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DrJ Engineering, LLC
(FKq;DW Consulting, LLC)
6300 Enterprise Lane
Re: 614416471 Madison, Wisconsin, 53719
Wedgewood 166 Village of West Clay MiTek 20/20 7.4
The truss drawing(s)referenced below have been prepared by Dd Engineering LLC(FKA DrJ Consulting, LLC)
under tny direct supervision based on the parameters provided by ProBuild (Mooresville).
Pages or sheets covered by[his seaI:I8453203 tliru 18453300
My license renewal date for the s[ate of Indiana is July 31,2014.
Impotlant Nolice:The axuracy of each Tmss Design Drawing(TDD)relies upon using accurete code approvetl raw material tlesign
values provitletl by o�hers for ali engineenng evaluations.All imss antl component designs utilize man�fadurer published mnnector
(i.e.,tmss plates,hangers,screws,etcJ design values antl Amencan Lumber Standartls Committee(qLSC)approved mles-wnting
agency lumber design values(e.g.CLA,COFI,PLIB,RRA,SPIB,TP,WCLIB,WJVPA,etcJ.The lumber tlesign values ihat are
used correspond with ihe gratlemark applietl to the indiNdual piece ot lumber pnor to cross or angle cutting The lumber,as
grademarked by ihe lumber manulacturer,antl its associatetl design values are relied upon to be accurale as(a)tabulateQ
tootnoted and certitied by�he applicable accretlitation body that complies with DOC PS 20,using a publishetl effeclive date,
(b)then approvetl and published by�he Amencan Wootl Council/or use in NDS engineetlng equations tot ihe tlesign o!simcNres
using lumber,and(c)rMerenced in the latest etlflion ot ANSI/TPI 1,Section 6.3 and ihe model builtling�tles.All ihis operating
vnder and cerfified by the 8oard o7 Redew o/ALSG �
t>'s�7ytJ'.�t.Ft1�fC5 r�T�i:
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July S 2014
Ryan J. Dexter, P.E.
"I'he seal on this cover shee[and/or on each of Hie attached TDDs indicates accep[ance of professional engineering
responsibility for tlie single Wss component��depic[ed on each TDD,.only. The design assumptions, Ioading conditions,
suitability and�use of[his component for any particular building is the responsibility of the Owner, the Owner's authorized
agent or'the Building Designer, in [he context of the]RC, the IBC,[he Iocal building�code and ANSI/TPI I. The
responsibilities and duties of Nie truss designer, truss design engineer and truss manufacturer shall be in accordance
with the latest edition of ANSUTPI 1 Chapter 2 unless otherwise defined by a contract agreed upon in writing by U�e
parties involved. The�truss design engineer(also defined as a specialty engineer)is NOT Ihe Building Designer of the
building.
Job Tmss. IIussType Oty PIy xeep�� �sgVmapeo�westaay
BHQB�]1 CG01 Die9oneIMOGINer � � IB�SJla]
PROBVILO, MOORESVIL�E,IN�815B . JOb Rg(fQ 2fIC2(Op�100211
].{3�5qytI1p13MiTeFlneualrles,lnc MonJU10]16<J313011 PaBe1
I�sBwJLOgaH sHFNACZ6051uz SX044TXF]Badq]p6ja110%PoZCSUWjZYSCgNpfBxLZ_Olq
-2-0041 �3-40 —
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LOADING(psf) SPACING 2-0-0 C51 DEFL in (loc) I/deil VA PLATES GRIP
TCLL 20.0 Plalesincrease 1.15 TC 0.35 Vert(LL) -0.00 5 >999 360 MT20 197/144
TCDL 10.0 Lumberincrease iJ5 BC 0.10 Vetl(TL) -0.00 4-5 >gg9 pqp
6CLL 0.0 Rep Slress Incr NO WB 0.00 NorzQL) -0.02 3 n/a n/a
BWL 10A CotleIRC2006/TPI2002 (Malnx) Wind(Ly 0.00 45 �999 yq0 Weight:2016 FT=20%
LUMBER BR4CING
TOP CHORD 2x6 SPF No2 TOP CHORO Slrupural wootl shea�hin directl a lietl or 3- -
BOT CHORD 2x6 SPF No2 ena venirals. 9 Y PP �0 oc putlins, except
'NEBS 2x4 SPF No2 BOT CHOR� Rigitl ceiling tli�eclly applietl or 10-OA.oc bracing.
REACTIONS (ib/size) �5=338/0-3-8 (mirt�4-8),3=0/Mechanical,4=19/Mechanical
Max Horz 5=762�LC 5)
Max Uplifl5=-qi(LC 5),3=33(LC 6),4=-25(LC 5J
Max Grav 5=338(LC 1�,.3=26(LC 3),4=53(LC 2)
FOftCES (10)-Max.Comp./Max.Tea-AI�forces 250 Qb)or less except when s�own.
TOP CHORD 2-5=300/100
NOTES
1)Wnd ASCE 7-05;90mph;TC�L=6.Op5f;BCOL=6.Opsf;h=25ft;Cal.II;Exp B;endoseQ MyyFRS Qow-nse)gable entl zone;cantilever
letl and nght exposed;entl vertiral le/l and nghl exposeQ Wmber DOL=7.60 pla�e grip DOL=1.60
2)This truss has�een tlesigned br a 10.0 psf bollom chora live loatl nonconcurrent with any other live loatls.
3)ftefer fo girter(s)fo� truss to Wss mnoeclions.
4)Provide merhanical cannection(by olhers)of Wss lo beanng plale capable of wilhstantling 41 Ib uplift at joint 5,331b uplitl a�joinl 3
�and 251b uplifl al join�4.
5)This Iruss is designe0 in accordance with the 2006 In�ernational ResiOential CoOe sections R502.11.1 antlR802.102 antl refeenceG
standartl AN51/rPl 7.
6)"Semi-ngia pitc�breaks inclutling heels"Member end fxity moJel was used in�he anatysis anA tlesign o/Ihis Imss.
��Hanger(s)or otM1er connection device(s)shall be pmvitled SuKCient to support concenfraletl loatl(s)28 Ib tlown antl 551b up al 0-0-1 on
top c�ard. The'desigNSeleqion ot such connepion device(s)is ihe responsibiliry of ot�ers.
B)In ihe LOAD CASE(S)seqion,loatls applied to t�e face of ihe Iruss are no�eG as fmnl(F)or back(B).
LOAD CASE(5) Siantlartl
1)�eatl«Root Live�@alanced):Lumber In�ease=L15,Plate Inaease=1.15 ��.siF��f<«t+tryyrr
Uni(o�m LoaCS(plf} �- !-
Vert:i 2=-60.2-3-- t•5��� l�
'60.45=-20 k"` �".. {�'F. �`'�.
Concenlra�etlLOatls(Ib) y p� �yj,yT y�s �f".�'�r
Vert'2=55(B) '`µ°%j �=,fi �'�
._. K`� .-�J=�.
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July 8,2014
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Job Tmss TrussType Ory Piy weeaew�o ieevmageo�wesicia�
BHI18q1 CG02 OlaponalHipGlNer � � 10�5]004
PR BUILD. MO�RESVILLE.IN�8158 .O�et¢�pOte(0 60 ial)
]tl05 Otl 112013 MiTeh IntivsVies,Inc Mon Jul p)18/)3I401� paqe 1
. ID.sBwJLOgaH_sHFNACx6051ui_S%0-14T%F]Betlq]Q6jaIlOXFoZCsUIM1�jZySCgNp/Bx�Otq
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LOADING(psf} SPACING 2-0-0 CSI DEFL in poc) I/tlefl L/d PLq7ES GRIP
TQL 200 Plaleslncrease 1.15 TC 0.35 Vert(Ly -0.00 5 >999 360 MT20 19]/1qq
TCDL 10D WmOerincrease 1.15 BC 0.10 Vert(TL) -0.00 4-5 >999 240
BCLL 0.0 Rep Siress Incr NO VvH 0.00 Hoa(Ty -0.02 3 n/a n/a
OCDL 10.0 CotleIRC2006RP12002 (Matnx) NAntl(LL) 0.00 4-5 �999 2q0 WeighC20@ FT=20%
LUM6ER 6qqCING
TOP CHORD 2x6 SPF No2 TOP CHORD Slructural wootl sheathing tlirectly applied o�34-0 oc puriins, exwpl
BOTCHORD 2x65PPNO2 entivehicals.
VJEBS 2x4 SPF No2 BOT CHORD Ri iE ceilin direc0 a lietl or 10-0-
9 9 Y PP . OocEracing.
REACTIONS (Ib/size) 5=338/0-3-e (min.Od-8),3=0/Mechaniral,4=19/fviechanical
Max Horz 5=162(LC 5)
Max Uplifl5=-41(LC 5),3=-33(LC 6),4=-25(LC�S)
Maz Grav 5=338(LC 1),3=26(LC3),4=53(LC 2)
FORCES QO)-Max.ComplMax.Ten.-All forces 250(ib)or less except when shown.
TOPCHOftD 2-5=-300N00 �
NOTES
1�WnG:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=fi opsf h=25ft;Cat.II;Exp B;enGOSed;MVVFRS Qow-nse)gable entl zone;cantilever
letl antl nghl expose0;entl venical left antl ngh�eaposeQ Lumber�OL=1.6o piale gtlp DOL=1.6o
2)This Iruss has been tlesigneA Por a 10.0 psf boltom chorG live load nonconcurrent with any olher live IoaOS.
3)Re(er fo girtler(s)for truss to truss connections.
4)Provitle mechanical connection(by ofhers)ol Iruss lo beanng pla�e capable of withstan0ing 41 IG upli(t al joint 5,331b uplifl at joint 3
and 251b upli(t a�joint 4 .
5)This Wss is tlesignetl in accordance with ihe 20061ntemalional Residenlial Cotle sedions R502.11.7 antl R802.102 antl refe2nceG
stentlaM ANSI(�PI 1. ,
6)"Semi-rigitl pit�rybreaks inclutling�eels"Member end(zily model was used in Ihe analysis antl tlesign ol lhis Wss.
�)Hanger(s)or ot�er connedion device�s)shall be provitled suHCient to supporl concentraled load(s)28 Ib�tlown and 551�up at 0-04 on
top chortl. The tlesign/selection of,such connepion GeNce(s)is Ne respansibility af others.
e)In Ihe LOAD CASE(5)seclion,loatls applied to the face of the Iruss are notetl as(mnl(F)or back(B).
LOAO CASE�S) S�andard
1)Oeatl Roof Live(Calancetl):Lumber Increase=1.15,Plate Increase=1.15 i 1:`'� �; � dry
Unlform Laetls(plf) .,�xt�ty�"�S�# !X
Vetl 7 p 60 2 3 60,4-5=-20 �'lg ° . �4 �4�,
.Concentraletl�LOatls(Ib) � } y� ar•yt���' � 't� �N
Vert'2=55(F) �' `r'}.'u� }<�j`�y
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July 8,2014
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b a'B� Ip P OII�YOI�p pxn 1�¢QV f� Wp eJaa 1 l� B IN D . q mp b�'0 44 I pllry M II� q 11 d Y0��tul�
� 0 ss b kl BO IY, all p prvy 1 OIHYb p ACJn � Ik pp �. re.�d. ANSI/ipll L 1 I 1 I IJ p Ib � I dIM al p �p p b mbers e �
adUn Ip¢�en IWI�'0 I�IXYb rg It� �v2 II 1 d I Ilr � D pllY f�M1 �'� I� qY p1�NM1O ���IIY4 nl^ 8 p'nD � t� po �InYOfI��1 '� I ller.
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Sac m iec qHSiRan m acsim �y n � em ecsi�a a�qc po �s iryi ro iron� wm i msacn i ' .oone °� . ,q:�y,�r���r�,�,rva�,oa,��mio,m�auo„ FJyGlNEER/NG��c
ppiee�i�e�onsiepacxaae.mam a:qneranNSSO q�enoinee�.�ais�er�eaasa�peaauyeno�ee °
��rs rvor me e�a'�e oasq�erai me eu io nq.
Jo� Tmss TrussType Ory Ply KteB�� teavuiagea�wesiClay
B1dU8A1 CGO] OlaBOndIMIpGINe� � � IBLS]005
PRBUILO, MOORESVILLE,IN18158 )A3U5pq1C041MTkInJU51res:Inc. MOnJUIW16:tlJ8301�Papa1
IDS6wJLOgaH_sHFNACZ6051uz_SXO-VH1wSS9C0]FHk5UJk2ULmItEV3iHYSqcTOiUoz_O�p
. -2-00-01 3Sll
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Scale=135�
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LOADING(ps� SPAGNG 2-0-0 C51 �EFL in (loc) I/tle(I L/d PLqTES GRIP
TCLL 20.0 Plales Increase 1.15 TC 0.95 Vert(LL) -0.00 4-5 >999 360 MT20 197/144
TCDL 10A Wmberincrease 7.15 BC 0.11 Vert(TL) -0.0� 4-5 >999 240
BCLL 00 Rep5lresslncr NO WB 0.00 .HOrz(TL) -0.02 3 n/a n/a
. BCDL 10.0 Code1RC2008/TP12002 (Matnx) WinG(LL) 0.00 4-5 >999 240 Weight:221b FT=20%
LUMBER BRACING
TOP CHORD 2x6 SPP No2 TOP CHORD Strudural wootl sheathing tliredty applied or 3-573 oc putlins. excepl
BOT CHORD 2x6 SPF No 2 entl vertirals.
WEBS 2x4 SPP No1 BOT CHOR� Rigitl ceiling directly applietl.or 10-0-0 oc bradng.
REACTIONS (Ib/size) 5=358/0.3-8 (min.0-1-8),3=23/Mechanical,4=24/Mechanical
'Maz Horz 5=189(LC 5)
Max Uplill5=-121(LC 5),3=-36(LC 6),4=-09(lC 5)
Max Grav 5=358(LC 1),.3=29(LC 3),4=61(LC 2)
FORCES pb)-Max.Comp./Max.Ten.-All torces 250(Ib)onless excepl when shown.
TOP CHORD 2-5=-333/133
NOTES
1)Wnd:ASCE R05;90mph;TCDL=6.OpsFBC�L=6.00Sf,h=25N;Cat.II;Exp B;enGOSed;MVVFRS(low-nse)gable entl zone;canlilever
left antl nghl exposed;entl vehical letl antl nght exposeQ W mber DOL=1.60 plate gnp DOL=1.80
2)T�is Imss has been designed for a 10.0 psf.bottom chord live load nonconcurtent wilh any other live loatls.
3)Refer to girtler(s)(or truss lo iruss mnnec�ions.
4)Pmviae mechanical connection(by othere)of iruss lo beanng plate�capabie ol wi�hstanding 121 Ib uplifl at joinl5.36Ib upli(t a(pinl 3
antl�]91b upiill al joint 4 �
5)This iruss is designetl in accordance wi�h Ihe 20061ntemational Residenlial Cotle sec�ions R502.11.1 antl R802.102 antl referenceG
stantlartl AN51/TPI 1.
6)"Semi-rigiC pitchbreakSinGUding�eels"Member entl fxily moCel was usetl in the analyvs ana tlesign ol lhis Wss.
1�Hanger(s)or other connection device(s)shall be pPovidetl suK�cienl�o support wnceNrateO loatl(s)42 Ib up al 0-5-4 on lop chorq and
471b up.al 0-0-12 on'botlom chord. The design/setection o/such connection aevice(s)is Ihe responsi0ilily ol others.
. 8�In the LOA�CASE(S)section,loatls applietl lo ihe/ace o(ihe truss are note0 as(mnl(F)or back(B).
, LOADLASE�S) SlantlarG .,, ���� J
i)Deatl:Rooflive @alancetl):Lumber Inuease=1.75,Plale Inuease=7.15 �t�°' r
. Uniform Loatls(plq �j:a��f t/{x
Veh:1 2=-60,'2-3=-60.4-5=-20 4^'�` 1`� :� �+t'.4 .�✓
Concenfraletl Loads(Ib) * ��4 � �4i 7�r7�,�.�n�
vams=ie�F�r-zalF) .° �`; � ��r g��"��
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LOADING(psO SPAGNG 2-0-0 CSI DEFL in (loc) vaen L/d PLATES GRIP
TCLL 20.0 Plales Increase 7.15 TC 0.14 Vert(LL) -0.00 7 >999 360 MT2� 197I1A4
TG�L 10A Wm�erincrease 1.15 BC 004 Vert(TL) -0.00 7 >gg9 pqp
BCLL 0.0 Rep Siress Ina� Yes Wg 0.00 Horz(TL) -0.01 3 n/a Na
BCDL 10A� CotleIRC2006/rP12002 (Matnx) WinA(LL) 000 6-7 �999 240 Weight:l6ib FT=20%
LUMBER BftAGNG
TOP CHOR� 2z6 SPF No2 TOP CHORD Sirudural wood sheathing directly applietl or 2-345 oc putlins, except
BOTCHORD 2x6SPFNO2 entivetliwls.
IVEBS 2x4 SPP No2 BOT CHORD Rigitl ceiling directlyapplied or 70-0-0 oc bracing.
REACTIONS (Ib/size) �=273/03A (min.0-0-e),3=8/Mechanical,6=18/Mechanical
Max Horz 7=151(LC 6) �
'Max Upli(t7=-35(LC 6),3=-31(LC 7),6=-79(LC 6)
Max Grav 7=2]3(LC 7),3=25(LC 4).6=44(LC 2)
FORCES (Ib)-Max.Comp R.Aax.Ten.-AO forces 250(Ib)or less except w�en shown.
NOTES
1)VJnd:ASCE 7-05;90mph;TCDL=6 Opsf BCDL=6.Opsf;h=25fi;Cal.II;Exp B;enGOSetl;M WFRS Qow-nse)gable enG zone and GC
Exletlor(2)zone;canlilever left antl dghl exposetl;entl verlica�Ie(t and nght exposetl;GC for members antl forces 8 MWFRS for
reactions shown;Lum�er DOL=1.60 plate gnp DOL=1 60
2�This Iruss has been tlesigne0(or a 10.0 psf botrom chorG live bae nonconcurrent wilh any olher live loatls.
JI Refer to girtler(s)for iruss lo iruss connections �
41 Pmvitle mechanical connection(by others)of Wss lo�beanng plale capable of withslanCing 351b uplift at joinl 7,31 Ib upli/t al joint 3
antl i91b uplift a1 joint 6.
5�TM1is�mss is tlesigned in accoraance wilh ihe 200fi Inlemalional Residential Cotle seclions R502.11.1 antl R802.102 antl re(erencetl
sfantlartl AN51/TPI 1.
6)"Semi-rigitl pitchbreaks inclutling heels"Member end fxity motlel was usetl in�he anatysis antl Oesign oqhis Vuss.
LOADCASE(SJ Standartl
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qN51?PIt Fo 0 IB b eregaNngtlesgnresp ON 10" 1 q Iryy 1 I� 1 a.� �p I' ry G I 1 1 1 'InnJJ'p IM g m ry�p I I 1¢OA �I�e
Sacmiec,nrvsirtaitmecsi:�mma�y:nea�sa�ai ecs�aa�oc po is�qiro r 7 neki sacai sem uy. ea�y iaim�sianaro���m�ar� ENG/NEER/NGttc
�oa�eeminepesteoacMaae.Tnewssaesgne orlm aesqne�glneer(alsoeerneoesaspecal�yenpneer�':HOr�neBU�anqoesgnero�meeulJlg.
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LOADING(ps� SPACING 2-0-0 C51 DEFL in (loc) vaen UG PLATES GRIP
TCII 20.0 Plaleslncrease 1.75 TC 0.14 Vert(Ly -0.00 7 �ggg 360 Mi20 19]/144
TCDL IDA Lumberincrease 1.75 BC 004 Vert(TL) -0.00 7 >ggg 240
BCLL 00 Rep5lressinu Ves WB QW Horz(Ty -0.01 3 n/a n/a
BCDL 10.0 Cotle IRC2006/TPI2002 (Matnx) Wnd(LL) 0.00 6-7 �999 240 Weight:161b FT=20%
LUMBER BRACING
TOP CHOR� 2x6 SPF No2 TOP CHORD Slriidural wwA shealhing Qireclly applietl or 23-15 oc putlins; excepi
BOi CHORD 2x6 SPF No2 end vetlicals.
WEBS 2x4 SPF No 2 BOT CHORD Rigid ceiling Airectly appliee or 10-0-0 oc bracing.
REACTIONS Qblsize) 7=2]3l0-3-8 (min.0-0-8).3=8/Mechanical,6=16rtAeclianical
Max Horz 7=151(LC 6)
Max Up1i117=-35(LC 6),3=-31(LC 7),6=49(LC 6)
Max Grav 7=273�LC 9);3=25(lC 4),6=40(LC 2)
FORCES Qb)-Max.Comp.IMax.ien.-All Iorces 250(Ib)or less excepf when shown.
NOTES
i�Nhnd:ASCE'!-05;90mph;TC�L=6.Opsh BCDL=6.Opsf;�=25ft',CaL 11',Ezp 8',entloseC�,MWFRS(low-nse)gable end zone an0 C-C
E#enoq2)zone;cantilever left and nght exposed;en0 verlical lett an0 nght exposeQPC for members andfo�ces 8 MVVFRS for
reactions shown;Lumber DOL=7.60 plate gnp DOL=1�.60
2)This Wss has been tlesignetl(or a 10.0 psf�otlom chortl live loaa nonconcurrent wi�h any o�her live loatls.
3)Reter lo qirder(s)lor truss to Wss mnnections. �
4)Provitle mefhanical wnnecYion @y others)of Iruss to beanng plate capable o(wilhstantling 351b uplift al join�7,31 Ib uplifl at joint 3
antl 19 Ib upli(t at joint 6.
5)This iruss is Eesignetl in amoNance wtlh t�e 2006 Intemational Residenlial CoGe sec�ions R502.11.1 antlR802702 antl re/erencetl
s�andartl ANSIRPI].
6)"Semi-ngid pitchb�eaks incNding heels"Mem�er end(xity motlel was usetl in Ihe analysis antl tlesign of Ihis Iruss.
LOAOCASE�S) Stantlartl
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Plale Oflse�S(%Y1' 16:0-10 0-3-01 (18'0-3-0 0.3-01 139'0.3-0 0-3-0I
LOADING(psf) SPACING 2-0-0 C51 DEFL in Qoc) 1/tle� L/tl PLATES GRIP
TCII 20.0 Plateslncrease 1.15 TC 0.19 Vert(LL) 0.00 1 Nr 100 MT20 169I723
TWL 1�A Wmberincrease 1.15 BC 0.09 Vert(TL) -0.02 1 n/r 120
BCLL 0.0 Rep 5tress lncr Ves VJB 0.73 Hoa(Ty 001 25 n/a n/a
BWl 10D Cotle IRC2006/rP12002 (Matnx) Wntl(LL) 0.01 ! n/r 120 Weig�1:1931b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No1 TOP CHORD Slrudural wood shealhing tlirectly applietl or 6-0-0 oc purlins, except
80T CHORD 2x4 SPF No.2 ena vertifals.
WEBS 2x0 SPF No2 BOT CHORD Rigitl ceiling direclly applied or 6-0-0 oc bradn9.
OTHERS 2x4 SPF-5 SWtl'Excep�'- WEBS 1 Row at miGp� 12-37,11-38,10-39,13-36,14-35'
123],i t-38,10-39,13-36,14-35:2s4 SPF No2
PEACTIONS All beanngs 29-38.
(1�)- MacHO247=-274(LC4)
Max Uplift All uplift 100 Ib or less al joint(s)25,39,27,J8,40,-d1,42,43,44,45,35,34,.33,32,31,30,
29,28,26 excepl 47=-213(LC 4),48=-178(LC 5)
Max Grav All reactians 250 Ib or less at joinl(s)07,25,39,TP,38,40,bt,42,43,44,45,46,36,35,34,
7J,J2,31,30,29,28,26 except37=274(LC 7)
FORCES (�b)-Mak.Comp./Max.Ten.-All tarces 250(Ib),or less except when shown.
TOP CHORD 1041=-7276,77-12=10/28I.12-73=-19/287.1344=-17/2l6
`h'EBS 1237=-260I0 -
NOTES
1)Unbalanced mof live loatls have been considered lor ihis tlesign.
2)Wnd:ASCE]-0Sj 90mph;TCDL=6.OpsY,BCDL=6.Opsh h=25fl;Caf.II;Exp B;enGOSea;MWFRS(low-nse)gable ena mne ana C-C
Exlenor(2)zone;canlilever left antl nghl exposetl;entl venical Ief1 and ngM1t exposetl;GC tor members ana forces 8 MWFRS lor
reactions showq Wmber�OL=1.60 plale gnp DOL=1.60
3) Truss aesignetl for wintl loatls in t�e plane o(ihe Wss only. Por stutls exposed to wintl(normal to the(ace),see Standar4lnGustry
Gable Entl De�ails as applicabie;or mnsull qualifetl builtling tlesigner as perAN51/TPI 1.
4)All plales are 1.Sx4 MT20 unless olheiwise intliratetl.
5)Gabie requires conlinuous bollom chortl tieanng. � a i1
6)Truss b be fully shealhetl from one/ace or sewrely bracetl againsl lateral movement(i.e.tliagonal we�} g �ir r z�
t
7)GaElesWtlsspaceda�l-4-0oc. (?ra��ff �i�-.
*' a� = C"b4c," ``'.
8)This truss�as been tlesignetl for a 10.0 psf bottom chord live load nonconcuneN wilh any ofher live loads. � � -{^ .
9)Pmvide mechanical wnnection(by olhers)of truss to beanng plate capable of wi(hslantling t001b upli(t al joint(s)25,39,2],38,40,41, � � r��%��4 7��'{j, ^�'�"'
42,43,44,45,35,34,33,32,31,30,29,�28,26 excep�(j1=1b)47=213,46=178. �" 'a''�x.
10�Beveletl plale or shim 2quiretl lo provide full beanng�surtace wilh Iruss chortl at joint(s)47.39,27,3],38,40,41,42,43,44,45,46. P PF'-3,f,'i�22f� �3
36,35,3d,33,32,37,30,29.28,26. �
11�This iruzs is designed in accortlance wilh t�e 20061ntemational Resitlential CoGe sec�ions R502A 1.1 antl R802.102 antl referencetl �7 : $Tfii�7F '•y2 .:
stanOartlAN51RP11. �y � 4
12i"Semi-ngid pitchbreaks indutling heeis"Member en0 fnity model was usetl in the analysis and tlesign of Ihis tmss. "' L7 .fClj)(p,Ri°,,�' `F� G"
LOADCASE�S) Slanaard �r+�.�.(�� �L N��y���
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nni�nme�oos�eoacxaee.Tnei aesro�e.o�imsaesg��,qnem�aisoaerneaas-especen�e�q�eepisHOrmea�m'�aoesa�e.onneo�ee'�a.
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I
LOADING(pst) SPACING 2-0-0 C51 DEFL in (loc) I/detl Vd PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC 0.14 Vert(Ly 0.00 1 Nr 180 MT20 169/123
TCDL 10D WmberJncrease 7.15 BC 0.05 Vert(TL) -0.04 1 n/r 120
BCLL 0.0 Rep Stress Incr Ves VJB 0.04 Hoa(TL) 0.00 11 n/a n/a
BCOI 10.0 Cotle IRC2006/rP12002 (Matnx) Wnd(Ly OOU 1 nh 520 Weigh1:541b Ft=20%
LUMBER BRAqNG
TOP CHORD 2x4 SPF No2 TOP CHORD SlrucNral wooa�shealhing Oirecfly applied or 6-0.0 oc putlins, except
BOT CHORD 2x4 SPF No2 enG verticals.
VJEBS 2z4 SPF No2 80T CHORD Rigid ceiling directly appliea or 6-0.0 oc braang.
OTHERS 2z4 SPF-S SWtl
REACTIONS All Eeanngs 77-11-8.
(10)- Max Hoa i9=184(LC 5)
Max Upli(� All uplifl 1001b or less at joint(s)19,11,12,13,14,75,16,18
Maz Grev All reactions 2501b or less at joinl(s)79.11,/2,1�,-04,15,16,17,18
FORCES Qb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less excepl when shown.
NOTES
1;Wntl�ASCE 7-05;90mph:.TCDL=6.Opsf;BC�L=6.Ops(;h=25P,;Cat.II;Exp B;enGased;MVVFRS(low-rise)gable ena zone antl GC
Ex�enoq2)zone;can�ilever le%and nght exposetl;end vehical le%ana nght exposed;GC for members antl forces&MVVFRS for
reactions shown;Lumber DOL=7.60 plate gnp DOL=7.60
2) Truss designeE for wind loatls in ihe plane of Ihe buss only. For slutls exposetl ro wintl(normal lo ihelace�,see Standartl Industry
GaOie Entl9etaiis as applicabie,or consull quaN9etl building aesigner as perANSIRPi i. -
3)Gable reQUi�es conlinuous bolrom chord beanng.
4)7mss lo be(ulty sheathetl from one face or securely braceC against lale2l movement(i.e.diagonal web).
5)Gable slutls spacetl al 7-4-0 oc.
6)This Iruss has been tlesignetl!or a 10.0 psf bol�om cho�tl live IoaE nonconcurrent with any other live loatls.
7)Pmvitle mechanical connedion(by others)o!Wss to beanng plate wpable ot vi'ihslanding 1001b uplifl at joiN�s)19,11,12,13,14,15,
16,18.
8)This Iruss is Aesigned in accorEance wilh 1he P006 Inlemational Resitlenlial Code sections R502.N.1 and R802.102 antl referencetl
slantlartl ANSIRPI�1.
9)"Semi-rigid pitclibreaks inclutling�eels"Member en0 fixity matlel was used in lhe analysis anG design o/Ihis Imss. •qil U; �rrPf
� 1
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IJOb Tmss TiussType pty Ply wxepe,vooe �88VniageoiWesiciay
B1�H&1]1 GEO) GNBLE � � 1845J310
aR J o F t ��__ai�
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1000 II
1.Sx4 II
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LOADING(ps� SPACING &0-0 GSI DEFL in (lac) I/deB U4 PLATES GRIP
TQL 20.0 Plaleslncrease /.15 TC �25 VeritLL) -003 6-7 �999 360 MT20 1691123
TCDL 10.o Lumberincrease 1.15 BC 0.10 Vetl(TL) -0.08 6-7 �803 240
BCLL 0.0 Rep Slress Incr Yes WB 0.08 Horz(TL) 0.01 4 nla n/a
BCDL 10A Cotle IRC2006/TPI20�2 (Maldx) Wntl(LL) -0.00 6-7 >999 240 Weigh1:651b FT=20%
LUMBER BRAQNG
TOP CHORD 2x4 SPF No2 TOP CHORD Slruclural wooG sheathing direclly applied or 8-0-0 oc putlins, except
BOT CHOR� 2x4 SPF No2 entl verticals.
WEBS 2z4 SPF No2 60T CHOftD ftigitl ceiling OireIXly applieA or 10.0-0 oc bracing.
OTHERS 2x4 SPF-5 Slud �
VJEDGE
RighC 2x4 SPF No2
tiEACTIONS All�eanngs467-8.
(Ib)- Max Horz 7=-098(LC 4)
Max Uplif��All uplifi 700 Ib o�less al joint(s)6,4,4 excepV=-136�LC 7),5=-243�LC
Max Grav All reaGions 250 IC or less at joinqs)1,4 except 6=404(LC 1),5=369(LC
11)
FORCES pb)-Max.-0omp./Max Ten.-Ail lorces 250(Ib)or leu except when shown.
BOTCHORD 6-7=-283/320
WEBS 3-5=-32fi/311
NOTES
1)Un�alanwd mof live loatls have been consiGered for ihis design.
2)VNntl:ASCE 7-05;90mph;TCOL=6.Opsf,BCDL=6.Opsf h=25fl;Cat.II;Exp B;endosed;M WFRS(low-nse)ga�le end zone and CC
Exletloq2)zone;canlilever leil antl�tlghl exposetl;end vertiwi letl an0 n9ht exposed;GG for members antl forces 8 MN/PRS for
reaclions s�own;Wmber,�Ol=1.60 plale gnppOL=1.60
3) Truss designetl for wind loatls in the plane o!t�e truss only. Por sNds exposed to wintl(nortnal�o Ihe face),see Standard Intlusiry
Gable Entl De�ails as applica0le,or consul�qualifetl builtling desiqner as per ANSI/�PI 1.
4)Ga�le s�utls spacetl at 1-4-0 oc iy iiti �
5)Th�s tnrss has been tlesigned(o�a 70.0 psf Eottom chord live IoaG nonconcurtent wilh any other live loads X� i FI p
6)Provitle mechaniwl conneUion(by ol�ers)of Iruss to�eanng plaie capable of withstanGing t001b upiilt al joint(s)6.4 ezcepl Q1=1b) ��` 1�s°�� t��,r{'ty
�=136.5=243. xl �:� � „�.,�.o
7)This Vuss is tlesi9netl in accortlance wilh t�e 2006 lntemalional Resitlential CoOe.seclions R502.11.1 antl ft802.102 anG relerenceA 4 �Y �;y}a fp �ry�a� .
s�andara ANSI/iPl L � t('p��' �'�'jy +;
e)"Semi-ngitl pilch�reaks inclutlin9 heels"Member entl fiily motlel was usetl in t�e anarysis antl tlesign of this iruss. . �F�"�3ff�7 2D �` -
LOADCASE(5) S�entlaM *° ^"'+""' �� x .'
. . "'� STA�E Li� j+X�::
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dF�Aj��t7�lt A�t ��;��`�.
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2 1
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a-60 5�59 9 3s6 J
1 0 4 5 fi ] 9 1 5 � 3 2 0 1 2B 29
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2
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�y 6� 60 59 58 A 56 i5 54 53 R 51 50 <B 41 i6 <5 dd 0] 43 01 �Q 39 08
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626x8 = �9 _ �
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8.50�14 �5 34 �3
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Plate OHSetslX V): I70:0-2-7 Etlae],I<9:0-2-720-1-81
LOADING(psf) SPACING 2-0-0 C51 OEFL in (loc) I/tlefl Utl PLATES GRIP
TCLL 20.0 Plateslncrease 1.55 TC 0.15 Vetl(LL) n/a - n/a 999 MT20 769h23
�TCDL 10A Lumber Inuease 7.75 BC 0.17 Vert(TL) n/a - n/a 999
BGLL Q� Rep Stress Incr Ves yyg OAd Horz(TL) 0.02 33 n/a n/a
BCDL 100 CotleIRC2006/iP12002 (Matnx) WeigM1��2251b FT=20%
IUMBER BRACING
TOP CHORD 2x4 SPF No2•Excepl' TOP CHORD Stmpural wood shealhing direct�y applietl or 6-0-0 oc pudins, except
70-19,840:2x6 SPF No2 end verticals,and 2-0-0 oc punins�6-0-o max.J:1-e.
BOT CHORD 2x4 SBF No2 BOT CHORD Rigitl ceiling tlireciry applied or 70-0-0 oc bracing, Ezcept
WEBS 2x4 SPF No2•Exwpl' 9-71-7 oc bracing�83-64 �
32-33:2x6 SPF No2 6-0-0 oc bracing:61-62,35-36,34-35.
OTHERS 2x4 SPFS Stud'ExcepP WEBS 1 Row a�mitlpt 19-46,10-47,17-48,20-45,21-44
19-d6,78-07,17-48,20-45,21-44:2x4 SPF No2
REACTIONS Ail beanngs 3L2-0.
(Ib)- MaxHOrz64=-320�LC4)
Max Uplitt All uplitl 1001b or less at joinl(s)36,48,50,51,52,53,54,55;56,.
5'l,58,59,60,62,45.44,43,42,q1,4p,39,38,37,35ezcep164=326(LC
4),33=-756(LC 5),fi1=-154(LC 5),63=-049(LC 5),34=-274(LC4)
Man Grav AO reaclions 250 Ib or less at join�(s)33,61,36,47,d8,Sq 51,52,53,
54,55,56,57,58,59,60,62,63,45,44,43,42,41,40,39,38,37,35
except 64=310(LC 5),46=309(LC 6),34=276(LC 5)
FORCES (Ib)-Max.Comp./Max.Ten.-All lorces 250(Ib)or Iess except when shown.
TDP CHORD 75-18=26/261,i6-17=-23297,17-1B=-27/345,18-19=-25/329,19-20=-35/341,
20.21=-63/344,27-22=-8]/371.22-23=-110(287.232d=-1341262.24-25=-159125H,
25-26=-182261,2&2]=-206/264,2�-28=-229/26],28-29=-2532]3,29-30=-256266,
30-31=dfi31261;31-32=-3fi0/328,32-33=-266/236
BOT CHORD 63-64=-338/379,fi2-63=-285/330,61-62=-287/328,60.fi1=-233/269,59-60=-233/269,
58 59=-233269 57 58=-233269 56 5]-233/259 55-56--233/269 54 55--233/269,
53 54--233/269 52 53=-233/269 51 52=-233/269 50 51 -233/269 49.50-233/269,
98<9--233/269 47-08 -233/269,46 4] -233269 45-46=-236/269 44 45 -236/269, }.}{1 f.�f�
38 39 236/269 37 38 -236/269 36 37 -2361289 35 36 -253285 34 35--312/354, � �tx��"r'Z"�F d,i�f*f�,
3334=-239/2]4 4` y�X . � a,.
t'r^4:�T••t
WEBS 194s=-295/is ,.r,�` �.t;•�" �+r�,`�� �qr�:'s:.
NOTES �o PF,i31fJe2?20_ C��
1)Unbalanwtl mof live loatls have been consitleretl(or this tlesign. � .
2)Wintl:ASCE 7-05;90mph;TC�L=6.Opsg BCDL 6,Opsf h=25ft;Ca�.II;Exp B;enGOSeQ MVJFRS(low-nse)gable enE zone and GC -p : ������,s� •��..��
Exlenor(2)zone;canlilever left antl tlght exposetl,en0 vertical letl antl nght exposeC;GC for members antl forces 8 MVVFRS for '4 . .0 �
reactions shown;LumCer OOL=1.60 plate gnp DOL=1.60 ✓ /J�f ti�/A����t,{p. -� �'i �
3) Tmss tlesigneG brwintl loaas in the plane of Ihe Iruss only. For slads exposed to winA(normal ro ihe(ace),see StanOartl Intlusiry �F* 4,'� . �a��°'
Gabte Entl�Oelails as apPlicable,or consult quali(ied builtling designer as per AN51/rPl L 94pu f�t fiy,e.;l ,�ti��
4)Pmvitle atlequate Oralnage to preven�weter ponding. �1't?�rjjt��ri�43�i''
5)All plates are 1.Sx4 MT20 unless olherwise inaiwtea. �
Q�/�'��@pyyg§p:pntinuous bolrom chortl beanng. July 8,2014
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NOTES -
�)Truss�o be fully sheathe0 Imm one face or securely bracetl againsl late2l movement(i.e.Aiagonai web).
8)Gable sWds spaced a�1-0-0 oc.
9)This W ss has been tlesigned fo�a 70.0 psf boftorri chortl live load nonconcurrenl wit�any ot�er live loaas.
10�Pmvitlemechanical connection(by others)of lmss to beanng plzle capable of wilhstantling 1001b upli%at joint(s)36,48,50,51,52,5J,54,55,56,57,58,59,60,62;45,44,
� 43,42,41,40,39,38,37,35excep�Qt=ib)64=326,J3=156,61=154,63=149,34=274.
11)Beveled plale or 5him requiretl lo provitle(ull beanng surtace with Imss chord al joint(s)67,36,46,47,48,5�,51,52,53,54,55,56,9,58,59;60,62,63,45,44,43,42,41,
44,39,38,37,35,34. � �
12)This tiuss is designed in accoNance with ihe 20061ntematlonal Resitlential Cotle seclions R502.11.1 antl R802.102 antl referencetl stantlartl ANSIlTPI 1.
13)"Semi-ngitl pitchbreaks inclu0ing heels"Member end fizity motlel was usea in the analysis anA design of Ihis Wss.
14)Graphical purlin representalion tloes nol tlepici Ihe size or Ihe onentation of the putlin along ihe top anE/or botrom chortl.
LOADCASE(5) Stantlartl
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LOADING(ps/) SFACING 2-0-0 CSI DEFL in (loc) uaen L/tl PLATES GRIP
TCLL 20.0 Plalesinuease 1.15 TC 0.88 Vert(Ly 000 1 ' n/r 180 MT2� �691123
TC�L 10D Wmberinuease 1.15 BC 0.53 Vert(TL) -0.Oi 1 Nr 120
BCLL QA Rep Slress Incr Yes Wg 0.10 Horz(Ty 0.00 7 n/a Na
BCDL 10A CodeIRC2006/TPI2002 (Malnx) Wntl(Ly 0.00 1 n/r 120 Weight:3Blb FT=�20%
LUMBER BRAGING
TOP CHORD 2x4 SPF No2 TOP CHORO SWdural wootl sheathing direc�ry applied or 4-11-8 oc putlins, except
BOT CHOR� 2x4 SPF-S Slud ena venicals.
WEBS 2x4 SPFS Slutl BOT CHORO Rigitl ceiling direclty applietl or 6-0-0 oc bracing.
OTNERS 2x4 SPF-S Slutl
qEACTIONS Allbeanngs4-11-8.
pb)- Max Horz 11=215(LC 5)
Max Uplift All uplift 1001b or less aljoint(s)8 except 11=391(LC 4),7=-1d7(LC 5�,10=-6ID(LC 5)
Max Grav All readions 2501E or less atjoin�(s)7,B,9 except 11=629(LC 5),10=405(LC 4)
FORCES (ib)-Max.Comp.IMax.Ten.-Ail forces 250(Ib)or less except w�en shown.
T�P CHORO 241=-282/186
NOTES
1�Wnd:ASCE 7-05;90mph;TCDl=6.Opsf BCDL=6.Opsf;h=25fl:Cat.II;Exp B;enGoseQ MN/PRS(low-nse)gable ena zone and GC
Exlenoq2)zone;cantilever lefi antl Aght exposed�,en0 vetlical left and nghl exposedjPC for members and forces 8 MVVFRS lor
reactions shown;Lumber DOL=1�.60 plate gnp DOL=1.60 �
2) Truss tlesignetl lor win0 ioads in 16e plane o/the Iruss only. Por sNds exposetl to wind(normal lo Ihe tace),see Slan4arG Intlusiry
Gable End Delails as applicable,or consult quali0etl building designer as per ANSI/rPl 1.
3)Gable requires confinuous Oottom chord beanng.
4)Trvss to be lully sheatheG from one face or sewrely Oaced againsl lateral moaemeN(i.e.aiagonal web).
5)Gable sNtls spacee al L4-0 oc.
6)This Iruss has been tlesignetl for a 10.0 ps!�o�lom chor0 live load nonconcurrent with any other live loatls.
7)ProviCe mec�anical connedion(by ol�ers)of Iruss to beanng plate capable o(wilhstantling t001b uplift al joint(s)B excepl Q1=1b)
11 391:7=747.10=610.
e)Th�s iruss is designetl in accortlance wilh Ihe 2006 Intemalional Residential Code sections R502.11.1 antl ft802.102 anA a�erencetl
slantla�tl ANSI/TPI 1. 44� �kt t�
9) Semi-ngitl pilchbreaks inclutling heels"Memberentl fixiy model was usea in�he analysis and tlesign ol this truss. l'�i`�i {>�.� �r�r{n�l
LOAD CASE(5) Stantlard �, = `+� d,,
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July 8,2014
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TCLL 20.0 Plateslncrease 1.75 TC 028 Vetl(LL) -0.01 4-5 >999 360 MT20 1fi9/123
TCDL 70.� Wmberincrease 1.15 BC 0.13 Vetl(TL) -0.02 d5 >999 240
BCLL 0.0 Rep��Siresslncr Ves VvB 000 Horz(TL) -OAS 3 n/a n/a
BCOL 70.0 Cotle IRC2006/iP12002 (MaMx) Wntl(LL) 0.02 4-5 >999 240 Weiqh1:131b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No1 TOP CHORD Slrudural wood shealhing tlirectly applieE or 3-7-05 oc pWins, except
BOT CHORD 2x4 SPP No2 entl vetlirals.
VJEBS 2x4 SPF-S Stua' BOT CHORD Rigitl ceiling directly applied or 10-0-0 oc brecing.
REACTIONS Qb/size) 5=260/03-8 (min.0-0-8�,3=82IMechanical,4=33IMechaniral
Max Horz 5=14](LC 6) �
Max Upli(�5=-4(LG 6�,3=-64(lC 6),4=-7(LC 6)
Max Grav 5=260(LC 1),3=82(LC 1);4=65(LC 2)
FORCES (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES
1 i VNntl:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf h=25fi;�Cat.II;Exp B;endoseq MWFRS Qow-nse)gable enG zone and C-C
E�letlor(2)zone;can�ilever lefi ana nght exposetl;ena verlical IeR and ng�l exposetl;C-C tor members and/orces 8 MWFRS�for
reaclions shownj Lumber DOL=1 BO plate gnp DOL=1.60
2�This W ss�as been designetl for a 10.0 psf bottar0 chord live loaa nonconcunent wil�any olher live loatls.
3J Re(er to girdeqs)for truss lo Wss connections.
4)PmviEe'mechanical connection(tiy others)of Wss to beanng plale capable of withslanding 10�Ib uplifl at joint(s)5,3,4.
5)This iruss is tlesignetl in accortlance with the 2006 In�emalional Residential Code sections R502.11'.i ana R802.102 anG referenced
s�anGard ANSI/TPI t. -
6)"Semi-ri9id pitchbreaks incWaing heels"Member entl fizity moCel was usetl in Ihe analysis and design o(lhis Wss.
LOAD CASE(S) Slantlartl
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TCLL 20.0 Plaleslncrease 7.15 TC 0.19 Vert(LL) 000 6 >999 360 MT20 169/123
TCDL 10D Lum�erincrease 1.15 BC 0.07 Vert(TL) 0.00 6 >999 240
BCLL 0.0 Rep Slress Incr Ves WH 0.00 Horz(Ty -0.01. 4 n/a Na
BC�L 10.0 CotleIRC2006/TP12002 (Malnx) WnE(LL) 0.00 6 >999 240 Weight:61� FT=20%
LUMBER BR4CING
TOP�CHORD 2x4 SPP No2 TOP CHORD Slructural wood sheathing tliredly appiied or 1-L75 oc purlins, except
60T CHORD 2zd SPF No2 entl vertirals.
VJEBS 2x4 SPF-S SWtl BOi CHORD Rigid ceiling tliredty applietl or 10-0-0 oc�racing.
REACTIONS All bearings 1-1-15 excepl Qt=leng�h)3=Mechanical.
(Ib)- Max Horz 6=93(LC 6)
Ma%Uplifl All uplifi 1001b or less aljoinl(s)6,4,5,3
Max Grav All reaclions 250 Ib or less at joinqs)6,4,5,3
FORCES Qb)-Max.Comp.lMax.Ten.-All forces 250 Qb)or less except when shown.
NOTES
1)Wntl:ASGE 7-05:90mph;TCOL=6.Opst,BCDL=6.Ops(;h=25fi;Ca�.II;Exp 8;enGOSeQ MWFRS(low-nse)gable entl zone antl C-C
Extenoq2)zone;cantilever IeFl and nght exposed;entl vetlical leftand nght exposeGjPC(or members and forces 8 MVVFRS lor
reaclions s�owq Wmber�OL=1.60 piate 9np�OL=160
2)This imss has been tlesignetl for a 10.0 psf bollom cliortl live loaa nonconcunenl wi�h any o�her live IoaGS.
3)Reter lo girder(s)for Iruss to truss mnneclions.
4)Provitle mechanical conneGion(by others)of Wss to beanng pla�e capable of wifhstantling 7001b uplif�af join�(s)6,4,5,3.
5)This Wss is Gesignetl in accordance wilh the 20061nferna�ional Residenlial Code sections R50271.1 and R802.102 and referencetl
stantlarG ANSI/TPI 1.
6)"Semi-ngitl pitchb�eaks inclutling heels"Member entl fxity matlel was use0 in Ihe anatysis antl design of Ihis Iruss.
LOADCASE(5) Stantlartl
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TCLL 20.0 Plates Increase 1.15 TC 0.19 Vert(LL) 0.00 6 �899 380 MT20 169/123
TCDL 10.0 Lumber Increase 1.15 BC 0.07 Vetl(TL) 0.00 6 >999 24�
BCLL 0.0 RepStresslncr Ves VJB 0.00 Horz(Ty -0.01 4 n!a n/a
BCDL 10D CodeIRC2006/�PI2002 (Mainx) Wntl(LL) 000 6 �999 2A0 W¢ighl:6@ FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Slructural wootl shealhing tlirecfly applie0 or 1-1-15 oc pudins, excepl
BOi CHORO 2x4 SPF No2 entl vehicafs.
WEBS 2x4 SPP-S SWd BOT CHORD Rigitl ce�ling tlirec0y applietl or 10-0-0 oc bracing.
REACTIONS All beanngs 1-145 except(j1=lengih)3=Mechanical.
(ID)- MaxHO26=93(LC6)
Max UpliFl All uplif1100 Ib or less at joint(s)6,4,5,3
Max Grav All reaclions 2501b or less at joint(s)6,4,5,3
FORCES (Ib)-Max.Comp./Max.Ten.-All torces 250(Ib)or lass except when shown.
NOTES
11 Wntl:ASCE 7-05;90mph;TCDL=6.Opsf;BW L=6.OpsQh=25fi;Ca�.II;Exp B',enGOSed;MWFRS pow-nse)gaEle end zone antl C-C
Ex�enor(2)zone;cantilever left and nght exposed;�entl vertical lefl antl nght exposeO;GC for members and/orces B�MWFRS for
reactions shown;Lumber DO1=1.60 piate gnp DOL=1.60
2)This imss has been tlesignetl for a 10.0 psf bollom chortl live loatl nonconwrtenl wi��any o�her live loatls.
3i Reler to girder(s)for Iruss to Iruss cannections.
4J Provide mechanical co�neUion(by othess)oi Iruss lo beadng p�ate capable of wilhstanding 1001b uplift al joint(s)6,4,5,3.
5J This tmss is designetl in accortlance with Ihe 200fi Inlemafional Resitlential Cotle sedions R502.11.1�an0 R802.102 and referenced.
slantlartl AN51/TPI 1.
6)"Semi-ngitl pilchbreaks inclutling heels"Member enG fxi�y model was useG in Ihe analysis anG tlesign o(�his Inrss.
LOADCASE(5) Standard
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TCLL 20.0 Plaleslncrease 7.15 TC 0.30 Vert(LL) -0.07 4-5 >999 360 MT20 1G9/123
TCDL 140 WmCerincrease f.15 BC 0.14 Vert(Ty -0.03 4-5 >999 240
BCLL 0 0 Rep Slress Incr Ves VvE 0.00 Horz(Ty -0.06 3 n/a n/a
BC�L 1U.0 CotleIRC2006/TPI2002 (Matnx) NAnd(LL) 003 4-5 >999 240 WeighL141b FT=20%
LUMBER BRACING
TOP CHORD 2xA SPP No2 TOP CHORD Sirudural wooQs�eathing tlirecity applied o�d-0-0 oc puhins, e.cep\
BOT CHOR� 2x4 SPF No2 entl vertirals.
WEBS 2x4 SPFS Stutl BOT CIiORO Ri itl ceilin tlirecll a lietl or 10- -
9 9 y pp 0 0 oc bracing.
REACTIONS QD/size) 5=272/0-3A (min.0-i-8),3=93/Mechanical,4=38/Mechanical
Max Horz 5=154(LC 6)
Max Uplitt5=-3(LC 6),3=-69(LC 6),d=-5(LC fi)
Max Grav 5=272(LC 1),3=93(LC 1).4=72�LC 2)
FORCES pb)-Max.Comp/Max.Ten.-All forces 250(Ib)or less excepl when shown.
NOTES
11�^hnd:ASGE 7-�5;90mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25fi;.Ca1.IC.Exp B:entloseQ MWFRS(low-rise)gable entl zone anC GC
Exlatlor(2)zone;cantilever left antl nght exposed;en0 vertical lelf and nght exposeQPC for mem0ers and(omes 8 MVVFRS for
reactions shown;Lumber DOL=7.60 plate gnp DOL=1.60
21 This W ss has been designeE for a90.0 ps(botrom chorG live loatl nonconcurtent with any olher iive loads:
3)Refer lo girder(s)for truss to truss connections.
4)Pmvitle mechanical wnnection(by ottiers)o!Wss lo beanng plate rapaCle o/wilhslanaing 1001b uplif�at ioiN(s)5,3,4.
5)This truss is designetl in accordance wit�lhe 20061n�emalional Residenlial CoGe sections R502.H.1 antl R802,102 and referenwtl
stantlartl AN51/TPI i.
6)"Semi-rigitl pilchbreaks inGUaing heels'Member end(xity model was used in Ihe analysis antl tlesign of Ihis Iruss.
LOAD CASE�S) Stantlartl
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LOADING(ps� SPACING 2-0-0 C51 DEFL in (loc) IPoeil L/d P�ATES GRIP
TCLL 2�.0 Plales Increase 1.15 TC 0�20 Verl(LL) 0.00 7� >999 360 MT20 1691123
TC�L 70.0 Lumber Increase 1.15 BC OA7 Vert(TL) 0.00 7 �999 240
BCLL 0.0 Rep Siress Incr Yes VvB 0.00 Horz(Tl) -0 01 3 n/a n/a
BCDL 70.0 CoOe IRC2006/TPI2002 (Ma�nx) Wntl�LL) 0.00 6-7 >999 240 WeighF.71b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Strudural wootl s�eathing Oirectly applietl or 1-6-0 oc purlins, except�
BOT CHORD 2x4 SPF No2 entl vertirals.
WEBS 2x4 SPF-5 Slud 60T CHORD Rigitl ceiling tlireclly applietl or 70-0.0 oc bracing.
RENCTIONS Qblsize) 7=214/0.5-9 (min.0-1-8),3=-17/Mechanical,6=4/Mechanical
Max Horz 7=700(LC 6)
Maz Uplitll=-3(LC 6),3=2](LC 7),6=-35(LC fi)
Max Grav7=214(LC 1).3=17(LC 4),6=26(LC 2)
PORCES Qb)-Max.Comp/Max.Ten.-All torces 250(Iti)or less excepl whenshown.
NOTES
11 Wntl'.ASCE 7-05;90mph:TCDL=6.OpsY,BCDL=6.Opsl;b=25fi,Cat 11;Exp B�,enGOSetl;MVJFRS Qow-nse)gable entl zone antl C-C
Extenoq2)mne;�cantilever lefl anG nght exposetl;entl venical left ana nght exposed;GC for members and forces 8 MWFRS for
reaclions shown�,Wmber DOL=1.60 plate gnp DOL=1 BO
2)This Wss has been tlesigned(or a�10.0 ps!bollom chord live loatl nonconcurtenl with any ot�er live loatls.
3)Re�er lo girder(s)Por Iruss�o Wss connections.
4)Provitle mechanical connection(by olhers)of iruss to beanng plate wpable of wilhs�anding 7001b up�ift al joint(s)7.3,6.
5)This truss is tlesignetl in accbr0ance with Ihe 20061nlernational ResiGenlial Cotle sections R502.11.1 antl R802.702 antl referenwd
stantlartl AN51/TPI 1.
6)"Semi-ngia pilchbreaks inclutling heels"Member end fixiry model was used in the analysis antl tlesign o(Ihis truss_
LOAD�CASE�S) S�anaartl
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LOADING(ps� SPACING 2-0-0 CSI DEFL in Qoc) ueen L/G PLATES GRIP
TCLL 20.0 Plateslncrease 1.15 TC 035 Vert(�L) 000 6-7 >999 360 MT20 169/123
TCDL 10D Wmberincrease 1A5 BC 0.09 Vetl(TL) 0.00 6-] >999 240
BQL 0.0 Rep Slress Incr Yes Wg� 0.00 Horz(TL) -Ob2 3 n/a nla
BCDL 10A Code IRC2006/TPI2002 (Malnx) Wnd(Ly 000 6-7 >999 240 Weighl:t01b Ft=20%
7UMBEft BRAqNG
TOP CHORD 2x4 SPF No2 TOP CHORD Slrudural wood shealhing direclly applietl or 2-0-3 oc putlias, excepl
60T CHORD 2x4 SPP No2 en0 vetlicals.
VJEBS 2x4 SPFS SWd BOT CHORD Rigitl ceiling tliretlly applied or 10-0-0 oc bracing.
REACTIONS Qb/size) 7=293/0.3-8 (min.0.1-8�,3=-9/Mechanical,6=4/Mechanical
Max Ho27=151(LC 6)
Max Uplift7=-38(LC 6�,3=-30(LC 7),6=-24(LC 6)
Max Grav 7=293(LC 7),3=23(LC 4),6=36(LC 2)
FORCES (Ib)-Max.Comp./Max.Ten.-All(orces 250 pb)or less except when shown.
TOP CHORD 2-7=257/107
NOTES
1)Nhna:ASCE 7-05;90mph;TCDL=6.Ops/;BCOL=6.Opst,h=25fi;Cal.II;Exp B;enGOSed;MWFRS Qow-nse)gable enC zone an0 PC
Ezlenor(2)zone;canlilever ieft antl nghl exposed;entl vertical left and nght exposetl;GC Por members an0 forces 8 M WFRS for
reaclions shown;Lumber DOL=1.fi0 plale gnp DOL=1.fi0
2)This truss has been Eesigned for a 10.0 psf bollom chora live load nonconcurrent with any olher live loatls.
3)Reter to girder(s)for Iruss to lruss wnnections.
4)Provide mechanical connecliw @y others)of Iruss�o beanng plate capable of wilhstantling�1001b uplift al joint(s)7,3,6.
5)This truss is designetl in accorGance wilh Ihe 2006 Intemational Residential Code sections R502.17.7 anG R802.102 antl re(erenwtl
slantlard ANSIRPI L �
6)"Semi-ngia pi�chbreaks indutling heels"Member entl(ixity model was usea in the analysis and design of��is Iruss.
IOADCA5E�5) Siantlartl
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suoo���'��me pnsne pa�kage.rne wss aesqner onNSS oesro�e�re��ee,�aiso eermea as e soenany ena��eep n rvonne emmme oesqne,onne ouamn¢.
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LOAOING(psp SPACING 2-0-0 C51 DEFL in (loc) Vaeil' Vd PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC �33 Vetl(LL) 0.00 5 >999 360 MT20 169/123
TCDL 10.0 Lumber Increase 1.15 BC 0.13 Vert(TL) 0.00 S >999 240
BCLL 0.0 Rep S�ress Incr Ves VvH 0.00 Horz(Ty -0.02 3 n/a n/a
BC�L 10.0 CodeIRC2006lTPI2002 (Matnx) Wntl(LL) 0.00 4-5 >999 240 WeighCBlb FT=20%
LUMBER BftACING
TOP CHORD 2x4 SPF No2 TOP CHORD Sirutlural wootl shealhing directly applieG or Y442 oc putlins, excepl
BOT CHORD 2x4 SPF No2 entl verticals.
WEBS 2x4 SPF-5 Slud B�T CHORD Rigia ceiling tliredry applietl or 10-0-0 oc bracing.
REACTIONS Qb/size) 5=214/0-3-8 (min.�-0-8),4=-0/Mecfianica�,3=-i6/Mechanical
Max Horz 5=150(LC 6)
Max Uplift4=-64(LC 6),3=-37(LC 7)
Max Grav 5=214(LC 7),4=20�LC 2),3=20(LC 4)
FORCES Qb)-Max.Comp.IMax.Tea-All forces 250(1�)or less except when shown.
NOTES
p Wna:ASGE'7-05;90mp�j TCOL=6.OpsF,BCDL=6.Opsf;T=25%;Cat.11;Exp B;enGOSed;MVVFRS(low-nse)gable entl zone anG GC
Extenor(2)zone;can�ilever lefl anC nght exposed;entl vetlical left ane right exposeO;GC for members antl forces 8 MVJFRS for
reacfions shown;Lumber DOL=1.60 plate gnp DOL=1 60
21 This Wss has been tlesignetl for a 10.0 ps!boltom chorG live IoaG nonconcurtent with any olher live loads.
3)Refer to qirder(s)for truss to truss connections.
4)ProviOe machanical connection(by olhers)of Wss to beanng plate capahle ot withslandin9 100{b uplHt at joiN(s)4,3.
5)This imss is tlesignetl in accordance wit�the 2006 Intemational Residenlial CoAe sections R502.11.1 antl R802.102 antl reference0
standartl AN51/iPl t.
6)"Semi-ngia pilchbreaks inclutling heels"Member entl(xily model was used in(�e anaiy5is and tlesign ol this Wss.
LOADCASE(S) Standard
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LOAOING(psf) SPACING 2-0-0 C51 DEFL in (loc) i/defl IJd PLATES GRIP
TCLL 20.0 Plateslncrease /.15 TC 0.36 Vert(Ly 000 5 >999 360 MT20 169/123
TCDL 10.0 Lumberincrease 1A5 BC 0.15 Vetl(T�) 0.00 5 >999 240
BCLL 0.0 RepStresslncr Yes WB 0.00 Hoa(Ty -003 3 n/a n/a
BCDL 10.0 Code IftG2006/rp12002 (Matnx) Wntl(LL) 0.00 45 >999 p40 Weigh1:91b. FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHOftD Strudural woo0 sheathing tlirectly applietl or 1-5-8 oc putlins, except
BOT CHORD 2x4$PF No2 entl vetliwls.
bVEBS 2x4 SPP-S S�ud 80T CHORD Rigid ceifing Olredly applied or 10-0-0 oc bracing.
REACTIONS (Ib/size) 5=213/0-3-8 (min.0-1-8),4=1/Mec�anicai,3=-11/Mechanical
Max Hoa 5=160(LC 6)
Max Uplrft4=-69(LC fi),3=-02(LC 7)
Max Grev 5=213(LC 1),4=21(LC 2),3=22(LC 4) .
FORCES pb)-Max.Comp/Max.Ten.-All forces 250 Qb)or less except when shown:
NOTES
1)VNntl:ASCE 7-05;90mph;TC�L=6.Opsh BCDL=6.Opsf,h=251C Cal.II;Exp B;enGOSetl;MWFRS Qow-rise)gable end zone and GC
Extenor(2)zone;cantilever left antl nght exposed;entl vertical left and nght exposed;GC for members antl forces 8 MWFRS for
reactions shown;Lumber DOL=1.60 plate gnp WL=1.60
21 This Iruss has been tlesignedlor a 10.0 pdf bottom chortl live bad nonconcunent wilh any olher live loatls.
31 Refer to girtleqs)for iruss to iruss mnnections.
4i Pmvitle mechanical connedion(by others)of Wss to beanng plale capable at withstantling 10�Ib uplift at joint(s)4,3.
5)This Iruss is tlesignetl In accortlance with Ihe 2006 Intemational Resitlen�ial Cotle seclions R502.11.1 antl R802.102 and referenced
slandartl AN51/iPl f.
6�"Semi-ngitl pitch�reaks inclutling heels"Member entl fzity motlel was usetl in Ihe anatysis an0 tlesign o(�his Wss.
LOAD C.4SE(S) Standartl
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511-02 5-0I-02
LOADING(psO SPACING 2-0-0 C51 DEFL in (loc) I/tle0 L/tl PLqTES GRIP
TCLL 20.0 Plateslncrease 1.75 TC 084 Vert(LL) -0.06 5-6 >999 360 MT20 169/123
TCOL 10A Cumberincrease 7.15 BC 0.35 Vert(TL) -0.77 56 >840 240
BCLL 0.0 Rep Siress Incr Yes WB 0.56 Horz(TL) 001 5 Na n/a
BCDL 100 CotleIRC2006/rP12002 (Malnz) Wind�ll) 0.13 5-6 >999 240 Weiqht:431b FT=20%
.LUMBER BRAqNG
tOP CHORO 2x4 SFF No2 TOP CHOR� Slructural wootl shealhing tlirecfly applietl or 5-10-fi oc putlins, except
80T CHORD 2x4 SPP Na2 entl vetlicals.
VJEBS 2x4 SPFS Stutl BOT CHOR� Ri id ceilin direcll a lied or e-10-
9 9 y pp 10 oc bradng.
REACTIONS (Ib/size) 7=572/03-8 (min.0-1-8),5=460/0-1-8 (min.0-1-8)
Max Hoa 7=157(LC 6)
Max Uplif�7=464(LC 4),5=465(LC 8)
FORCES (Ib)-Max.Comp./Max.Ten.-AO forces 250(Ib)or less except when shown.
TOP CHOR� 2-3=-608/344.2-7=�8426I
BOTCHORD 6-]=-421/513,5-6=-0211513
WEBS 35=-54fil452
NOTES
i)VJintl:ASCE�-O5;90mph;TCDL=fi.Opsh BCDL=6 Opsf h=25f1;Cat Ii;Exp B;enGOSe6 MVJFRS Qow-rise)gabie end mne antl GC
Exlenoq2)zone;canlilever lefi antl nghl exposed;entl vertical left exposed;porch Ie8 and nghl exposeqC-C(or members and fo�ces 8
MWFRS(or reaclions showq W mber DOL=1.60 plale gnp DOL=1.60
2)This iruss has been designetl Por a 10.0 psl bollom chord live loatl nonconcurrenl with any o�her live loatls.
3)Beanng at joinl(s)5 considers pa211e1 to grain value using ANSIRPI 1 angie lo grain formula. Builtling tlesigner s�ould venfy capadty
ot beanng surtace.
� 4)Pmvitle mechanical connection @y others)ofdruss to beanng plate at joiN(s)5.
5)Provitle mechanical connection(by others)of Vuss to beanng plale rapable ot withstantling 1�O Ib uplifl at joint(s)excepl Qt=1b1]=164,
5=185.
6)This Wss is tlesigned in accoManw wit�Ihe 20061nlemalional ResiEenlial CoOe sections R502.11.1 antl R802.102 antl referencetl
slantlartl AN51/TPI 1.
7)"Semi-ngitl pilchbreaks including heels"Member enC 6xiry model was usetl in t�e analysis antl design of ihis Wss.
LOADCASE(5) Stantlartl xxy''�'ty{}�t td
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a WARNING Ple 5 �� ouB�lyreN¢ I� C slomelSA k IetlgemenlalPm8uM5�enJeNTertrtsbrManu0clureaP 0 tl'IOrtn.Ve ry0 g p lerseMree4nolesonl�sTmiS
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supp�ee n me ioosile pacxege.?ne wss oesqnei or wss oesqn eng neer(a�so aerinee as a spedany engineerj Is rvoi me eN�oing oesgner onna eui�einq.
Job TNSS TlllssTypO p�y Ply NpOBewaa� i66YilleBeolWeslClay
IBa5R22
B1441601 M02 MonopACA � �
bR�PfP p
. vov�w, mwncan�ic.nr�oma 9A305pC11�0013MTekIn0u51nes.Inc. MOnJU10]18:�3:W3�14Paga1
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i -0-6-0 � 5442 10.9-9 —
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5-4-01 10.&9
54-02 5-d42
Plate ORSe�s X Yj�_�4:0-&B.Edqe�
LOAOING(psp SPACING 2-0-0 C51 DEFL in (IOC) VGeFl Utl PLATES GRIP
TCLL 20.0 Plates Increase Y.15 TC 070 Veh(LL) -0.05 5-6 >999 360 MT20 169/123
TCDI tOD WmOerincrease 1.15 BC 031 Vert(TL) -0.12 5-6 >999 240
BCLL 0 0 Rep Slress Incr Yes 4VB 0.33 Horz(TL) -0.01 9 n/a n/a
BGDL 10.0 Code IRC2006/TPI2002 (Matnx) Wntl(LL) 0.08 5-6 >999 240 Weigh1:411G FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD StrucWral wootl sheathing tlirectly applietl or 6-0-0 oc putlins, except
BOTCHORD 2x45PFNo2 enCVerticals. -
VJEBS 2x4 SPF-S Stutl BOT CHORO Rigid ceiling tlireUly applietl or 9-6-13 oc bracing.
OTHERS 2x45PF-SSWd
REACTIONS (Ib/size) 7=529/0-3-8 (min.04-8),9=386N4-8 (min.0-7-8)
Max Horz 7=142(LC.6)
Max Uplifl7=-754(LC 4),9=-139(LC 6)
FDRCES (Ib)-Max.Comp./Max Ten.-AO forces 250 Qb)or less ezcept when shown.
TOP CHORD 23=-520/303.5-8=-241/259,4-8=-241/259,2-7=-445253
BOTCHORD 6-7=-371/432,5-6=-371/432
VJEBS 3-5=-421/310
NOTES
1J Vv5n4:ASCE 7-05;�90mph;TCDL=6,Opsf;BCDL=6,Opsf h=25fl;Ca�.If,Exp B;enGoseQ MVJFRS Qow-nse)gaCle end zone antl GC
Ezlenor(2)mne;caNilever lefl and nght exposed;entl venical lefl exposed;porch letl antl nghl exposed�,C-G tor members antl torces 8
MWFRS tor reaclions shown;Lumber�OC=1.60 plale gnp DOL=1.60
2)This huss has been tlesignetl for a 10.0 ps(bollom chortl live load nonconcurtent wi�h any other live loads.
3)Beanng at joint(s)9 considers parallel to qrain value using ANSIRPI 1 angie to grain brmula. Builtling designer shaultl venfy capatlry
of beanng sur(ace.
4)Pmvitle merhanical connection @y others)of iruss lo beanng plate al joinqs)9.
5)Pmvitle mechanical connection(by others)of Vuss lo beanng plale capable o(withstantling 1001b uplifl at join!(s)ezcepl Qt=1b)]=154.
9=139.
6)This truss is designed in accortlance wilh�he 2006 lntemational Residenlial Co�e sections R502.11.1 and R802.101 and relerencetl
slandarG ANSIRPI L �; J �1 t��J+'
1)"Semi-ngid pilchbreaks inclutling heels"Member entl 6xiry model was usetl in ihe anarysis and aesign o(ihis hvss. `{>k9 4.�r F�,� � P�f Y
LOADGASES Stantlard h � .' . �� F
1 ) .��:s ;i'.�rT�'��.,'.j1�`,-.y
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July 8,2014
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p . � . . h e v � e a i m' r ss
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1 mmpres W kFng My, t� puM gs1 tilAy� B A�� II po ry 1 "MO'8 10 yl M Sldh��y0 yC 51�R ISIM1¢re50 ��Ily 11M1 W5 -n5ldlle�.
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ANSIrtFIt.Po g Ig i] ureg U ga g p� 10111 s 1 C" u n qualnyconlmisloaa e I ry aon IaleralreslrenlanJ�'Ba�910 "g m 5111M1 lal 1 GA'onolt�e ��
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s�PO��i�me ptsne oa�kage.rne e�ss ees�ner or wss eespn enp nee��di�o eernee as a:�any enqmeep is Hor me amwme oesg�e,onne e�ne'��y.
Job TNSS TmssType pty� Pty VJenBewooe 155Umegemwes�C�ey
91/�I6a)1 MW MonoO�cM1 � �,
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LOADING�ps� SPACING 2-0-0 C51 DEFL in (loc) I/deil L/0 PLATES GftIP
TCLL 20.0 Plales Increase 1.15 TC 0.45� Verl(LL) -0.18 5-6 >582 360 MT20 169H23
TWl 10A �umberincrease 1.15 BC 027 Verl(Ty -0.44 5-6 �>243 240
BCLL 0.0 Rep Siress Incr Yes VvB 0.16 Horz(TL) -0.01 8 n/a n/a
BWL 10.0 CoCeIRC2006/TPI2002 (Matnx) W�nG(LL) 0.38 5-fi >296 240 Weight:33@ FT=20%
LUMBER BRACING
TOP CHORO 2x4 SPF No2 TOP CHOR� Slruclural wma sheathing tlireclly applietl or 6-0.0 oc putlins, excepl
80T CHORD 2s4 SPF No1 enG veei�ais.
WEBS 2x0 SPF-S SWd BOT CHOftD Riqitl ceiling tlirectly applietl or 10-0-0 oc bracing.
CTHERS 2z45PF-SSWtl -
REACTIONS (Ib/size) 6=464/0-3-8 (min.0-1-8),8=318I04-8 (min.0.1-8�
Max Hoa 6=125(LC 8)
Ma�Uplif�6=-138(LC 4),8=476(LC 6)
FORCES (Ib)-Max.Comp/Max.Ten.-AO forces 250(Ib)or less excepl when shown.
TOPCHORD 2-3=-3]6/171,2-6=3]2/777 �
BOTCHORD 5-6=-244/305
WEBS 3-5=-27fi208
NOTES
1)Wintl:ASCE 7-05;90mph;TWL=6.OpsY,BW L=6.OpsF,h=25B;Cat.11;Exp B;enGOSed:MVJFRS.Qow-nse)gable entl zone and GC
Extenoq2)zone;cantilever left antl nght exposeG;entl vetlical letl ezposeQ porch leR and nghl exposetl;C-C for members and forces 8
MWFRS for reactions shown;Wmber DOL=/.60 plale gnp�OL=1.60
2)This iruss has been Oesigned br a 10.0 psf bollom chord live IoaG nonconwnenl wilh any other live loads.
3)Beanng at join�(s)8 consitlers parallel to grain value using AN51/iPl Langle lo grain brmula. Building tlesigner shoultlmenfy capa�ty
oi bearing surtace.
4)Pmvide mechanical wnnection(by ol0ers)of Wss m peanng plate at joinl(s)e.
5)Pmvide mechanical conneclion @y others)of Iruss to�eanng plate capable of withstantling 100 Ib upli(t al joint(s)excepl Qt=1bJ 6=138,
8=116.
�6)T�is truss is Oesignetl in accortlance wilh ihe 20061ntemalionai Residential Cotle seclions R5@.11.1 andR802.1Q2 and relerence0
slantlartl ANSI/TPI 1. '�x y p�p
7) Semi-ngid pitchbreaks inGUtling heels'Mem�er entl fixiry modei was usetl in Ihe analysis antl aesign of ihis Wss, 4��'4,4E`p�.� '{fpy�
LOADCASE�S) S�antlard � ^'r- c ��_.��%'�
t $ �^ ,,,j4,�T r}�. s' .°�.
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pl Ce R pp MlilYl Ih O q I�� ��pleIN � IO pkl d� ' .TMQ g pY ,be0�q drl , I UIIY � II� p� 11 YPa�kular
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�w mpres 0 kl g ly M� p p B �a��YaBG p�AWd II po ry I �Vd'B IG 'pl �5 1 OIIyJ ngc sl q 1 Ili spo pl�y 11� � 55 nslall¢�.
Atltl�onalpeon 10 b�p 1�IIIyMdG�g IIO re!II 1 q ' I�e}e 0 �Ily II� Qv- ,1� Qv ! W�orkMBpenlo�OaB Ik gD q� pe IM1 IRC 1� IBCaM
AN51?PI1.Fo g neralguEenierq N gU gnresp I�IAes.laUn[abo Qualnyconlrvl sto B ,41' ry,eretl'ohlaterelR51ran1anaUaa IOratinp,co �II1� Iale51e0Abnoll�e �
iaemeiec.nrvsvmnmeacsi ,� nem:a�ei�eesi�ema'��aco�o�emsaieiymro r � euadeoomsecna�..�w,:o�.m i�y. mama�y iiee��sai�uo�'mormaro� ENG/NEER/NG!tc
s�pa��eemmepesneoacwege.meimssaes�q�«o.�msseesqnenq��«<�aisoaeoneaasas�danyenAmeepmNOrmeemw�naoesy�e�onneemio��q. �
'Job Tmss TmssType �ty PIY `/+eae?wooe�a68wWBeoiwesiCiay
Bt�dl64if MW ManoOnc� � � I&532N
JPb Relerenc@_( �ional
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1b-0 54-11
5-0-02
0x12 = Scale=126B
<315-
a.00 iz
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51-02 Si 12
Pla�e Offsels(%V): f4:0-8-8 Etloel �
LOADING(psQ 5PAGNG 2-0-0 C51 �EFL in (loc) imen Ud PLATES GRIP
TCLL 20� plales�ncrease 1.15 TG �A2 Vetl(LL) -002 6-7 >999 360 MT20 169/123
TCDL 10.� Lumberincrease 1.15 BC 0.15 Vetl(TL) -0.05 6-7 >999 240
BCLL 0.0 Rep Stress Incr Ves VJB 0.32 Hoa(TL) 0.03 9 n/a n/a
BCDL 10.0 Cotle.IRC2006/�PI2002 (MaMx) Wntl(�L) 0.04 6-7 >999 240 Weigh1:441b FT=.20%
LUMBER �BRAQNG
TOP CHORD 2x4 SPF No2 TOP CHORD Structural wooC sheathing�ireclly applietl or 6-0-0 oc putlins, excep�
BOTCHORD 2x4SPFNo2 entivetlirals.
VJEBS 2x4 SPF-S Stua BOT CHORD ,Rigitl wiling tlirectly applied or 9-14 oc Eiadng.
OTHERS 2a05PFSSW4
REACTIONS (Ib/size) 7=510/0-3-8 (min.0-7-B),9=366I0-1-B (min.0-1-8)
Max Hoa]=137�LC 6)
Max Uplifl]=-050(LC 4),9=-133�LC 6)
FORCES (Ib)-Max.Comp./Max.Ten.-AO forces 250 Qb)or less except when shown.
i0P CHORO 2-3=-525/304,5-8=239/261,4-8=-239/261,2-7=4fi1/260
BOTCNORD 5-6=J75/454
VuEBS 3-5=-45fi/390,2-6=469/375
NOTES
7)Wintl:ASCE 7-05;90mph;TCDL=6.Opsf,�BCDL=6.Opsf h=25fl;Wl II;Exp B;enGOSetl;MVJFRS pow-nse)gable enC zone antl PC
Extenor(2)zone;canlileverJeB and nghl exposed;entl vetlical left exposeq porch left an0 nght exposed;FC Por members and forces 8
MWFRSforreaclionsshown;WmberDOL=f.60plalegripDOL=1.60 �
2)This iruss has been tlesigned ror a 10.0 psi botlom chortl live IoaG nonconcurrent with any other live loads.
' 3)Beanng at Joinqs)9 wnsiders pa211e1 lo grain value using ANSIRPI9 angfe ro grain formula. Building designer shaultl ven(y�patlty
ot beanng surtace.
4)Pmvitle meUanicai connedion @y others)of Iruss to�eanng plate at joinl(s)9.
5)Provitle mechanical conneUion @y others)of imss lo beanng plale capa0le of withstantlinq 100 1b upli/t at joiN(s)encepl Qt=1b)7=150,
9=133.
6)T�is imss Is tlesigned in accortlance with Ihe 2006 Intemational ResiGenlial Codesections R502.11.1 antl R802A0 2 anG referencetl
standartl ANSII�PI L �iiz�t�1F
7) Semi-rigi0 pitchbreaks inclutling heeis"Member ena(xily motlel was used in the analysis antl tlesign of this Iruss. 4 k*����K'I${ � y�l
LOADCASE�S) Stantlard T �y '4�-�1,�`.���'r,,
i ��'� �ht,•"..y�'.K\ :
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pl 1 p blNyl IM1 0 0 ��h �9� � W �OpdM� ' .1T d Ianassumpl'onabaa g U� , tplly M II� p� 11 yp?icvla� �
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I� mvRS U FI g ly, 11 WW"g I�IAy� p.qeUN II pp ry �1 "Vdxp IGa'pl 's 1bltyU y 9 d IM sp �d1�y Iln I slnslaller.
AOti� Ip�ma �p p g 1�ItlyOd'g II� � II 1 tl ' 10 p tilry II� Ow ,I� Pr ! WpontMagenlo���eB tlIBD g ,pe 1�-IRCi� IBC U
AN51?PI1 Po B Ig q eB b BO g p 10111 I� 1 ,Q allyconlmi sla�B 4 I ry, d I I I 51�an�an00flp0 IG �'p co tlRr I I � 0�'ono�l�¢
iec m iee aHSUrcn meecsis m�r n i ei ecsiee ia�compo�amsa�eiym�o r�ia�aiamerro secn iw.,,.3m�e�:in.wma�a�v eia�ee'�s�anaro�iim,maro� ENC/NEER/NGitc
suyvl ee�me�oesne nacha9e.me wss eesgner o,wss oesqn erg neer�a�so acrnce as a z0eciany ene��eap is rvor�ne 9oimina ocspner orme ounai�g.
Job Tmss TmssType Qly Ply v.aagewooatseVliaeaorwestCiay
B16H8<]1 M05 MonopilcA � � IB<53335
JbRf 1 p
�� .., niwncnviuc.in�oiao ,).4JO50q1�4013MiT¢MIn0u5Vrt5,Inc. MOnJU10)1fiV3:5330HPaqe1
IpsBwJLOgaH_sHFNACZ6051uz_SXO-5zICOFJ_SROIP1EABgImvjKQyZnPZ�luqenRZ_z_Ot�
J-L9 I 641-0 � 138-0 269-8
34-8 6-H-p 5.g.p ' �p 0
3rd II Scale=1:50.0
5
5.t3 ta
Jr6 %
a
� 5xB %
3 d-6
�3 J.
3
� 8
1
JeB= 9 B )
3x8 = 6
1.Sx� II 3zd = 0x0 =
�— 6-01.0 � 13-&� 20-8-9
6-11-0 G9 0 ]0-B �
PlateOffsets(XV7' �2'0-0-00-0-31 f3�0-3-0ECa 1
LOADING(psf) SPACING 2-0-0 C51 OEFL in (loc) imen tJtl PLATES GRIP
TCLL 20D Plaleslncrease 1.75 TC 036 Veri(LL) -0.07 6-7 >999 36U MT20 169/123
TCOL 100 Lumberincrease 7.15 BC 0.34 Vert(TL) -0.78 6-� >999 240
BCLL 0.0 Rep Siress Incr Ves WB 078 Horz(TL) 004 6 n/a n/a
6C�L 10.0 GoaeIRC2006/TPI2002 (Matnx) Wnd(LL) 0.04 7-9 >999 240 Weigh�:971b FT=20%
LUMBER BRACING
TOP CHOR� 2x4 SPF No2'ExcepY TOP CHORD Sirupural wootl sheathing tlirectly applietl or 6-0-0 oc purlins, except
13:2x6 SPF No.2 end vertiwls.
BOT CHORD 2x4 SPFNO2 BOT CHORD Rigitl ceiling tlirectly applietl or 10-0-0 oc bracing.
NlEBS 2x4 SPFS Stud'ExcepC WEBS 1'ftow at mitlpt 5-6,4-6
5£,4-6:2x4 SPF No2 -
REAGTIONS (Ib/size) 6=801/03-8 (min.04-8),2=1029/D-3-B (min:0.1-10)
Max Horz 2=328(LC 6)
Max Uplift6=-124(LC 6),2=-119(LC 6)
FORCES (Ib)-Max.Comp�./Max.Ten.-All fomes 250(Ib)or less except when s�own.
TOPCHOft� 2-3=4369/0,3-d=-781/0
BOT CHORD 2-9=-213A 150„&9=-209/1156,7-8=-209/115fi,6-7=-130/fi47
WEBS 3-9=0/277,.3-7=-561I87,4-]=0/490,4-6=-856/172
NOTES
p Wna:ASCE 7-05;90mpti;TWL=6�.Opsf BCDL=6.Opsf;h=25M;Cat.II;Exp B;enGoseQ MVVFRS(low-nse)gable entl mne antl GC
E#enoq2)zone;canlilever letl and nght exposetl;end vetlical lefl ezposetl;FC for members ana fomes 8 MWfRS for reactions
s�own;Lumber DOL=1.60 plale grip DOL=1.60
2)This iruss has been designetl tor a 10.0 ps(battom chora live load nonconcurren�wilh any olher live loatls.
3)Pmvftle mechanical connedion(by o��ers)of Wss to beanng plale�apable of wilhs�antling 10�Ib upli/t al join�(s)excepl QbIbJ 6=124,
2=119.
4)This Vuss is tlesi9netl in accortlance with Ne 20061ntemalional Residential Cotle sectians R502.11.1 antl ft802.102 antl relerenced
slantlar0 AN51/TPI L �
5)"Semi-rigitl pilch�reaks indutling heels"Member entl f�xily motlel was usetl in�he analysis antl design ot lhis l�uss.
LOAD CASE(S) S�entlartl t � } �; tt
�f�xt...�� PF! �.t'�r✓�.
.��V�'�,x.iytaTc,y-�`-,4�`'�0+%,
�?' =.���+ 4�;���3';a.
.� PE�..i?CYF�,�.2fY ;y�. �
� _STA�E``J� �•,�.
� v „
f�Y ...,✓77Cn S4` ''`UZk4'
a
r
rr/,r�'�:l 1r+LC��.���`��.
�IS11lt�tt4 t+:xi
�
July 8,2014
Q OWApNINOG PI �p qply ' N C 1 f Ak IOg 1 IP B'M51 tlNTrrtelorManufacturedP Jc1 I .V lytl4g p k M 0 1 1�' Truss
_'p M�� DJftf e5� 1( .03tQpep .OIyNTk cl plt s�allCeuse0lorl�Bt U g J "pl G Ivl lT ( 0 �9 tl '�q"U les
n o0 on�r in o q im �qi � o ��e pdean '.'m n g�assumqo�s ioaa a en �einy e im- po n n f� �
U IMI B� �� W E I ly I IM1 Pv I� Qv ! �ul� 0 g �1 1� B p�g pe g p�qN51?PI 1 Le�er I � 1 tl g� Ib � M'W 1 � 4 U N mae Mrs
� p s �u kl'g ry olf b 4] p 1 tillyb �g R40A II p� ry 1 �'Vd'g Ipra'B� � ¢ �ElilyJ g y p I� � po Sb'IA II� 1 " 1 II�.
Y
Atltlf Ip rtn 10 M'q �tillyU rg It� II 1 tl IM1 p I�'lly Iln px ,�p qr Wp � 4 g 1 rNeB b�p� g pe N IRC In IBC M
ANSIRPILFOg Ip�10 erryN gU g� pp pin �IE' t Q IAy 1 I, t g ,0el' ry a ,It I 1 nlantldg Ip I5, 110 It 1 dA Ilp
wc in iec nmsiRai� m ecsi� rv n � ai essi�e u�ac � is nyi i r � u w io secn i .:eo a w. �aaoyrem�eo-�:ianaro���ro�ero� ENGINEEi7ING¢c
pp�ennme�nes�ew�xagc.mawsse g�erar.bus e qnenal�ee�(.�saeenneeasasce�anyengneep�srvonneau�e�n oes
g gmrollOeOUldng.
JOb TN55 TNSSTypp Oty Ply Vr4pBewooJ 168VII�apeolVJes�Cley
8144166]1 M00 MonopncA � �
I&532]0
1 11
rn�eww. mVVNGSVILLE.IN<b1S9 )L3450qU]01]MR¢klnUUSVres,InGMOnJUIW18:dJ:523010Pag¢I
I�sBwJLOgaH_sHFNACZ6051uz_SXO-SZICOFJ_SROIP1EABgImvjKotZnCZkVUqenRZ z_OtD
8110 { t33-8 20.5-9 I
6-01-0 GZB gH-0
]x� ❑ Scale=1:55.5
5.10 R 6
]rt'y �
3a6 % 5 /
d
3rt %
3 y�
]e4 % $
axa� �
� 3I 3
d
3v8 II 10 9 �
8 )
15xC II �"8 3x0 ° ]x< °
i 6-H-0 12_a 12 � 20.5-B
641-0 5512 8-0-4
Plale OHSeIS IX,Y]: ry:0-66 Edqe�
LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/tle0 L/J PLATES GftIP
TCLL 200 Plateslncrease �1.75 TC 034 Vert(LL) -0.12 7-8 »96 3fi0 MT20 169/123
1CDL 10.0 Lumber Increase 1.15 BC 0.35 Vetl(Ty -0.30 7-B �322 240
BCLL 0.0 Rep Siress Incr Ves VvB O.fiO Horz(TL� 0 01 7 n/a n/a
BWL 10_0 CodeIRC2006/TP12002 (Matnx) VJnG(LL) 0.02 1-10 >999 240 WeiqhtBelb FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPf No2 TOP CHORO Siruciural wootl shealhing directry applied or fi-O-Obc pudins, except
�BOT CHORD 2x4 SPF No 2 entl vetlicals.
WEBS 2x4 SPF-S SWtl'Excep�' BOT CHORD RigiO ceiling Airectly applied or 6-0.0 oc braang.
6-7,Sd:2x4 SPF No2 WEBS i Row al midpt 6-�,5-7
SLIDER Cett 2x4 SPFS Stutl 3-8-14
PEACTIONS (Ib/size) 7=315/03-8 (min.0-1-8),1=493/Mechanical,B=81B/03-8 (min.04-8)
Max Horz 1=282(LC 6)
Max Uplil�l=-135(LC 6).1=-8(LC 6)
FORCES Qb)-Maz.Comp/Maa.Ten.-All(orces 250(Ib)or less ezcepl when shown.
TOP CHORD 1-2=-647/1,2-3=-56I/20
BOTCHORD 1d0=-254/521,9-10=-254/521,8-9=-254/521
WEBS 3-8=-586/155,5-8=-366/36
NOTES
1)Wnd:ASCE 7-05;90mph;TC�L=6.Opsf BCDL=6.Opsl;h=25ft;Cal.II;Exp B;enGOSeQ M WFRS Qow-nse)gable end zone and GC
E�lenor(2)mne:cantilever IeR antl nght exposed;entl vertical lefl exposetl;C-C for members anE Porces 8 MWFftS for reaclions
shown;Lumber DOL=1.60 plate gnp DOL=7.60
2)This Iruss�as been tlesignetl for a 10.0 psf bo��om chortl live loatl nonconcurren�with any o�her live loads.
3)ftefer to girtler(s)lo�Wss to Iruss tonnectians.
4)Provitle mechaniwl conneclion @y oNers)of truss to Ceadng plate capable of withstantling t001b upii(�at joint(s)t except�t=10)
7=135.
5)This truss is designed in accortlance wilh ihe 2006 Inlemational ResiEentiai Gotle sections R502.11.1 anA R802.102 and referenceG
siantlard AN51/TPI 1.
6)"Semi-ngitl pilchbreaks including heels"Member end fxiry model was useG in Ihe analysis and tlesign of Uis iruss. :� t iry��
LOAD CASE�S) Slandard kt ���'�5� F� j}��ry
.� y.l. �•��, �`.1-,�.,�^N
,4¢�ti� ,Tcr'j��,� .,
� �= ' : '35°�.
;� �E?ti7r'?:2D. y
' e ry
'6 :5 6TfirESS� '�,2'��
r
v �
`� r�fi�`.r'/d5$aNP' .ssi,t.,
��� "�.J„1 y1 E'N�^V�t-
fr�4/�t1lt911�i31X:t�k�.
July 8,2014
A W/RNING PI 1� �gM1ly� 'e 1� C � (�Nk kU8 ) �P B NSIM NTms/orMenubqumJP Jq I .V ry0 p pe d J a 1�� M T s
D q 0 'p 0�� �JRI e 5�¢�(¢.011{)Ueb OIyMTk ec1 pllss�nllGeusedlor�p 1 4 g U 'qt 0 Iq'�ID' � �0� y tl �g"0 I55
pl I � Oltyf�t� E B !Ih yl lm p� Idpt%4M1 ' .ip E g p�b ,I e�q tln hplly tl II� po 11 ypan I '
W 1tl 0� �� W O l ly I IM1 Ow 1� Ox f e 1�tl� g 1 Ip B FJ�q O p p¢ANSI?PI 1.L 1 r I I 1 d g al � 0 M vrl I G 0 c�oN m �
I mpas W kll�q ly �I b q B �bl�y 0 g AUD��- I I Po ry 1 'UQ B �� '8� � 1�Ily 0� rp 9 q 1�< spo O ltly I I� 1 55�ns�alle�.
FUJA IPe� Ib N B 1 bl�Y� � 11� II 1 d Ih p pllY II� Qv 1� Pv f Wp "�J g M 1� B Itl 9�9 � pe Ip¢IRG 1� IBC �q
AN51/TPI1. Fn 0 ��9 b� cer B b 94 9 P bin 10" f p IAy 1 I lo q ,U 1 ry q ,I I I 1 IantlUl g le �'p,� Itln lal 1 UHbnoll�e �
Sac,in iec.nr�sirtaii in ewi '�y n � �� ar ecsi�a a'ac po� �s nyi i r � iaeko- secn � .soa o ��y �Ayie��a�:ienaro�imio�ar� ENGINEER/XG¢c
Pn�eonine�onsieoacxage.rnei ssaesre�e����ti asqnede�ee��eisoaerneeasaeceuanye�e�eeo�srvormeeuio�nqoesynerormeeeia'�a.
Job Tmss TrussType pry ply v�ceeew000 tseullaeeoiwes�cby
B1��16�If MO] Ma0o0�cA � � 19I5331]
b R y� t� p
... ' ' •""'"•`°••`•`•'•�°"° ]�]OSOC11�3013MiTehln4o51ne5.Inc. MOnJU10]18:�]SJ30HPa9¢1
IOSBwJLOqaH_sHFNACZ8051uz 5%0-Z9RbcbKCSkB91ApMhNp?SxtVby931Ha1YIX Wpi_OIa
6-3-0] I II.4d ' ]0-5-9 —
63-�3 6-0-5 g_�.g
scaie-i�ai.z
2a rsa � � � 3 � im ra rsa w
- �
t . u
ae s.q//
' ��-w s i
11 10 9 _ ' � �
3x6'° B � 6
3rd II 3vd= �x8 = Jx0 II
i ¢110 t2-}0 13�-0144.8 � 166"o I 2as8
&}�3 5113 0.13 2-0-5 29-8 ]-11-8
LOADING(psQ SPACING 2-0-0 C51 DEFL in (IOC) Iltlefl Ud PLATES GRIP
TCLL 20.0 Plates Increase 7.15 TC 0.53 Vetl(Ly -O.Od 10-11 >999 360 M720 1691123
TCDL t0A Lum�erincrease 1./5 BG 0.18 Vert(Ty -0.1010-ii >9g9 240
BCLL 0 0 Rep Slress Incr Ves WH 023 Horz(TL) OAU 6 nla nla
BWL 10.0 Cotle�IRC2006/TPI2002 (Malnx) Wnd(LL) 003�10-11 >999 240 Weight:1121� FT=20%
LUMBER BR4CING
TOP CHORD 2x4 SPF No2 TOP CHORD 2-0-0 oc putlins(6-0-0 max.):7-5, except end vetlicals.
BOT CHORD 2z4 SPF No2 60T CHORD Rigitl ceiling tlireclty applietl or 10-0-0 oc bracing_
VIEBS 2x4 SPF-S Stutl'Excepl' WE85 1 Row al midpt 1-i i,5-6,2-1Q2-8,4-8,5-8
1-00,2-8,5-8:2x4 SPF No2 �
REACTIONS All bearings 0-3-8 excepl G�=lengih)11=Mechanical,8=4-3-0,8=4-3-0.
(Ib)- Max Horz 11=235(LC4)
Max Upiift All uplift 100Ib or less at joinl(s)7 t,6 except 8=-168(LC 5)
Max Grav All reaclions 2501�or less al joinys)6,7 excep�11=397(LC�1),8=7000(LC i);8=f000(LC 1)
FDRCES Qb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less excepl w�en shown.
TOP CHORD 1-11=-944/90 �
WEBS 2-8=-398l101,d-8=�74/158
NOTES
1)NAntlfASCE 7-05;90mph;iW L=6.opsf BCDL=6.Opsf h=25B;Cal.II;Exp B;enGOSeQ MVJFRS(low-nse)gable ena zone antl C-C
Exletlor(2)mne;canlilever left and dght exposetl;end vertical le(t antl nghl expoSeQC-C for members and forces 8 MWFRS br
reactions shown;Lumber DOL=1.60 plale gnp DOL=1.60
2)Pmvitle adequate Grainage to prevenl water ponGing.
3)This Iruss�as been tlesignetl for a 10.0 psf�ottom chord iive IoaO nonconcurren�with any other live loads.
4)Refer to girtler(s)for huss to W ss connecfions.
5)Provitle mechanical connedion(by alhers)o(iruss lo Oeanng plale capable ol wi�hslantling 100 Ib uplifl a�joinl(s)11,6 excep�Qbip)
8=168.
6)This truss is tlesignetl in accordance wil�ihe 20061ntemational ResiOenlial Cotle sections R502.H.1 antlR802.102 and referenced
.standartl ANSI/TPf1.
7)"Semi-ngid pilch�reaks inclutling heels"Member entl fxity model was usetl in t�e anarysis and tlesign o(Ihis Iruss.
8)Graphical putlin representation tloes�nol tlepict Ihe size or ihe onenlation ot ihe putlin along the top ana/or bottom chorG. ,iy t t r�p�����
t
LOAD CASE�S) Stantlartl v��yy1�7t`P+d ['�i(t
y\ � ':. r'♦ l�r y
R �.Y� ''�i'}� T-vl� lr ,ti,.�xr.
u`s'� � '., ti'�
; �c_.rit��z^2�r �i
r
�, , s°,n�EO� i�A'.-;.
��� '�?�r��Nr •4��,��
',,E� ;�f�i al�ty",��`
-"zj+�7id1's?`Sic..
Juty 8,2014
� �wneHirvc Piasem pnive' m cs�� r nk ieg iorv eiasi dmi � M in ep ea � .vnrya q r � e'�aa i -in r ss
'g D �p Mlh OJRIR 5� 1(e 03lQGl OryNTk cl pll �II[e Of 1�' t d g tl Igt b Iq TMt U Ig�d '�pnp les �
Pi � pos0lAYl�l� tl p II� Bfl mpo IUObd� ".iTesg � P� IedB�dl : tUIIY � 11� � tl YV� Ir �
� p B-. Ilr �q pNY �I� Qv 1� qv-! �p tl tl 9 ^� 1� B 10`pD IB P ANSIRPII L� I 1 In�O I� ! � 'OWU I � M p N e Ce
I p ss W hl g ly 11 � M�q 1 Oltlyb �p N�il II � ry �f I VJ g Ip "gl �errya n e S� 1 ��G po �IXy II� � 'ns�aller
AdUN �p nn iG q B 1 MItYw kp Ilh II t d I 1�- p rollv II� �On ,IM1 Ox I IM1 ¢U 9 1 �p B NrpD q pp t��IR41M1 IBC 4
ANSI/TPI I. Fo p Ig p � eB b 84 B� P^ UII �e' 1� q IAy lol, l g ,d ll ry, q ,I I I I 'Ian04ap IM �p; tl�p I t I dAOnofl�e
ae.in iecaHSnaii m ecsi: �y n i ��ai ecsice a e�� ro isiiriro � i nm ro seen i .:e a vy � f,ea�y,¢imee��,�anaro�aro�aro� fNG/NEEH/NGuc
Pniea�ine�oezneoa�xage.me� aesre�e�-o.ws aesqne��eupisoe�r�eaasasce=�anyena�ee���urvormee�ian oes'
g re^erollneeuleing.
Jo0 Truss TrussType ply Pty v,pGg¢auoe ieavivaeeoiwesiGiay
31�{18�]1 M�8 Monoq�U � � IB/50$20
,�qb F ( Y II
'••"°°"°. ^"^�ROD°"`O1YV°"O ]�]OSOdHI013MiTehlnduslrrts,lnc MonJU10]16aJ'.5]301� Faget
10'sBwJLOgaH_sHFNA¢6051uz_5%0-Z9ftbcbKCSk891ApM�Np?SxitlEyA81JC121X_Wpz_Ola
4-60 4-9-0 I 9�68 I
1 6-0� 0-9 4 q-9-0
3xd II Scale=l:Ja.1
5
1a.00 14
3�8 O 5
J�a i a —°'9 g irt II �
�
3
6
<x6 �/
22
� ' Iri
d
8 ] 6
15xq ��
]xC = 3a4 =
, °-44_{ 368_�
4-9-d 0 9<
lOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/tle� Vtl PLATES GRIP
TQL 20.0 Plateslncrease 1.75 TC 024 Vert(LL) -O.U1 6-7 >999 360 MT20 169/123
TC�I 70D Lumberincrease 7.15 BC OA2 Vetli�L) -0.03 64 �999 240
BCLL OD pep Stress Incr Ves VJB 0.13 Horz�TL) -0.00 6 n/a n/a
BCOL 10.0 CoEeIRC2006/TPI2002 (Matnx) Wind(Ly 0.01 6-7 >999 240 Weight:681b FT=20%
LUMBER BRACING
tOP CHORD 2x4 SPF No2 70P CHORD Siruciural wood shealhing tlirectly applied or 6-0-0 oc putlins. excepl
E0T CHORD 2x4�SPF No2 entl vetliwls.
VaEBS 2x4�SPF-SSWd'EscepP BO7CHORD Ri idceilin tliretll a IieGOr9-7-
5-6:2c4 SPP No2 9 9 Y PP 6 oc bradng.
WEBS 1 Row al mitlpt 4-6
2 ftows al 1/3 pts 5-6
REAC710N5 Qb/size) 8=4]B10.38 (min.0-1-8),8=387/0.1-8 (m1n.0.1�) �
Max Horz 8=391(lC 5)
Max Upiifl8=-56(LC 4),fi=214(LC.S)
FORCES (ib)-Max.Comp/Max.Ten.-All forces 250(ib)o�less excep�when s�own.
TOPCHORD 23=-321H09,2-8=-037/92
BOTCHORD 7-e=-377293
WEBS 4-6=-256I183
NOTES
i)Wind:ASGE 7-05;90mph;TC�L=6.OpsY,B W L=6,Ops/;h=25fi;Ca�.II;Exp B;enGOSed;MVJFRS Qow-nse)gable entl zone artl GC
Exfedor(2)rone;canlilever left ana nght exposed;entlyertical left antl nght exposed;GC for members ane brces 8�MWFRS for
reaclions shown;LumEec�OL=1�.60 plate grip DOL=7.60
2)This iruss has been designed br a 10.0 psf bollom chord live ioad nonconcurtenl wi�h any other live IaaOS.
3)Beanng at joinqs)6 considers parallel to grain value using AN51/TPI 1 angle lo grain formula. Buiitling designer shoultl venry capadty
of beanng surtace.
4)Pmviae metlianical wnneqion @y others)ot Vuss to beanng plate at joint(s)6.
5)Pmvitle mechanical connepion @y others)of imss fo beanng plate capable of withstanding 100 Ib uplifl at joinl(s)8 except(t=1b)
6=214.
6)This Iruss is tlesigne0 in accardance with�he 20061ntemational ftesi0ential CoGe sections R502.11.1 antl R802.102 and re/erenced
standartl ANSIRPI 1.
])"Semi-rigitl pitchbreaks inclutling heels"Mem�erena fixity model was usetl in��e analysis and Gesign o/ihis iruss. .4S �i t �pf
�onocnsets� s�e�aab ,�,���.,SrPFl4"'`p�,
N
; p�a. �;1aTE�4 �'�`✓`�'s.
� ,��;,� 4Ti?x?"9 r
...y`� PE7 i:�7�22"3f7 ..� .
z ..�.�m �. A
"� STA��C)r
M,,�'� F'_iL77fit$$' �'`�+
�'d+t.r�/Cti JA4 Y:;°�t�'�hkM•.�
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July 8,2014
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LOAOING(psO $PACING 2-0-0 CSI OEFL in Qoc) I/tle0 Lltl PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC �55 Vetl(Ly -0.01 45 >999 360 M720 169/123
TCDL t0A �nmberincrease 1.15 BC 0.31 Vert(Ty -0.02 4-5 >999 240
BCLL OD f2ep Slress Incr Yes WB 0.00 Horz(Ty -0 00 4 n/a n/a
BCDL 10.0 CotletRC2006/I'PI2002 (Malnx) Wintl�LL) 004 4-5 �999 240 WeighL231� FT=20%
LUMBER BRAQNG
TOP CHORD 2x4 SPF No2 TOP CHOR� Slmclurel wwG sheathing Qirectly applied or 4-042 oc putlins, ezcepl
BOT CHOft� 2x4 SPF No2 entl verticais.
N/EBS 2x4 SPF No2'EzcepP BOT CHORD Rigitl ceiling tlirectiy applieE or 10-0-0 oc brecing.
3-4�2x4 SPF-5 SWtl
REACTIONS Qb/size) 5=211/0.9E (min.0-1-8),4=129/0-0-8 (mia.0-1-8)
Max Horz 5=251(LC 6)
Max Uplifi4=-787(LC 6)
FORCES QO)-Max.Comp.lMax.Tea-All forces 250 Qb)or less except when shown.
NOTES
1)Wntl:ASCE 7-05;90mph:TCOL=6.Opsf;BCDL=6.Opsf h=25fl:Cal.II;Exp B;.endosetl;MVJFRS(low-rise)qable entl zone and GC
E�lenor(2)mne�cantiiever le%and ngh�exposed;entl vetlical lett exposeQC-C!or members an0 forces&MWFRS for reactians
shown;W mber WL=1.60 plafe gnp�OL=1.60
2)This Imss has been designed for a 10.0 psf boVOm chord live load nonconcurrent wilh any ofher live loads.
3)Beadng al joiN(s)4 consitlers parallel to g�ain value using AN51/TPII angle to grein formula. Builtling designer shoultl verify capaciry
of bearing suAace. �
4)Provitle�merhanical connection @y others)of Wss to beanng plate al joinqs)4.
5)Pmvide mechanical connection(by others)o/iruss lo beadng plafe capable o(wilhstantling 1001b uplift al joint(s)ezcepl Qt=1�J 4=187.
6)This Uuss is tlesignetl inaccordance wilh�he 2006 Intemational Resitlen�ia�Coae sections ft502.11.1 and R802.10 2 antl�reference0
slantlara ANSI/TPI L �
7)"Semi-ngia pitchCreaks including heels"MemDer end fxity motlel was used in the analysis antl tlesign of Ihis tmss.
LOA�CASE(5) Stantlartl
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July 8,2014
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e q�e�annee�neme.
Job Truss TmssType pty Ply npoBM^� t5avinapeolWesiciay
BIdd1BC)1 M10 Manop'ncA 1 � IB�9230
.�pb Relerenc@_(o lional
PROBUIL�, MppRESVILLE,IN�615B Z�3050tl1�2111]MiieklnUUSlnes.InaManJU1011fi<3�.59201�Pege1
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LOADING(ps� SPACING 2-0-0 C51 DEFL in Qoc) uaen L!a PLATES GRIP
TCLL 20.0 Plales Increase 1.15 TC 0.56 Vert(Ly -0.01 4-5 >999 360 MT20 169/123
TCDL 10.0 Lumberincrease 1.15 BC 033 Vert(TL) -0.03 45 >999 240
BCLL 0.0 Rep Stress Incr Yes VJB 0.00 Hoa(TL) -0.00 4 n/a n/a
BWL 10.0 Cbtle IRC2006/rP12002 (Matnx) Wntl(LL) 0.05 4-5 >950 240 Weighf.24'Ib FT=20%
LUMBER BRACING
TOP CHORD 2z4 SPF No2 TOP CHORD Sirudural wootl sheafhing direcify applietl or 4-3-4 oc purlins, except
BOT CHORD 2x4 SPF No2 end verticals. �
VJEBS 2x4 SPF No2"ExcepP BOT CHORD Rigitl ceiling direclly applietl or 10-0-0 oc bracing.
3-0:2x4 SPFS SWtl
REACTIONS (Ib/size) 5=278/0-3-8 (min.0-1-8),4=139/0-1-8 (min.0-1-8)
Max Horz 5=258(LC 6)
Mac Up1i/14=-191(LC 6)
FORCES Qb)-Max.COmp./Max.Ten.-All/orces250(Ib)brlessexceplwhenshown.
NOTES
1)Wntl:ASCE 7-05;90mph�,TCDL=6.OpshBC�L=6.Opsl;h=25B;Cat II;Exp 6;enGOSed;MVJFRS(low-nse)gable entl zone antl GC
Ex[enor(2)mne;canlilever left antl nght exposeG;entl vetlical left ezposed;GC for membere and forces 8 MVJFRS for reactions
shown;Lumber�OL=1.60 plale grip DOL=1.60
2)This Uuss has been Eesignetl for a 70.0 psf boftom chortl live loatl nonconcuvenl with any other live IoaOS.
3)Beanng at joinrys)4 considers parallel tograin value using AN51/TPI 7 angle to Brain.brmula. Building tlesigner s�aultl�venfy capadty
of bearing surtace.
4)Pmvide mechanical connection @y others)of Imss to beanng plate al joint(s)4.
5)Pmvitle mechanical connection(by olhers)of Wss lo beanng plale wpable o�withstantling 1001b upli/l at joint(s)excepl(t=1bJ 4=191.
6)7his Iruss is tlesigneG in.accortlance wi�h t�e 2006 lntemalional Resitlential Code seclions ft502.11�.1 antl R802.102 and relerencetl
stanGartl ANSI/TPI 7.
7)"Semi-nqitl pilchbreaks inGU0in9 heels"Member entl fixity motlei was used in the analysis antl design of�his Iruss. 6// %���
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LOADING(psf) SPACING 2-0-0 CSI DEFL in Qoc) I/tle0 L/tl PLATES GRIP
TCLL 20.0 Plalesincrease 1.15 TC 023 Vert(LL) -0.02 4-5 >999 360 MT20 169/123
TCDL 1�.0 Wmberincrease 1.75 BC 0.14 Vetl(TL) -OAS 45 >999 240
BCLL 0.0 Rep Slress Incr Ves WB 0.11 Hoa(TL) -0.00 4 Na nla
BWL 10A Cotle IRC2006/1'PI2002 (Malnx) Wnd(LL) 000 5 >999 240 Weight:611b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF Nn2 TOP CHORD Siructural wood sheathing tlireclly applietl or 6-0-0 oc putlins, exwpt
BOT�CHOR� 2x4 SPF No2 entl vetlicals.
VvE85 2x4 SPF-5 Slutl'Excep�' BOT CHORD Rigia ceiling directly applied or 10-0-0 oc braGng.
3-02-0:2x4 SPF No2. VJEBS i Row al mitlpt 3d,2-4
REACTIONS QOlsize) 4=356/Mechanical,fi=358IMechanical
Max Hoa 6=796(LC 6)
Max Uplift4=-195(�C 6)
FORCES (Ib)-Max.Comp/Max.Ten.-All/orces 250(Ib)or less excep�when shown.
TOPCHORD 1-6=330/0
NOTES
1)Wnd:ASCE 7-05;90mph',TC�L=6 Opsf;BCDL=6.OpsY h=25fi;CaL II;Exp B;enGOSetl;MVJFRS Qow-nse)gable enG mne and GC
Extenoq2)zone;canlilever left antl nghl exposetl�,C-0(or members antl(orces 8 MVJFRS for reaclions shown;Wmber DOL=1.60 plale
gnp�OL=1.60
2)This Wss has Oeen designetl for a 10.0 psf boVOm chord live load nonconcurrenl with any olher live loaas.
3)Refer to girtler(s)for�russ fo tmss connections.
4)Pmvitle mechanical connedion(�y o�hers)of Iruss lo beadng plate capable of wilhstantling 1001b upli��al join�(5)except Q1=1b14=195.
5�This Iruss is tlesiqned in�accordance wilh the 20061nlemational Resitlential Cotle sections R502Y 1.1.and R802.iQ2 antl referenwtl
slandartl ANSIRPI L �
6)"SemL�igitl pilchbreaks inclutling heels"Mem�er entl fxi�ymo0el was used in Ihe analysis antl tlesign of�Nis Irvss.
LOAD CASE�S) Sfantlartl
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LOADING(psQ SPACING 2-0-0 C51 DEFL in (loc) I/tletl L/d PLATES GRIP
TCLL 20.0 plateslnuease 1.15 TC 0.23 Vert(LL) -0.03 4-5 >999 360 MT20 169H23
TWL 10A Wmberinc2ase 1.75 BC 0.17 Vetl(TL) -0.08 4-5 >846 240
BCLL 0.0 Rep Stress Incr Yes WB 0.10 Hoa(Ty -0.02 4 Na n/a
BCDL 10A CotleIRC2006/rP12002 (Malnx) Wnd(LL) -0.00 6-� >999 240 WeighC5716 FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Strudural wwa shealhing airectly applietl or 6-0-0 oc purlins, excepf
BOT CHORD 2x4 SPF No.YExcepP entl verticals.
2-fi:2x4 SPF-S SWtl BOT CHORD Rigitl ceiling tlireclly applied or 6-0-0 oc bradng.
NtEBS 2x4 SPFS SWtl•Excep�' WEBS i Row af mitlp� 3-0
3-0'2x4 SPG No2 �
REACTIONS Qb/size) 4=190/Mecfianical,�=715/Mechanical,5=412l0.3-8 (min.�-1-8�
Max Horz 7=196(LC 6)
Maz Uplifl4=-B2(LC 6),5=-277�LC 6)
Max Grev4=190(LC 1),7=297(LC 8),5=412(LC 1)
FORCES Qb)-Max.Comp./Max.Tea.-AII fomes 250 Qb)or less ezcept when shown.
TOP CHORO 1-7=-2]g/17
BOTCHORD 2-5=-321/142
VJEBS 1-6=-27/264 �
NOTES
1)Wnd:ASCE 7-05;90mph;TCOL=GOpsf BCDL=6.Opsf;h=25B;CaL II;.Exp B;endosed;MYVFRS(low-rise)gable end zone and GC
Extenor(2)zone;.can�i�ever lefl and ngfi�exposed;C-C for members and torces 8 M WFRS br readions shown;Wmber DOL=1.60 plate
gnp DOL=1.60
2)This Iruss�as been tlesigneG for a 10.0 psf�ottom chord live loaa nonconcunent wilh any ather live loads.
3)Refer�o giraeqs)for Iruss to Imss connections.
4)Provide mechanical connection(by others)of imss lo beanng plale capable otwithstandinq 10�Ib uplift at joinl(s)4 excepl Q1=1b)
5=277.
5)This Iruss is designetl in accorGance wilh ihe 2006 Intemational Resitlentialbode seqions R502.11.1 antl R802.102 anA reteranced
slandard ANSI/TPI 1.
6)"Semi-ngitl pitchbreaks including heels"Member ena fxily motlel was used in the analysis and aesign ot lhis iruss. :+ i z3 i�r,
k t
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Sac m iec,arvsirtvii meacsis ry n �s, mi ecsi�a�arqc �� is�r�ryi ro r � iameo-o sacn n.;.«.ze m�v�y.�me�aa�y2ui¢a��sanero�nm�maro� ENGlNEER/NGuc
�M etl In IM1e jobs le Oackage.IDe Imss Oesqne�w Im55Oeslpn en0 n¢e�(alsa tle(nM cs a specuXy-englneep Is NOT I�e BuilUinO Oes
gner ol l�e Uuilding,
Job� Tmss imssType pty� Ply Weoeewooe �6BV�IirBeo�'/"esiCiay �
B1�<16<i1 MG01 ManOpAC�Gi�de� � �
18�5333J
JbRI ! p
. rzwnuc.in�oi>a ]A30sOC11�201JMTeklntluslnes.Inc. MOnJU10]1B'.�3:55001/Geget
IOSBwJLOgaH sHFNACZ6051uz_5%bWYZL1HMSOMOtGUylporT%My_1m�mEBKWCDSaJZ OIV
43-9 '
� 4-3-< �
1.Sx< II Scale=l:Ip.1
3
1000�
]a6 �/
1
^� 1=9
I a<
5 6
a �
4xd II 4x6 =
4-3-a
aaa
LOADWG(ps� SPACING 2-0-0 C51 DEFL in (loq V4e0 Lld PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC 0.15 Vert(LL) -0.01 3-0 >999 360 MT20 169/123
TCDL 10.0 Wmberincrease 1.15 BC Q22 Vert(TL) -0.02 31 >999 240
BCLL 0.0 Rep Siress Incr NO VvH 0 03 Horz(TL) -0.00 3 n/a n/a
6C�L 10.0 CoDeIRC2006/TPI2002 (Matnx) YNnd�LL) 0.00 4 . 240 Weight:551b FT=20%�
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Slruciural wootl shealhing tlireclly applied or 4-3-4 oc pudins, excepl
60T CHOR� 2x6 SPF No2 entl vehicals.
Nl�cBS 2xd SPFS Stutl BOT CHORD Rigitl ceilinq directly applied or 10-0-0 oc bradng.
PEACTIONS (Ib/size) 3=393/Mechanical,4=359/0-3-8 (min.0-1-8)
'Max Hoa 4=774(LC 5)
Maz Uplift3=-111(LC 5)
FORCES (Ib)-Maz.Comp./Max.Ten.-Ali forces 250 pb)or less except when shown.
NOTES
1)2-ply Iruss to be connectetllogether with tOd(0.131"z3")nailsas followr
Top rhoMS connecled as follows'2x4-i mw a�0-9Aoc.
Boltom chords connectetl as lollowr 2x6-2 rows staggeretl at 0.&0 oc.
Webs ronnecteG as follows'2x4-1 mw at 0.9-0 oc.
2)All loads are consideretl equally applietl to all plies,except if noted as front(F)or Cack(B)face in Ihe�LOAD CASE(5)section.Ply�o ply
connections have been provitletl lo tlisin�ute only loads notetl as(F)or(B),unless olherwise inCicated.
3)WSnd:ASCE 7-05;90mph;TC�L=6.Opsf;BCDL=6.OpsY,h=25fi:CaL II;Exp B;enGOSed;MWFRS(low-nse)gable end zone;can�ilever
left antl ngM exposed�;end vertical lefi exposeQ lumber DOL=1 fi0 pla�e gnp�OL=1.60 �
4)This Iniss has been designetl tor a 10.0 psf bottom chorG live loatl nonconcurrent wilh any other live loads.
5)Refer ta girtlet(s)for Iruss to W ss wnnectians. -
fi)Provitle mechanical connection(Oy o�hers)of Uuss to beanng plale capable o�wilhs�antling�t001b uplitt a�joinf(s)eacept Q�=Ib)3=111.
7)This Iruss is tlesignetl in accordance with.ihe 20061ntemational Rezitlential Cotle sections R502.11.1 antl R802.102 antl referencetl
slantlartl ANSIRPI t. �
8)"Semi-nB�d pitchbreaks including heels"MemOer end fixi�y motlel was usea in the analysis antl tlesign ot I�is Wss. �
9)Hanger(s)or other connecfion tlevice(s)shall be provitlea suKCient to suppoh concenfwleG loaa(s)95 Ib down at 0-8-02,antl 338 Ib
tlown at 2-8-12 on bollom cliord. The tlesign/selection of such connection device(s)is Ihe responsibility o(olhers. k SSy[l�y1r
4'b'`, FPi ���L
LOA�CASE(S) S�antlartl ,+, ��� � �ry�`y(t�.
1)Deatl.Roof Live(balanced);Lumber Increase=1.15,Plate Increase=l AS a`` S ' ,�T ", �'��d.
Unibrm LoaGS(plp � ��r�;.� � �'y„
Veh:1-2=-60.3-4=-20 {t' � ���-�� -�;
ConcenvaletlLOatlspb) AE'-31Q1�2-32D '
Ved:5=-95(B)6=338(B) .4. � �e.. _�. �. �=
� Sl,"hi E'JE ;t�.ti,r..
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July 8,2014
� wnaNwc ai um qnge' m c i � r ax iao � � i e as(�emT 1 rn �n ev en i .v rye q pa ,,,e� m ae i m r s
o qo �o ameodar sn ��re:m�a�cero oyM7x n oi� nno ei mii a ee� iqie ia.m � a qb � 'a �s
' waP, ' m� o" miry.rlFe ie nn m� �� o �en'�ean �.rn a 4 q i ena e�� - nei�r o nn- o u �roan i �
p p� pllly IIM1 Ow �p Ox ! 10 4 g � 1� 9 tl�gD B p AN51?>I1. L� I 1 IJ g 1 � �I�MM I 0 �JU M pe e
N Pres Wckl 9 M I! G N 9 1�IiIY� ^9 A44A' II po ry 1 'VO B I� 'BI 1 1 LIIYO '8 1 ql ' IM1 P �IiIY 1�� 1 ' laller
AtlO� nalpe�m Ib q B 16'IryW ip 1U � II I tl rp 1� 0 �Ily I�p px �p qr ! Wp "¢tl g ril 10 B Nyp q pe 1�-IftC 1� IBC M
ANSIRPII. Fo 9 IB q rep N 94 8 P^ bl� I G' Y p IIY i I, 1 q J 1' ry, d ,I I I 1 'n1an0U p IM 'p; IIIM1 I t 1 tln otlne
Sec,meiae nHSrtaii m eesi ry n i ei eesi�a a�c po is riyi r � � i a � secn � md a vy. a�;ea yreia�eam:�anaroo-��aro� ENG/NEEl7/NCuc
nviiee�me�onsnepacxeqe.rnei ssaesre�e�o�wssaesqne��ee��isoeerndeeses�ecianyenaneer�'uNO*mee�ie�eoes�neronneovioi�.
Job Tvss Tmss Tppe �IY PIY `h'eaeewoae iBe vina9e oiwestaay
IBd5J33<
Btd�18�]1 PBO1 PqBY�ack 1 1
b R I (Ot Ij
�••���•`°, •••��°•`°�"",°•�010 l0]OSpc11�3013MReklnJOSlrres.lnc. MonJU10]18Y]5B30H Paqet
I�'.sBwJLOgaH_sHFNACZ8051uz_S%0-_k�jECNU9hVnveXxNVJMi3N91ACbVhHTkGII81z_01X
2"9'4 &S15
2-9-d .YB-H
Scak=.L I3A
Sx6 -
1: II
3J
Bba 12
�l �_6 4 5
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25
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6 5
2z� = 1.SR0 II
LSxG II
6-515
6515
LOADING�pst) SPACING 2-0-0 CSI OEFL in (loc) I/de0 Vd PLATES GRIP
TCLL 20.0 Pla�es Increase 1.15 TC 0.76 Ver1(LL) 0.00 1 Nr 180 MT20 169/723
TCDL 10D Lumber Increase 7.15 BC 0.07 Vetl(TL) 0.00 1 n/r 720
BCLL 0.0 Rep Siress lnu Ves VvB 0.04 Horz(TL) 0.00 5 n/a n/a
BC�L 10.o CoCeiRC2006/TPI2002 (Ma�nx) WnG(LL) -0.00 1 Nr 120 Weiqht:77lb FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD SVUdural wood sheal�ing direciry applied or 6-0-0 oc putlins, exwp�
BOT CHORD 2xd SPF No2 entl vertirals,anG 2-0-0 oc pudins'9<.
VJEBS 2x4 SPFS Slutl BOT CHORD Rigitl ceiling tlireGly applietl or 10-0-0 oc bracing,
OTHEftS 2x45PF-SSWd
REACTIONS pb/size) 5=135/5-9-7 (min.0-1-8),2=114/5-9-7 (min.0-1-8),6=22915-9-� (min.0-1-8)
Max Hoa 2=54(LC 6)
Max UpIif15=27(LC 4),2=47(LC fi),6=5(LC 7)
FORCES Qb)-Max.Comp./Maz.Ten.-Alf(orces 250 QC)or less except when shown.
NOTES
1�Unbalanced ma(live loads have been wnsitlered lorihis design.
2)Wntl:ASCE�7-05;90mph;TCDL=6.Opsf;BCOL=6.Opsf;h=25fi;CaL 11;Enp B;enGOSed;MWFRS(low-nse)gabie end zone ar,a FC
Extenoq2)zone;canlilever lek antl nghl exposetl;entl vertical left ezposeO;GC for members and forces 8 MWFRS for reacfions
shown;Lumber IJOL=L60 piate gnp DOL=7.60 �
3)Provitle adequale Grainage to prevent waler pon0ing.
4)Gable requires continuous bottom chortl Oeanng.
5)This imss has been tlesigned Ior a 10.0 ps(botlom c�ortl live load nonconcurrenf with any olher live loads.
6)Provide mechanical connedion @y o�hers)of Wss tobeadng plale capable of wilhstantling 100 Ib upli%at joinqs)5,2,6.
])This tmss is tlesigned in accor0ance wilh ihe 20081ntemational Resitlential Cotle seclions R502.11.1 and R802.102 antl re�erenwtl�
standartl ANSI/�PI 1. '
e)"Semi-nqitl pitchbreaks inclutling heels"Member entl fxity model was usetl in Ihe analysis antl tlesign o/Ihis Iruss.
9)See Slandard industry Piggyback Tmss Connecfion De�ail br Connection ta base iruss as applicable,or cansult qualifetl building
tlesigner.
10)Graphical putlin represenlation Goes nol tlepict the size or Ihe orientation of ihe putlin along the lop antllor bottom chorE.
LOADCASEIS) Slan4aN `g'•r^P' 3 [� �'`xz S.. /
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� WARNING Pk Itq Bhly N C 1 �r A F I Ja 1�IP B 'N5�M NT 1 M �q dP 0 tl 1 .V p 0
h' 9 p te 0 �0 �� I�5Tm55 �
� g D p �A�b OJR f 5� 1( .O1A�Gel OIyM?k vY pl I �Ilce 41 1� I J q U 'pl E Id Tti' � tl g E '9 M�celes
pl I p IMNYI 1� tl g 11� 'gl I po �d PdM� l.T� a g PI I tl 9 4� 1 UIIY ^� IIM1' ry 1/ rtcular �
U�tl g' �� po IOIIY I�� �Cw IM1 Qv �! 1� Usg 1 1� 9 p 0�9 0 ANSI?PI1. L 1 I � I Id p ( � OW I G�nU p Nmemp¢rs
! peen p kl 9 y �I WW�p 1 tilry0 rg AdOil II po ry 1 'Vp 9 IM BI ' �plllYd '9 b1 c1 1� Spa dI�Y II� �N 'n5lall¢r
AJtlN IP IWH 9 1 WI�Y� 8 Ilp II 1 tl IM1 p plq II� Ox ,1� Qr ! Wp eJ 9 1 IM1�B qgp g P t� IPC,�M1 IBC �M
ANSI?PILFOp Ipq eg 0 B4 B � bN ,ID' f p ItlY M1I, 1 vJ dl' ry d II I lenlentld g I� p,� IIIM1 I� 1 tlX"onoll�¢
sec m iaenHSirvn m ecsi: m rv n is��mi eesi�e b�e po �s kiyi r r � i werm secn i�.,.�w.:ed�a�s��y.�oma„e;�yreisim�si.n.ro�mm�aro� ENG/NEFR/NGim
�opi ea-n me ioo�ie Pacxage.me imss aesqnei or wss aesre�eno�er piso aer�eo xs e scenany e�g neep is rvonne eu io�nq oesqner oi me emmi�g..
Job Tmss TmssType piy Ply Weppenooe tsBYliageo�wesc�ay
16�5]235
81d416<➢1 PB43 PpBYOaG 1 1
J bR fe 1 f II
i� . wneavi��e,w�niptl ].13050dH2Y1]MJekInCU51na5.Inc.MonJUIW18�0:58201<Pa8a1
IOSBwJLOgaH_sHFNACZ6051ie_S%0_k]jEcNU9tWkue%xNVVMi3N93A�gVhGTkGlf6lz_OIX
3-0.1 6 5-05
�'�'� 3�54C
Stdle=I]3 fi
Ss6=
1.5 II
3<
B.SD R
3-6 4'S d
� Z
1
2-5
d' v { �8
6 5
ita = is.a u �sxa II
65 5
8SI5
LOAOING(psp SPACING 2-0-0 CSI DEPL in Qoc) Vtlell Lltl PLATES GRIP
TCLL 20.0 Plates increase 1.15 TC 0.14 Vetl(LL) 0.00 1 n/r I80 MT20 1691123
TC�L 10D Wmberincrease 1.15 BC 006 Vetl(T�) 0.00 1 n/r 120
6GLL 00 Rep Sliess Incr Ves� WB 0.04 Hoa(TL) 0.00 5 n/a n/a
6CDL 10A Cotle IRC2006/rP12002 (Matnx) Wntl(LL) -0.00 1 Nr 120 Weig�ll7Ab FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPP No2 TOP CHORD Siruclural wootl sheat�ing direciry applietl or 6-0.0 oc putlins, except
BOT CHORD 2x45PF No2 enQVetlicals,ana 2-0-0 oc pudins:3-C�.
YJEBS 2x4 SPFS Stutl BOT CHORD Rigitl ceiling direclly applieC or 10.0-O�oc bracing.
OTHERS 2x4 SPF-S Slutl
REACTIONS pblsize) 5=12615-9-7 (min.0-1-8),2=124/5-9-7 (min.04-8),6=228/5-9-] (min.0-1-8)
Maz Horz 2=59(LC 6) �
Max Upli(t6=-25(LC 4),2=15(lC 6),6=6(LC 7)
FORCES pb)-Max.Comp lMax.Ten.-All forces 250(Ib)or less excepl when shown.
NOTES
1)Un�alanced roof live loads�ave been consitlered for Ihis tlesign.
2)VNntl:ASCE 7-�5;90mp�;TCD�=6.Opsf;BCDL=6.Opst h=250;Cal.II;Exp B;entlosed;MWFRS(low-nse)gable entl zone and GC
Extenoq2)zone;cantilever lefi antl ngM1t ezposed;entl vertical le(t esposed;GC for members ana forces 8 MWFRS for reaclions
shown;Lumber DOL=1.60 plate gnp�OL=1.60
3)Provitle atlequate tlrainage to prevent water ponding.
4)Gable requires conlinuous bottom chortl Eeanng.
5)This iruss has been tlesigned for a 10.0 psf bollom chord live loatl nonconcuvenl wi�h any other live IoaGS.
6)Provide mechanical connedion(Oy olhers)o(Vuss to�eanng plafe capable af wilhstantling 100 Ib uplifl at joint(s)5,2,6.
7)This Iruss is tlesignetl in accoNance wilh t�e 2006 InlemationalResitlenlial Code sections R502.11.1 ana R802.102 antl re(erenced
slandartl ANSI/iPl 1.
8)"Semi-rigid pilch�reaks inciutling heels"Member ena fxi�y matlel was useG in Ihe analysis antl tlesign of Ihis Iruss.
9)See Stantlard Industry Piggyback Truss Connection Detail for Connection to base iruss as appliwbie,or consult qualifetl builGing
designer.
10)Graphical putlin representation tloes not tlepict ihe size or the orientalion o!Ihe putlin along the.top antl/or bollom chortl.
LOAD CASE(5) $�antlartl b t'b ii t�F
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. . rye y o b e o � m' r ss
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pl f P �NYf 16 tl 9 11� �911 mpo Itl O��n ��.1T tl g pl I dC g Jl 5 1 Elry M IM � 11 YppR I a
G I� g��0 P elly IN qv 1� Pv ul�o Hep 1 IM1eO d'pD B P ANS�RPIL LI I t IU Ig 1 n lavdpl p M pN �pes
1 pas W FI g ly �� p p� 1 OilllyG G�p A4UA II pvery I �VOay I� 'g� I t bllyU � 1 d " 1� 0 51�'IAy II��1 ' �Ile�.
44Urt Ip rm Ib N g�1 plly0 8011� II 1 d ¢31� pa Ully 11�¢Ow I� Qv � �10 M p � Ip 9 p gD q pe I� IRC 1� 16C� 4
AN51?PIL�Fo B Ig q ere8 b 9� q rt5p� 0111 IMed(0 p Ily 1 I51 0 01 ry q I1 I �an�anUO�B IL g' HIM1 IM 1 Od f��e
SRC IM1 IBC.NN51?PI1,1� BC51 ry b I �MI BCSI�BUN B� W �5 klyl b I ) I GI �m SBCA �wwxsb M �ry. tlenyrelalMMSlallalon'nb�malron ENG/NEERINGuc
no����neqos�epackaee-*nei saesgoc.nrim aesyne,ynee.�eisomrneeasesoecxnye�gncepsrvorm a 'ie'ngoes9�ermmcounam¢.. �
Job Ttuss TrussType pty ply Nbepexooe t55vnageoiWes�cmy
B1ae16Q1 PB03 GABLE a �
10�53209
PROBUILO, MOORESVILLE IN 16158 ��'""
Job Tmss TmssType Oty Ply v.pae�'ooe iasvniageoiwes�Ciey
Bt��l6d]f PBO� GA6lE � ��
180532P
��.� .. ..,. ,. �R �a J pl0 II
.�.......�.�, �.�wncariucmromo ]/3050q111010MiT¢klnduslnes,ln<.MOnJU10]18C0�.5]201<PaBet
IDSBwJLOgaH_sHFNACZ6051uz SXp-Sxh55yN6xzebWO68w0uxcnlLPaZVE50tlzwVCfBZ OIW
10.10-t2 t3-d-9 -
tb10.12 �—
2-5-02
dv6= Swle=1:05 8
5
\Sx4 II
6 6
850 R �bza II
a
1.5ed II
J
2 ]1
m °y� �
d —_ ,_ d
�%4 10 9
8 J
1:5xa II t5za II 1.Sxa II I.S.i II
i34-e
� 13-0�8
LOADING(psf) SPACING 2A-0 C51 OEFL in (loc) I/tle� Vd PLATES GRIP
TCLL 20.0 Piateslncrease 1.15 TG 0.12 Vert(LC) -0.00 1 Nr I80 MT20 169/123
TCDL 10A �umberincrease 1.15 BC 0.08 Vert(TL) 0.00 1 n/r f20
BCLL 4� Rep Siress Incr Ves VvB 02d Horz(Ty 0 00 ] n/a n/a
BCDL 10.0 CoGeIRC2006/TPI2002 (Matnx) Wnd(Ly -0.00 1 n/r 120 Weight511b FT=20%
LUMBER BRACING
TOP CHOR� 2x4 SPF No2 TOP CHORO Siruclural wootl sheathing tlirecity applietl or 6-0.0 oc putlins, excepl
BOT CHORD 2x4 SPF No1 �entl vetlicals.
VvEBS 2x4 SPF-S Slud BOT CHOftD Rigid ceiling tlireclly applietl or.10-0-0 oc bracing.
OTHERS 2x4 SPFS SWtl
REACTIONS All bearings 12-8-0.
(Ib)- Max Horz 2=200(LC B)
Max UpiiB All uplifi 1001b or less al joint(s)7,2,10 except 9=4 W(LG 6)
Max Grav All reactions 2501b or less al joiN(s)7,2 excepf 8=253(LC 1).9=352(LC 10),1D=269(LC i)
FORCES (Ib)-Max.Comp/Max.Ten.-All forces 2W Qb)or less except when shown.
WEBS 4-9=268/152
NOTES
1)Unbalancetl mof live loatls have been consitleretl for ihis tlesign.
2)Wntl:ASCE 7-05;90mph;TCDL=6.OpsF BWL=6.Opsf;h=25B;Cat.II;Exp B;enGosetl;MVJFRS Qow-nse)gable entl zone antl GC
Extenoq2)zone;cantilever lefi and nght exposetl;entl veM1iwl le(t exposeQGC(or members antl.forces 8 MWFRS for reaclions
shown;W mber DOL=1.60 plate gnp DOL=1.60 � -
3) Truss tlesigned for wintl loads in Ihe plane of ihe truss only. Por studs exposetl to wind(normal to the(ace),see S�antlard Induslry
Ga�le End Oeiails as applicable,or consul�qualified builtling tlesigner as perAN51/TPI 1.
4)Gable requires continuous botlom c�ora beanng.
5)Gable slvds spacetl at d-0-0 oc.
6)This Iruss has been tlesigneG for a 10 0 psf botlom chor0 live load nonconcurrent with any olher live loatls.
7)Pmvitlemechanical connection(by others)of truss to beanng piate rapable of withstantling t001b upiift at joinl(s)7,2,10 ezcept(t=1b)
9=102.
e)This iruss is tlesignetl in accordance with Ihe 2006 Inlemational Resitlential Code seclions R502N.1 and R802.102 and referencetl
stantlardAN51/TPI1, yt ft�4 Jtpr�
9)"Semi-rigitl pitchtireaks inclutling heels"Member end fxity model was usetl in the analysis and design ol this fruss. J �r��,i rjt
10J See StantlaN Intluslry Piggy�ack Truss Connedion Detail(orCOnnection lo Oase Iruss as apPlicable,or wnsWt qualifeG builtling ., 1ir~ t3p °r--
Oesigner. y " 'wf.�Y�,�
' aR'�.�',`^�.;a`' cry�E r'^ "kM.9
LOADCASE(S) Stantlartl �' ;�°$?��
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1-9,8 69-2 � 8>-2 I 64-3 6-]-2 330
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6-9-2 � 13-44_��9-1b6 � yfi_69 2998
6-9_2 6-0-2 6-]-2 6-]-2 � 3-3=0
Plate 011sels(X YI: 120-3-0.0-1-81 19'03-0 0-0-021
LOAOING(psf) SPACING &0-0 CSI DEFL in Qoc) I/tle/l Lld PLATES GRIP
TCLL 20.0 Plales inaease 1.15 TC 0.48 Vetl(Ly -021 11-12 >999 360 MT20 169/123
TC�L 10A Wmberincrease 1.15 BC 077 Vetl(TL) -0.5917-02 >596 240 �
BCLL 0.0 Rep Slress Incr Ves VJB 090 Hoa(Ty 0.42 10 n/a n/a
BCOL 10.0 CotleIRC2006/rP12002 (MaMx) Wntl(Ly 0.151142 >999 240 Weighl'1391b FT=20%
LUMBER BRACING
TOP CHOR� 2x4 SPP No2 TOP CHORD Slruclural wood sheathing tlireclly applied or 2-6-0 oc purlins, excep�
BOT CHORD 2x4 SPF No2 entl verticals.
VJE9S 2x4 SPFS SWd'EzcepP BOT CHORD Rigitl ceiling Girectty applietl or 10-0-0 oc bracing, ExcepC
44 qS14,6-14,9d 1:2x4 SPF No2 2-2-0 oc bracing:I 142.
WEBS 1Rbwatmitlpt 4-1E,g-iq,g_1p
REqCTIONS (Iblsize) 70.=1176/0-3-8 (min.04-8),16=7300/�-3-8 (mia�0.2-i)
Max Horz 16=-2]6(CC 9)
Max Uplilll0�-58(LC]),16=-003(LC 6)
FORCES (Ib)-Max.Comp./Max.Ten.-All brces 25�(Ib)or less excep�when shown.
TOPCHORD 2-3=-1491/100,3-4=-1284/128,4-5=-0168/791,5-6=1173//91,6-7=4651/149,
7-8=-1830H 25,8-9=-4376/232.9-00=1199/83,246=-1236H 73
BOT CHORD 75-16=255/344,14-15=-0/1125,13-74=0/1441,12-73=0/1A47,11-02=-135/3294
WEBS 444=-391I1q6,544=96/855,&74=-773I763,612=0/514,842=-0875/785,
8-11=0/154g,9-11=452/3657,2-15=0/965
NOTES
1)Unbalancetl roof live loatls have been consitleretl for ihis tlesign.
2)Wnd:ASCE 7-05;90mpF;TCOL=6.Opsf;BCDL=6.Opsf;h=25tl;CaL II;Exp B;entlosetl;M WFRS pow-nse)gable entl zone and FC
Extenoq2)zone;canlilever lefi and nght exposetl;ene vertical lefl antl nght exposeQGC for members and forces 8 M WFRS ror
reac�ions sbown;Wm�er DOL=1.fi0 plale gnp DOL=1.60
3)T�is tmss has been tleslgnedJor a 10.0 psf boltom chord live loatl nonconcurtent wiN any o�her live IoaOS.
4)Beanng at joiN(s)10 wnsitlers parallel lo grain value using ANSt/TPI 1 angle lo grain.formula. Builtling aesigner shoultl venty capa6ty
ofbeanngsurtace.. - �
5)Provide mechanical conneqion(by others)o!Iruss�o�eatlnB Plate�'apable of withs�antling 1001b upli(�al joiN(s)�10 ezcepl Q1=1b)
ie=ioa- .� tw r
6)T�is Wss is designetl in accordance with Ihe 20061nlemational Resitlential Cotle seclions R502.11.1 and R602:102 and referencetl .� '��'�'i /jr
siantlartl AN51/TPI 1. $�, �..y .r�.
7)"Semi-ngitl pifchbreaks including heels"MemEer entl Izity motlel was used in Ihe analysis anG tlesign ot Ihis lruss. �x�r^h'Zc� F ��"T:`�;Y
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� 6-9-2 13-44 � 23-98_ � 29-00.8 F 3G3-0_�
fi-9�Y 6-04 10-5-
4 64-0 6-0-8
Pla�e Offsets(X Yl: f2:03-0.0-0-81�I8:0-3-8 O-0-BJ,ry 1:OJ-8 0-2-�I
LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/tle� L/a PLATES GRIP
TCLL 20.0 Piateslncrease 7.75 TC 0.87 Vert(LL) -04112-14 >9g9 360 MT20 169/tt3
TWL 10.0 Lumberincrease 1.15 BC 072 Vert(Ty 42712-1q >340 240
�BCIL 0.0 Rep S�ress Incr Ves VJB 098 Horz(TL) 0.10 70 n/a n/a
BCOL 10.0 CotleIRC2006/TP@002 (Matnx) Wntl(LL) 02812-id >999 240 Weight:172ro FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No1'ExcepC TOP CHORD SWdural wootl shealhing direcity applied or 3-0-2 oc pudins, except
5-7:2x6 SPF No 2 entl veriicals,antl 2-0-0 oc pudins(2-2-0 mazJ:7-9.
BOT CHORD 2x4 SPF No2 BOT CHORD Rigitl ceiling tlireclly applietl or 10-0-0 oc bradng, Except:
VJEBS 2xd�SPP-SStutl'ExcepP 2-2-OOCbreang�1142.
4-04,5-14,6-12,8-12,9-1L2z45PFNo2 VvEBS 1Rowalmitlpt 4-14,644
REACTIONS (IE/size) 10=1435/0-3-8 (min.0-2-4),17=1558I0-3-8 (min.0-2-7)
Max Hoa 17=249(LC 5)
Max Uplift 10=-90(LC 7),17=-002(LC 6)
FORCES pb)-Max.Comp./Max.Ten.-All(omes 250 Qb)or less excepl when shown.
TOP CHORD 23=4858/137,3d=-1651H67,4-5=-1594I217,5-6=-1558/225,6-7=-51651434,
7-B=-4333/307,8-9=-2843/237,9-10=-1370/153,2-i]=4487/19�
BOT CHOR� i6-17=-230I256,75-16=-0OOA423,14-05=-100i1423,1 3 4 4=-14 012 0 01,12-13=-140R001,
11-12=23]/2843
WEBS 4-14=-337/154.5-14=-142/1369.F14=1277/218.6d2=239/3491.7-12=-3223I328.
B-02=-75/1623,8-11=4096/170,9-71=-255/30d6,2-06=0/1241
NOTES
1)Unbalanced rooGive loads have oeen consitlered br this tlesign.
2�Nfind:ASCE]-05;90mp�;TCDL=6.Ops/;BCDL=6.Opsf h=25%;CaL II;Exp B:enGOSea;MVVFRS(low-nse)gable entl zone and GC
Ex�enor(2)zone;cantilever lefl antl ng��exposed;enG vertical left exposetl;C-G!or members antl forces 8 MWFRS for reactians
shown:Lum�er DOL=4.60 pla�e grip�OL=1.60
3)Provide atlequale drainage lo preven�waler pontling. 1r//%'��
4)T�is tmss has Oeen designea(or a 10.0 ps(botrom c�ortl live loatl nonconcunent wilh any olherJive loatls.
5)Provitle mechanmal conneclion(by others)of truss ro bearing plale wpeble of withstentling 100 Ib upllll al joint(s)10 excepl Qt=1b) � -fl }��; rr� (
17=102.
� r
B)This iruss is deslgnad in accortlance wi�h ihe 2008'Intemalionel Resltlenfial Co�e sec�ions R502.11 A aetl ft802.102 an0 refe�ence� 4� �"4��F} �' ��r
standartlANSi/TPI1. � � -' �..�-.�..�i°
v
7)"Semi-ngitl pitchbreaks inclutling heels"Member entl fixity model was usetl in ihe anatysis and tlesign of ihis buss. * 4 r�tigia ����'��rf
8)Graphical putlin represenlation tloes nol tlepict the size orihe onenlation of ihe pudin alang Ihe top antl/or bottom chor0. �,-` %-� ^
- ; gE=1i£)32?2f; �i
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G9-04 66-6 )-0-02 ]-90 ]40
Plate ORSeIS(X Yj_IZ:0-3-0 0-1-121 f10�03-8 0-2-01
LOADING(ps� SPACING 2-0-0 CSI DEFL in (lac) imen L/tl PLATES GRIP
TCLL 20.0 Plateslncrease 115 TC O.fi5 Vert(Ly -0.15 12 >999 360 MT20 1fi9/123
TC�L 10.� Wmberincrease 1.15 BC 0.54 Vert(TL) -0.4312-13 >989 240
BCLL 0.0 Rep Stress Incr Ves WB 067 Hoa(Ty� 0.09 9 n/a n/a
BWL 70.0 Cotle IRC2W6/rP12002 (Matnx) Wne(Ly 0.12 12 >999 240 Weighl:1731b FT=20%
LUMBER BRACING
TOP CHORD 2x4 5PF No2'ExcepP TOP CHORD SWdural wootl sheathing 0ireclly applied or 3-71-15 oc putlins,
5-6:2x6 SPF No2 except ena verticals,ane 2-0-0 oc pudins(2-8-04 max.):6-8.
BOT CHORD 2x4 SPF No2 BOT CHORD Rigid ceiling Eireqly applietl or 10-0-0 oc bracing.
WEBS 2x4 SPFS StuO'ExcepP WEBS 7 Row at mitlpl 8-9,4-13,6-13
4-09,543,6-13,7-12,8-10:2z4 SPF No2
REACTIONS (IElsize) 9=1425/Mechanical,16=1548/0-3b (min.0-2-7)
Max Hoa 16=317(LC 5)
Max UpF/t9=-81(LC 7),16-102(LC 6)
FORCES (Ib)-Max.�Comp.IMax.Tea-All forces 250 Qb)or less ezcept when shown.
TOP CHORD 23=-18ABI740,3-0=1726/164,4-5=-0566/229,5-6=-7562/215,6-7=-2496252,
7-8=-1]91/213.8-9=-0357/163,2-16=-1480/199
BOT CHORD 15-06=-301/300,14-15=-101/1413,13-14=-101/1413,12-13=-132/2504,.11-12=-119/1791,
1 0-1 7=-1 1 911 791
VJEBS 4-13=3541144,5-13=-177/1272,6-13=-1628/214,6 4 2=-31911 1 7,7-02=-07/843,
7-00=-1004/195..8-70=-1]B/2116.245=0//22B
NOTES
1)Unbalancetl roof live loatls�ave been consitleretl for this�esign.
2)Wntl:ASGE]-05;90mph;'TCOL=6 Opsf,BCDL=6.Opsf h=25ft;Cal.II:Exp B;endosetl:MVVFRS(low-nse)gable entl zone antl GC
Extenor(2)zone�,cantilever lefl antl n9h1 ezposed;end vertical left and nghl exposetl�,C-0 br members and forces&MWFRS for
reactions shown;WmGer�OL=1.80 plate gnp�OL=1.60 -
3)Pmvide atlequate tlrainage io prevent waler pontling,
4)This Vuss has been tlesignetl br a 10.�psf bottom chor0live load nonwnwrtent wilh any other live loads.
5)Reler to girtler(s)lot buss to Iruss connectlons. L�"j��tl �rf
6)PmviOe merhanical conneclion @y others)of Iruss to beanng plale rapable of withstantling 1001b uplilt at joinqs)9 except(j1=1b) }kbc ,aF ��,� r�,.prf*
76=102 r
�)This truss is tlesi9ned in auortlance wilh ihe 2�061ntemalional Residential Code.seclions R502.11.1 antl R8o2A62 antl referencea '�^-,7 `"t'�;; t
stanGartl ANSIRPI 1. � Y li��.�$;t� ''�'�f�.� :11v,,
8)"Semi-ngitl pilchbreaks inciutling heels"Mem�er entl Lxity motlel was usea in ihe anarysis antl Cesign of ihis iruss `t = a�� "^
9)Graphical purlin represenlation tloes nol depict the size or Ihe onenlation of ihe putlin along Ihe lop and/ar boltom chortl. « ��`+�n�722J ^
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PlateORSets(XYY IY�-2-140-&OI�f9:0-3-B.Otl-81�f�6:0.3-80.2-81 - �
LONOING(psO SPApNG 2-0-0 C51 DEFI in (loc) vaen Vtl PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC 0.89 VerqLL) -0.31 17-78 >999 360 M720 1691123
TCDL tOD Wmberincrease 1.15 BC 077 Vetl(TL) -0.941748 >457 240
BCLL 0.0 Rep Slress Incr Ves WB 0.98 Horz(TL) 0.47 12 nla nla�
BWL 10.0 Cotle IRC2006/rP12002 (Maltlx) Wnd(LL) 0.781647 >999 240 WeighC 1821b PT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2'Excepl' TOP CHORD Slmdurel wootl shealhing Girectly applietl or 2-5-7 oc putlins, ezcept
6-1:2z6 SPF No2 entl vetlicais,antl 2-0-0 oc pudins(2-9-3 max.):7-1 L
60T CHOR� 2x4 SPF NaYExcepP BOT CHORD Rigitl ceiling tlirectty applied or 2a-0 oc bradnq.
845:2x4 SPF-5 Slutl VJEBS 1 Row at midpt 11-12,]-77,9-13�
VvEBS 2x4 SPFSSWtl•ExcepP
2-18,9-06,11-13:2x4 SPF No 2
REACTIONS (Ib/size) 19=1548/03-8 (min.04-13),12=1425/Mechanical
Max Horz 79=350�LC 5)
Max Uplil119=-98(LC 6),12=-154(LC 5)
FORCES (Ib)-Max.Comp./Max.Ten.-All farces 250 Qb)or less except when shown.
TOP CHORD 2-19=-0532213,2-3=-380�/333,34=-3743/384,4-5=-3617/403,5-6=-7900229.
6-7=4638/223,.]-8=2563/279,e-9=-2558/282,940=1363/205,10-11=-7363I205,
11-02=-0354H90
BOTCHORD 18-19=-012/312,17-78=279/7896,1&17=2282520,8-06=-014/156
WEBS 2-18=-207/3113,5-18=370I7630,5-17=-585/797,6-17=-164/1796,7-17=-0591/218,
13-06=-095/1353.9-16=-98/1413,9-13=-1300/279,�11-13=47111767
NOTES
1)Unbalanced mot live loads have Oeen consitlered(or Ihis design.
2)Wn0'.ASCE 7-05;90mph;TCOL=6.Opsh,�BCDL=6.OpsC h=25fi�,Cat.II;Exp B;enGasetl',MWPRS(law-nse)gable entl zone antl GC
Ea2enar(2)zone;.canlilever lefl antl nghl exposed;ena venical lefl antl nghl expoSetl;C-C for members antl(omes 8 MVJFRS for
reacfions shown;Lum�er DOL=1 60 plale gnp DOL=1.60
3)Pmvitle atlequale drainage lo prevent waler ponGing.
4)This tmss�as Oeen tlesigned for a 1U_0 psf bo��om chorG live loatl nonconcurren�wiih any olher live loads. 'Lt � � +tej /
5)Refer to girtleqs)for buss to Wss connecNons. tk 1'�, rj �
6)Beanng at joiN(s)19 wnsiders parallei to grain value using ANSI/TPI 1 angie to grain formula. Building tlesigner shoultl venty capacily � ��"`��N a,��, ts„N
ofbeanngsurtace. ��,, �i,5�r�,� �.f-n . '
l)Provitle mechanical connection(by others)of truss to beanng pate capable of withslanGing 1001�uplift atJoint(s)19 ezcept Qt=1b) � {..� <�,;'��`;�
12=154. " p6'-S1;Ii222D =
8)This Wss is tlesignea in accortlance wi�h Ihe 20081ntemational Resitlential Cotle sections R502.H.1 anG R802.102 antl referencetl '
stantlard AN51/TPI L "
e �,:.�.... �-a �
9)"Semi-ngitl pitchbreaks inclutling heels"Member end fnity moGel was use0 in Ihe analysis�anG tlesign o/this Iruss. 5.������. � `�, t
101 Graphical putlin representation tloes not aepict Ihe size or ihe orientafion of ihe pudin along ihe top antllor bottom chortl. �i �- -�p „
•,°�j 9� �,<r �.
LOA�CASE�S) SlantlarC ,ep�X �,�ra� S x�..�i`
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LOAOING(psp SPACING 2-0-0 C51 DEFL in Qoc) I/aell Ud PLATES GRIP
TCLL 20.0 Plateslncrease 1.15 TC 070 Vert(Ly -0.37 16-17 >999 360 MT20 169/123
TC�L 10.0 Lumberinuease 1.15 BC 0.6� Vert(TL) -0.931647 >459 2d0
6GLL 00 RepS�resslncr Ves VvH 0.98 Horz(TL) 042 it n/a �n/a
BWL 10.0 CotleIRC2006lTPI2002 (Malnx) WnC(LL) 0201&17 >999 240 Weiqht:1981b FT=20%
LUMBER BR4CING
TOP CHORO 2x48PF No1 TOP CHORD SUUUUraI woo0 sheathing direclty apP�ied or 2-5-fi ac putlins, except
BOT CHORD 2x4 SPF No2 entl vetlicals;and&0-0 ocpudins(3-94 inax.):6-10.
WEBS 2x4 SPF No2'EzwpP BOT CHOR� Rigitl ceiiing tlirectly applied or 2-2-0 oc bradng.
148,2-17,4-17 446,5-16,6-16:2x4 SPFS 5Wtl VvEBS 1 Row at midp� 10.7/,646,6-05,942
REACTIONS Qb/size) 18=1428/0-3-8 (min.0-1-10),11=1428M1echanical
Max Horz 18=362(LC 5)
Max Uplif�18=-93(LC 6),11=-220(LC 5)
FORCES pb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less eacepl when shown.
TOP CHORD 1-iB=4430/219,1-2=3881/570,2-3=-38d2/624,3-0=-3802/644,4-5=-1897123],
5-6=-1]381249,6-7=-1715/254.7-8=4]131256.&9=-7713/256.9-00=-99V209.
1 04 1=-1 3 602 50 �
BOT CHORD 17-18=-034/316,16-17=-437I7911,15-06=-336i1642,7-05=-434/169
VuEBS 7-17=-424/3167.4-17=-073/1721.4-16=-6W/204,5-16=499/1761.6-06=-1147/196.
12-15=-233/979.9-15=d BB/989.942=4212/357.10-12=-231/1515
NOTES
1)Unbalancetl mo/live loads have been consideretl for ihis design.
2)Wnd:ASCE�-�5;90mph;TWL=6.Ops/;BCDL=6.Opsp h=25fi;Cal.11;Exp 8;enGOSed;MWFRS pow-nse)gable end zone ana GG
Extetlor(2)mne;canlilever iefl antl nght exposetl;,entl vertical lefl and nght exposeqC-C(or mem�ers antl(orces B�MWFRS br
reactions shown;Lumber DOL=7.60 plate qnpDOl=5.60
3)Pmvitle adequale tlrainage�o preventwaler ponding.
4)This Uuss has�een designee�or a 10.0 psf bottom cho�E live loatl nonwncatrenf wi��any o1he�Jive loads.
5)Refer to girder(s)for Vuss to truss connectians.
fi)Beanng a�joim(sJ 18 wnsitlers parallel lo grain value using ANSIRPI i angle to grain(ormula. Builtlinq designer shoultl venty rapaci�y i�.y i(H �j
ol beatlng surtece_ .r v t
t �•ak FFI 'r�s
7)Pmviae mechanical connectlon(by olhers)ot truss to beanng�late fapeble of withstantling t001b uplifi al]olnt(s)18 excepl Qt=1b) ��"��.: �,��"`��
11=220. '�kY',G�x� � hf�,�!,�r
8)This Imss is�esignetl in accortlance with Ihe 20061ntemalional Resitlential Cotle sections R502.11.1 and R802.102 antl referencetl •�: •,F ..-
stantlartl AN51/TPI t.
9)"Semi-rigiG pitchbreaks induding heels"Member end fxily model was usetl in the analysis anG tlesign o1 ihis Imss. ��"��p���`�`�r�
10)Grap�ical putlin representation does not Cep�cf thesize or Ihe onenlation of�he pudin�along Ihe lop antl/or boltom chortl. M' t� :: ; � ��
lOAD CASE�S) Stantlard ro� ;�, �����hr �j'�x"�
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3-YS � 544 St-0 0. .{3 4-610 1-39 B.6C 'g.3�Z �
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31-5 5-0-] S1-] 0�5-13 6 fi-10 135 8�0-4 83-02
Piate Offsels IX VI_�4:0-9-0 0-2-01 18:0-3-8 0-0-81.�15:0-7-0.0�4-4�
LOAOING(psp SPACING 2-0-0 C51 OEFL in (IOC) Vtleil Lltl PLATES GRIP
TCLI 20.0 Pla�eslncrease 1.15 TC �89 Vetl�LL) -0231749 >999 360 MT20 1691123
TCOL 1�A Lumberincrease 1.15 BC 0,9� Vert(Ty -0.5919-20 >]d2 240
BCLL 00 Rep S�ress Incr Ves WB 0.86 Horz(TL) �21 11 .n/a n/a
BCDL 10.0 CotleIRC2006/TPI2002 (Malnx) Wind(LL) 0.181749 �999 240 WeighC2031b FT=20%
LUMBER BRACING
TOP CHOR� 2z4 SPF No2'ExcepP TOP CHORD Siructurel wootl shea�hing tlireclty applied or 4-2-6 oc putlins, except
2-4,4-5,5-6:2x6 SPF No2 entl vetlicals,antl 2-0-0 oc putlins(3-0-02 maxJ:1-2,640.
BOT CHORD 2x4 SPF Na2'Excepl' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Exwpl:
7-04:2x4 SPFS SNO 2-2-0 oc braang:19-20.
WEBS� 2x6 SPF-S Slud'ExcepP WEBS 7 Rowat mitlpl 8-02,.6-11,2-09
8-75,1042,2-20:2xd 5PF No2 2 Rows at i/3 pts 10-11
REACTIONS (�blsize) 20=1426/Mechanical,11=7428/Mechanical
Max Horz 20=223(LC 4)
Max UpIif120=-44(lC 6),11=-166(LC 5)
FORCES (Ib)-Max.Comp/Max.Ten.-All Porces 250(Ib)or less except when shown.
70P CHORD 23=-2526/292,3-0=4900/264,4-5=-0423/236,5-6=-1683R39,6-7=220ll271,
7-8=-226728].8-9=4222/211.9-10=4222/211.10-01=-1356/200
BOT CHOR� 19-20=-381/A706,18-19=-196/2023,17-18=-196/2023,7647=-250218],
15-06=-299/2277
WEBS 3-17=-709/122.746=J95/155.12-05=201I7201,8;15=-119/1284.8-02=1291/298.
10.12=-077/1667,d-17=-148/1169.fi-1�=1078/745.3-09=0/551.2-09=-2317/712.
220=-4297/483
NOTES
1)Unbalancetl roof live loads hav¢been consitleretl(or Ihis design.
2)Wntl.ASGE 7-05;90mph;TCOL=6.Opsl;BC�L-6.Opsf h=25fi�,Cat.II;Exp B;endosetl;MVVFRS�(law-nse)gable entl zone anG GC
Extedor(2)zone�canlilever leit antl nght exposetl;entl vetlical righl exposed;PC for members antl(orces&MVJFRS(or reactions
shown;Wmber DO1=7.60 pla�e 9�P DOL=1.60 -
3)Pmvitle atlequale tl2inage to preventwater ponCing. i � g �
4)T�is truss has been CesiqnetlJOr a 10.0 ps!boltom chortl live laatl nonconcuvenl with any other live loads. , +��k ,��r�F# r t�x�
5)Refer lo glrtler(s)�or Wss lo truss wnnectlons. �t rp„
6)Pmvide merhanical connedion(�y others)o�truss to beanng qate rapable of wit�slanding 1001b uplift at joiN(s)20 excepl(j1=1b) � '��' � `�4�7' ��"�'°A
11=186. n. ,i' , `�,,Si '7r ,a,^ ?
�L ; e,Y. ('tse y.:
7)This tmss is tlesignetl in accordance with lhe 2006 Intemational Resitlential Cotle sections R502.11.1.and RBa2.102 antl referencetl �
s�a�aamnNSVrpu_ ; �E=13t�r7?2U ;
8)"Semi-ngia pilchbreaks IncWding heels"Member.enE(xity motlel was used in lhe analysis antl tlesign of I�is Wss. rv � k �� � �'�
9)Grephical puriin represenlation does nol tlepict ihe size oi�he onentation of Ihe purlin along Ihe lop antlbr bottom chortl. .� � 5�-��,.�� e��, y
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I �� — n
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1� Sx
iB �� �6 �y \ H �d
i
Jxa II <xe = 3+6 = 5x11 = —y1-q —
13 12 10 9
2�4 II 6s@ _ ��6 = 5x6 = 2v0 II
�-44C � 1J-C-4 131 -1 19.8-0� 2J-104 � 29d1-$ I 3fi-0�0_�
GG-04 �6-H-fi 4 3 59-15 4�2-C 6-0.10 EO-14
Plale Offset�X Y): (3:0-11-fi 03-01 174:0-8-8 0-4-0� ry5:0-5-8 0-2-BI,j77:03-8.0.2-01
LOADING(ps� SPACING 2-0-0 C51 DEFL in Qoc) I/tle0 L/d PLATES GRIP
iCLL 20.0 Plateslncrease 1.15 TC 070 Vetl�L�) -020 ib >999 360 MT20 169/123
TCDI 10D Lumberincrease 1.15 BC �.69 Vert(TL) -0,5314-15 >810 240
BCLL 0.0 ftep Slress Incr Ves WB 0.99 Hoa(TL) 0.15 9 n/a n/a
BWL ID�.O Code IRC2006RP12002 (Mafnx) Wintl(LL) 0.16 13 �999 240 Weigh�:i891b FT=20%
LUMBER 6RACING
TOPGHORD 2x6SPFNO.YExcepP TOPCHORD SWduralwoodshealhingGirecityapplietlor4-9-03ocpudins, excepl
1-2,6-e�2x4 SPF No2 ena vetlicals,and 2-0-0 oc putlins(34-15 maxJ:1-2,6-8.
BOt CHOR� 2x4 SPF No2'Except' BOT CHORD Rigitl ceiling direciry applietl or 10-0-0 oc bracing.
5-13:2x4 SPFS Slutl WEBS 1 Row at mitlpt 8-9,245,642,5-05
WEBS 2x4 SPF-S SWtl'Excep�'
1-07.12-14:2x4 SPF No 2
REAGTIONS (IClsize) 18=1428/Mechanical,9=1428IMechanical
Maz Horz 18=-227(LC 4)
Max Upli(�18=-50(LC fi),9=-112(LC 5)
FORCES Qb)-Max.Comp/Max.Ten.-All(omes 250(I�)or less excepl w�en shown.
TOP CHORD 1-78=-1367I768,L2=-2304/220,2-3=-1952I250,3-4=4439228,4-5=-171&242, �
5-6=-2785/318,6-7=-2068266,7-8=-034fiH99,8-9=-0375/173
BOT CHORD 1647=-82/2351,75-16=-82/2351,14-15=-733/2525,5-04=-33/950,11-02=-137J1346,
10-01=-132/7346
WEBS 1-1]=-247I2545.247=-0048/199.2-15=-931/126.3-15=-90/1137.7244=-146/2359.
6-04=-fi/520,6-12=-0671/197,742=-90/980,7-10=-1100/194.8-10=-178/1872.
5-75=-1320/199
NOTES
1)Unbalanced mof live loads have been consitlered for Ihis design.
2)Nhnd�ASCE 7-05;90mph�,TCDL-6.Opsf;BCDL-6.Opsf;h=25ft;Cal.II;Exp B;enGOSed;M WFRS(low-nse)gable enA zone antl GG �%%/`/%%�
Extenor(2)zone;canfilever letl antl n9hl exposetl;entl verticai nght exposetl;GC�or members antl forces&MWFftS lor reactions
shown;W mber DOL=1�.60 plale gnp OOL=1.60
3)ProviDe atlequale drainage to prevent waler ponding. :.� ; �t frft
4)T�is Iruss has been tlesi9netl for a 10.0 psf bollom chord live loatl nonconwrren�with an o�hef live loatls. ik^ J'
5)Re/er b B��Oer(s)lor Irues to imss coonections. Y y t�,�� �� fJ�,.f9xi��,
B)Provitle mechanical connection�(by olhars)oi truss to beanng Glate capable ot wlthslanding f 001b uplift at jolN(s)18 excapt Qt=1b) ., � �4 7"�'� ``�"j�;F��
9=f12 -s. ,�G,'�' ��..K' '^
])This Vuss is designea in accortlance with the 2006 InlematianalResitlential Cotle seclions R502.11.1 antl R802.10 2 antl referencetl `; * ^�� `
stantlareAN5lRPlt � k ��"��t��7�1�- t
8)'Semi-ngitl pitchbreaks induding heels"Member en0(xily model was used in Ihe analysis anC tlesign ol lhis lmss.
9)Grap�ical putlin representalion tloes not Gepict the size or ihe orien�afion of Ihe putlin along t�e top antl/or potlom chortl. .qy :. 5-�-� ���« .°•�, �
�
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Job Truss TmssType Qry� Ply vreGpewaoe Is6vua9eoiwes�aay
IBlS]3/5
81�4�fi1]1 TOB qoo/Speciel 1 1.
J bR k ! I
.��e��w, mwneavi��c,w�eiea . 'i.aaosoduzouMrtexinem��s.inc. mon�mmisaa�.asxouPaqei
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4-00-3 I 48-6 � 13-4-4 13-1� 19-b-0 � 24.5-1� 293-12 36.0-0
440.3 C-00-3 &�t3 59-05 <-314 0-314 68-<
Swle=1125
5r1S�
8.50�
�5 S1J�yZ
3eq II Sx6 = �
<s6 = J� 4v9 C
� 6
� - J� Jv6 ��
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/ 6
3-0 � � �1 &1fi/
�� Jqy �9� Sx8�
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� 1 5 �� � t0 j�
� il7 a"�a\ � N
19 10 1I 16 �5 fixID = IJ 1 1P � 1 �A
12-15
3x6 = 6x6 = 3�— Sx12 =
ia i2 1Y
3n8 II 3� 6x16 ° 3xd ��
� 48-6 13A�4 i9-8_0 29-3-ty 3fi=6q
9.8_fi 34-09 6d-03 ' 9]-4 -6-&4
Pla�e Offsels(X Y): 14:0-6-0 0-T41 115:0.7-8,0-4-OI I16:0-5-12,0.ZB1
LOADING(psQ SPACING 2-0-0 CSI DEFL in (loc) 1/Oetl Ud PLATES GRIP
TCLL 20.0 Plales inuease 1.15 TC 0.80 Vetl(LL) -026 7849 >999 360 MT20 169/723
TCDL 10A WmEerincrease 7.15 BC OT! Veh(TL) -0.�912-14 >540 Y40
BCLL 0.0 Rep Stress Incr Ves VJB 070 Ho2(TL) 0.15 71 n/a n/a
BC�I 10.0 Code IRC2006/rP12002 (MaMx) Wnd(�L) 0.16 14 >999 240 Weight:1841b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2'Exwpl' TOP CHORD Siructural woo�sheathing direcity applietl or 3-3-17 oc putlins, except
33:2x6 SPF No2 ena verticals,ana 2-0-0 oc pudins(2a-0 max.g.1-3,9-10.
BOT CHORD 2x4 SPFNO.YExcepP BOT CHORD Rigitl ceiling direqty applieG or.10-0-0 oc bracing.
6-14'2xd SPF-S Slutl WEBS i Row at midpl 2-19,6-16
WEBS 2xd SPFS SWtl'ExcepP
12-15,10-02:2x4 SPF No2
REACTIONS (�p/size) 79=1428/Mechanical,11=1428/Mechanical
Max Horz 79=233(LC 4)
Max Uplift 19=-59�LC 6),11=-83(LC 7)
FOftCES pb)-Max.Comp,/Max.Ten.-All fomes 250 Qb)or less encept when shown.
TOPCHORO 2-3=4816/197,3-0=4842/263,4-5=4520/260,5-6=-1�28/239,6-7=-2612870,
7-8=-2712I291:8-9=-2823l337,940=-2663/294,1 0-11=-1 36611 7 7
BOTCHORD 18-09=0/1�65.17-08=0/7832,16-17=0A032,15-18=-93/2468.6-05=-31/870
WEBS 2-19=-1614/229,248=-80/7151,&18=-712/164,3-76=-624/55,4-76=-189/1283,
6-16=-1262/202./2-75=-199/2544.9-12=-0542258,1042=-260/2859
NOTES
1)Unbalancetl roof live�oaas have been consiEeretl for�his aesign.
2)Wind:ASCE�-05;90mph;TC�L=6.OpsP BCOl=6.Opsf h=25fl;Cal II;Ezp B�,endoseQ MWFRS Qow-nse)gable entl zone antl GC
Exlenor(2)zone;�cantilever left antl ngh(exposetl;entl vertical right exposeQGC(or members antl/orces 8 MWFRS for reactions
shown;Lumber�OL=1.60 plate gnp�OL=/.60
3)Pmvitle adequate tlrainage to prevent water pontlin9.
4)This Iruss has�een designetl for a/0.0 psf bollom chortl live loatl nonconcurrenl with any other live ioads.
5)Refer to girtler(s)tor Wss to iruss conneclions. w�ia S CJ F p
6)Pmvitle mechanical connedion(�y others)of Iruss to beatlng piate wpa�le o/withslan0ing t001b uplitl al joinl(s)79,11. x�b ,�;«f /t
7)Th�s Iruss is tlesignetl in accortlance wilh ihe 20061ntemational Resitlenlial Cotle sections R502.17.1 ana R802.102 antl relerenced e�` d :� � h �"'
�"':d
standardANSIRPl1. *"` c1 �' -�-.-tt
1 r`
8)"Semi-ngitl pitchbreaks inclutling heels"Member entl�xiry model was useE in ihe analysis ana design of ihis iruss. �� r�� r�`£�:��X
9)Graphical putlin representation tloes not aepict the size or Ihe onenlation o(ihe pudin along Ihe top and/or bottom chortl. PE'-i 1£ft'2�..26 '
LOAO CASE(S) Stantlartl
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Job Tmss TiussType Qty Ply wtaeewootl t5svuiaeeolwesciay
B1C<1fip1 T09 RootSppoal � �
18�53248
b R ( 1P�fi Il
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un .. .
IDSBwJLOgaH_sHFNACZ6051uz_SXO-hNLlUmoknJ5AI5ycV2TgvkLCR12y2qAAi�OIN
1a-t61
i 66-I I 10.B.ip �r 1�1_hB F 32b-Il � 09.00 ]6]-0 ]9JB
6�6�1 6�3�9 0�1a-I�I 3-0�] 6-8�5 SS] &10 � 0-1-B—�
Sx12��
8.50.� Scale=1]0.5
AxB = 15�� II 5z@_
OS
I �2 — W �� 9x6 �
�� '-3 � d 6 5.1]�12
a 3xfi �
J.P `✓$ ]
1
L 1� 1
s,e �
�. 6 1 g �
I 145
� B�
18 1) 16 15 @ &1
2r0 II 1b16 � � 9 v
Sx12 = ez10 = } _ t0lo rv
Sx12 =
A BR10° fl Oxid =
9x8 II 3x8 ° 1.5xC II
fi�6-� 13-C-4 1510�8 � 2511-0 _�28�0.0 I 3&3-0
fi61 I —
6-10-3 2-6L 10�0-8 3-0-0 B 3_0
PIa�eOHSefs(XVl' f4'0-600-2-0�,_8:0-3-0Edpel f9'.0-0-00=0-71 f15:0-7-40.4-0I f160-6-00-2-0�
LOADING(ps� SPAGNG 2-0-0 CSI DEFL in Qoc) uaen �/tl PLATES GRIP
TQL 20.0 Plalesincrease 1.15 TC 0.]2 Vert(Ly -0.311244 >999 J60 MT20 169/tt3
TCDL 10.0 Wmberincrease 1.15 BC 078 Veh(TL) -0.8812-14 >d88 24�
BCLL 00 RepStresslncr Yes WB 0,67 Horz(TL) 0.14 9 n/a n/a
BCDL 10.0 CodeIftC2006/�PI2002 (Matnx) Wnd(LL) 0.11 14 .>999 240 WeighC207@ FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No.YExcepP TOP CHORD SWCWraI wood shealhing tlirectly applietl or 3-5-14 oc pudins, excepl
3-0,8-10:2x6 SPF No2,4-5:2x4 SP 2400F 2AE en0 verticals,antl 2-0-0 oc pudins(5-0-0 maz.):1-3.
BDT CHORD 2x4 SPF No2 BOT CHORO Rigitl ceiling direc0y applied or 10-0-0 oc bracing, Excepf
NEBS 2x4 SPFS SWtl'Except' 22-0 oc bradng�11-12.
'147.3-07,1245:2x4 SPF No2 VJEBS t Row at mitlpt 1-18,3-17,fi-16
REACTIONS (Ib/size) 78=1429/Mechanical,9=1644I0-3-8 (min.0-2-9)
Max Hoa 18=-3d9(LC 7)
Max UpIif118=-133(LC 4),9=-186(�C])
FORCES (Ib)-Max.Comp./Max.Ten.-All Porces 250(Ib)or,less except when shown.
TOP CHORD 148=1370/197,1-2=-1023/123,2-3=-0024/124,3-4=-1613/22],4-5=-1338/173,
5-6=-0683/216.6-7=-2100/214,7-8=2459/271.8-9=-27171237
BOTCHOR� 1R18=0/387,16-1]=0/1529,15-16=0/185],645=-42/842,17-72=-61/2360,
941=-63/2358
�85 1-1]=-191/1585.2-17=-052/180.347=-804I720,3-06-316A1�.4-76=-92/702.
12-15=-09/2155,745=-048/182,8-12=341/103,516=-94/589,6-06=-1071/182
NOTES
7)Unbalanced mo!live loatls havebeen considerea tor ihis design.
2)l^Antl:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=fi.Opsf;h=25fl:CaL II',Exp B;encloseQ MWFRS Qow-nse)ga�ie entl zone antl C-C
Entedoq2)zone;canlilever left antl nghl esposed;entlberticai nght exposetl;GC tor members antl rorces 8 MWFRS br reactions
shownj 1umEer�OL=1.60 plale gnp OOL=1.60 �
3)Pmvide atlequate drainage to prevenl water pontling.
4)This tmss has been designetl tor a 10.0 psf Gottom chord live Iwtl nonconcunenl with any olher live loatls.
5)Refer to giraer(s)br Iruss to truss connectians. t a� p zf�a
6)Proviae mechanical conneGion(by olhers)ot tmss to beanng plale capable of wilhstantling 1001b uplift al joint(s)excepf Q1=1b)78=733, �tt ����t� f T.
9=188. ,�� a . , ah'��rx�'�
7)This Imss is tlesiqnetl in accoraance wilh ihe 20061ntemalional Resitlential Cotle seclions R502.11�.1 antl R802.102 and reterencetl ., X?`�' [�;;�7�r �.;���
stanOarG ANSIRPI 1. r, r;p,+ f�`�y4 ,�;}.
B)'Semi-ngitl pilchbreaks inGUtling heels"Member entl fixiry motlel was used in Ihe analysis andtlesign of ihis Wss. �{ ;'`.��°-
9)Graphlcal putlin represenlation does not tlepict Ihe size ar Ihe otlentation of ihe pWin along ihe top and/or boltom chord. r�`}7��7�2CI ; `
LOAOCASE�S) S�antlartl ro ; �r�'��� _;p� ��.
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wc,m iecnHSirtPii m ecsii rysn i � ei ecsce ioiac ob �s.iryii r � im romsacnm.w«.:oa�e ��y. ma�y,��im-�sianaro�'mo�aro� ENG/NEERINGuc
vn�'eanmeiotsnev�<xaae.mei eespne,o�wsesg�e�g�eer�aioeee�eeesesoecanye�g�eep�srvormeemienaoesqneronneeuiaiq.
Job TNSS Tmss Type Oty Ply � NkoBew�e t86 v0iege ol Wesl Ciey
81441601 TIO RoolSpeaal � �
18092/]
0 R f ( ol I I
.,.,,....,��, „i��ncan��o,rn�omo ]�3050cIN401]MR¢klnUU5ine5,IncMonJU10]iBAfAi201aPagel
IDSBwJIOgaH_sHFNACZ6051oi SXO-9sH1VNVOZ1vAjK13WK3H0uSzIm5aUW5GUwkPrz OtM
15:t0.9 ' . . _
~�10-5 9-51 1]J� 131 1 ub-1]
-io-s � ( � �—� � za a o nea.o ap�e
61J ]-ll-i 0�-p3-0.] 665 5-5-] 810 ]-1-0—�
Scale=192.9
Sefi II
8.50� 5rfi �
a5
art �
g 5.1J 12
z.a II s"�
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10 1] i6 5 � e I� 8'\
12. 9
3ic6 = OxB = 6nt� — i'1.�— "p:-� 10 b
6Ri6 - �d �� rv
Bx10= 11 <R10
Jf6 II 3+0 I6r< II
9-54 1J�4-< F 15-00.B { 25-N-0 .28_0_0_� 36-3-0
� 9-51 � 3-11-2 b6-0 10-0_B �
� 4-1-0 8_3-0
' Pla�e O(�sets L 4:) f8'.0-3-O,Ed9e1 19:0-0-QO-0-71 f15:0-7-0 0-4-01
LOAOING(psQ SPACING 2-0-0 CSI DEFI in poc) I/defl L/G PLATES GRIP
TCLL 200 Plales�ncrease 1.15 TC 0.46 Vert(LL) -0.3212-74 >999 960 MT20 169/123
TCDL 10.0 Lumberincrease 1.15 BC 078 Vetl�TL) -0.97 12-14 �47fi 240
BCLL 0.0 Rep Stress Incr Ves VJB 0.71 Horz(TL) 0:15 9 n/a n/a
BCDL 70A Cotle IRC2006/rP12002 (Matnx) Wntl(LL) OA2 14 >999 240 Weighl'.1961b FT=20%
LUMBER BRACING
tOP CHORD 2x4 SPFNo2•ExcepP TOP CHORD Structural wood sheathing tlirectiy applietl or 3-5-15 oc putlins, except
3-4,840:�2x6 SPF No2 end vertirals,antl 2-0-0 oc putlins(4-0-9 max.):1-3.
BOT GHORD 2x4 SPF No2 90T CHORO Rigitl ceiling Qireclly applietl or 70-0-0 oc bracing, Except:
WEBS 2x45PFSSWa'Excepl' 2-2-Ooc�racing:ll-12.
12-15:2x4 SPP No2 WEBS 1 Row al miCp� 2-08,6-i6
REACTIONS Qb/size) 18=1429/Mechanical,9=164410.3-8 (mia.0-2-9)
Max Hoa 78=-299(�C 7)
Max UpIIfH8=56(LC 6),9=-795(LC 7)
FORCES Qb)-Max.Comp.IMax.Ten.-All forces 250 Qb)or less ezcept w�en shown.
�TOP CHORD 2-3=-0846/183,3<=-7850/251,4-5=-744d1223,5-6=-1686/254,6-7=-2102/245,
7-8=-2459/294,8-9=-2717260
BOT CHORD 1748=0/110],16-07=0/1864,15d6=0A863,6-05=-25/873,11-02=822360,
941=-83I2358
WEBS 2-08=4642/216,2-17=-68/1152,3-17=-720/162,3-16=-650I57,4 4 6=-1 3 2111 61.
7 2-1 5=-6921 57,7-15=-045I77F,842=J42/102,5-16=-68/381,6-16=-0138/169
NOTES
1)Un�alancetl mof live loatls have been consitleretl fo�this tlesign.
2)Nhntl:ASCE]-O5;90mph;TCDL=6.Opsf;BCDL=6.Ops(;h=25k,Cal.II;Exp B;endoseQ MWFRS(low-nse)ga�le entl mne and C-C
Extenor(2)zone;cantilever leit antl dghl exposed;entl verticai nght exposetl;GC Por members antl/orces 8 MWFRS for reactions
shawqiumber DOL=1.60 plale gnp DOL=1�.60
3)Provide aaequate tlrainage lo prevenl water ponding. i,r/%/��
4)This iruss has been tlesigned br a 10 0 psf bottom chord live loatl nanconcurtent wiih any olher live loatls.
5J Reler lo gfrtler(s)lor Iruss to truss connectians_ u+ikt iia r
6)Provide merhanical connection(Cy olhers)of Iruss to beanng plate capable of withs�antling 1001b uplift atjoint(s)18 excepl(j�=1b) ik�' �� p 1 r
9=7,95. s. v„+,..+ f �4�{�.�,
7)This Iruss is tlesignetl in accorEance wilh ihe 20061ntemalional Resitlential Cotle seclions R502.11.1 and R8o2.102 and relerenced t p� i 4 aT R� • '�� �e
slantlartlANSi/TPit �..�,c� ''[,.y�„
�, �
8)"Seini-iigitl pilchbreaks inclu0ing heels"Member end fixity motle�was use0 in Ihe analysis anE design of ihis truss.
9)Graphicai putlin representation does not tlepict ihe siie or Ihe onentalion of Ihe puAin along Ihe rop antl/or bollom chord. �'��"� ���ry�Q '
LOADCASE(5) S�andartl ^ ' �� a -=
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pl I p pltlYl IM1 0 p �I� 'BI�1 �p �Q p Itd� .TM1 U p pl ,bed 0 4� , 1 blry 0 IIM1' p� 1� Y��KUlet B
U I� g' N p Ol�y fN Ow 1��Llv ! ul�tl M 0 � �h B pl p� W p qN5ViP11. L 1 I 1 IJ g el M1 '�p'vd I p p p DmemCers
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5ae m iec nrvsirtci i,m aesi s rv n �,- o� acsi�a a�e c moo�em saie�y mro i � �i�oi v secn i .:e m sirv.� � �y��w�ea-�sauaro��mrmaim� ENCINEER/NG�m
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.b� Truss TrussTyDe QIy Ply weCaewooa t56Vii�ageoiwesicley
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1-06
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2aL (� da10 - 6z10 = i�13 /2 g �� _°d
5x12 = 1J 10 Or10 = �
�� �� 3a6 = iSxa II
B�ID -
i 6-1-9 13.4-4 �tS10-BI 2511-0 �29-0.0� 36]0
6-0-9 >-2-11 2�bi 10-O�B 2-0-0 8-3�0
Piate OHSets(X Y): 13:0-8-0 0-2��,p:03-0 Etlael I8:0-0-0 0-0�71 f14 0-7-0 0-4-01,115:0-5-12 0-2-0���16:038 0-2-0I
LOADING(ps� SPACING &0-0 CSI DEFL in Qoc) vaen L/tl PlATES GRIP
TCLL 20.0 Plates�naease 1.15 TC 0.64 Vetl(Ly -0.33 i t-13 >999 760 MT20 169/123
TWL 10A Wmberincrease 1.15 BC 078 Vert(TL) -0.9411-13 >461 240
BCIL 0 0 Rep Stress Incr Yes VvB 0.66 Hoa(TL) 0.16 B n/a n/a
BCDL f0A CotleIRC2006/TPI2002 (Matnx) Wntl(Ly 0.13 73 >999 240 WeighC1901b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF Na2'ExcepP TOP CHORD Slructural wootl sheathing direclly appfietl or 3-5-15 oc pudins, excepl
2-3,7-9:2x6 SPF No2,33:2x4 SP No.7 enG vetlicals,antl 2-0-0 oc pudins(3-2-12 max:):1-2.
BOT CHORD 2x4 SPF No2 BOT CHORD Rigitl ceiling tlirectly applied or 10-0-0 oc bracing, Except
WE6S 2x4 SPF-S Slutl'ExcepP 22-0 oc bradng:10-11.
1-16.1144'.2x4 SPF No2 WEBS 1 Row al mitlpt 2-15,5-05
REACTIONS pblsize� 17=1429/Mechanical,8=7644/03-B (mia 0-2-9)
Max Horz 77=275�LC 4)
Max Upiiftl7=-48(LC 8�,8=-201(LC l)
FORCES Qb)-Max.Comp./Maz.Ten.-All forces 250 p�)or less excepl when shown.
TOP CHORD 1-07=-13711161.1-2=-23fi8/217,23=-0947/242.3-4=-1427/209.4-5=-06811261,
5-6=21001265.6-7=-2959/308.7-8=-271 L274
BOT CHOR� 1617=0/266,15-16=0/2418,14-15=0l185],54E=-52/828,10-11=-96@380,
840=-96l2358 -
WEBS 146=-236/2608,2-i6=-0O60/199,2-15=-1006/135,3-15=-41/7054,11-14=-892152,
6-14=-4461173,7-11=-342/702,4-15=-1161414.5-05=4088/187
NOTES
i)Unbalanced roof live loads have been considered to�Ihis tlesign.
2)Wintl:ASCE]-05;90mph;TCDL=�.OpsY,BCDL=6.Opst;h=25ft'Cat:II;Exp B;enGOSeB,MVVFftS(low-nse)gable entl zone ana GC
Exterior(2)zone�,cantilever left antl nght enposed�,ena vertical riqht exposetl;C-C for members antl forces 8 MWFRS for reaIXions
s�own;LumDer OOL=1.60 plale gdp�OL=1.60 -
3)Proviae atlequale d2inage to prevent water ponaing.
4)This iruss has been Gesiqned for a 10.0 ps/bottom chord live loatl nonconcunent wilh any olher live loatls.
5)Raferloglrtler(s)forlrusstotrussconnectlons i,i �i7�}.r��.'
6)Provitle mechanical connection(by others)of Iruss to beanng plate rapable of withstantling 1001b upli(t atjoin�(s)17 excepl Qt=1b) � ��
a=zat ��.��v:, Pf{ �`>>�..
7)This tmss is tlesignetl in aceordance with Ihe 2006 lntemationaPResitlential Cotle sections R502:71.1 ana R802.102 antl referencetl ti p"+� ��;.�T�� �"�f°?;,
stantlartl AN51/TPI i. � ��' (�-,.�T� ''
9)"Semi-ngiG pitchbreaks induding heels"Member enA fxity motlel was used in the analysis anG design ol ihis truss.
9)Graphical putlin representalion tloes no�tlepicl l�e size or��e onen�ation of�he putlin along��e lop�antl/or boitom chorG. �'t=1 tCl1�°�1Q �•
LOAD CASE(S) Slandartl � 5 i�°�°�Q� ���°, ti�
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July 8.2014
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pl I � til�yf �� U q It� S�pl 1 po IJ 0�dry -.T� 0 g pl b UI B e� �I 011y d �1�6 �w II Ypdrl I r
� 'A 9� I�. ry bI�Y (1� Ow Ip qv�( ulh E p 1 1� 8 Itl g0e 9 p ANSIRPII.Lt I 1 IE g f M1 � pvq I G 0 �Nm Cers ,
I mpres M kl�p y t� 01� g IUIIIyU y.AJJ�o II po ry IranvQg IW -ql I IDIIyEtlg 1 d In � � I�IHy II� t � Iller
NtlOd I peim 1�u N�g�1 O I�y p �q �I� II 1 tl - IM1 espons�I ry ol l�e Pr �,1� pv � NM1 'eJ dp I N B tl B� 4 p 0 IR41� IBC M
ANSViPIt Fo B Ig b� i 9 rp 9E Iq � OIA /Otl 1 n Qualtlyconlrvl,slo B 41' ry, qro ,I I I t�anlantl0 8 IM 'g,w Ilt� I I 1 OXOno/Ine �°
wc,m iec n�vs�nan u eesi �y n' i ar ecsi�a a acomco�eoiseieiymm�aro��areiseki,msecaa�.,„,..:m�a�si�y:wm.,u.�y eia�ee-�s�anaro��oro�aro� ENGINEER/HGue
suppl'e0-n I�e�oUSOe Dackage.Tp¢Imss tlesgne oi W55 Oesgn enBlneer(elso De0ne0 es a speuatly enB�^ee�Iz NOi I�e BuilOing Oesgner ol Ne�ulMllg.
Job Tmss TrussType Ory P�y v.pepewooa taevniaaeotWesiciay
B1�<16Q1 T11 fto015p¢dal � �
i8�5J2/9
J9�R i laoti 11
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18 f] 16 t3-05 1] t �\
10s10 = 4x8- 6�8 = \\ I
—T�'�\\ 104�
6x16 = 1e it ax10 = \�I ° rv
Jafi II �xb — t5zi II
Bx10 =
�2-1_0-0 �_]-9-0 � �3« �iS10-0 I� YS-01-0 2B=0-0_� 36-30 I
2y10�0 d-ILO S]-C 2E-4 10.0�8 Y-1-0 8-3-0
Plate Ohsels IX Yj_�2:0-4-8 0-3-41,18'.0-3-0 EdgeJ�[9'.0-0-0 0-0-7�,(75:0-6-0 0-0-81 f18�Etlqe 0.3-BI
LOADING(ps� SPACING 2-0-0 C51 DEFL in (loc) IPoeil L/0 PLATES GRIP
TCLI 20.0 Plateslncrease 1.75 TC 0.49 Vert(LL) -0.3512-74 >999 360 MT20 169/123
TCDL 10A Lumberincrease 1.15 BC 078 Vert(TL) -1.0512-14 >412 240
BCLL 0 0 Rep Siress Incr Ves VvH 0.95 Horz(Ty 023 9 n/a n/a
BCDL f0.0 CoOeIRC2006/rP12002 (Matnx) Wintl(LL� 0.20 15 >999 240 Weiqht:l9Blb FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2'ExcepY TOP CHOR� Slructural wootl shealhing tlireclly applied or 3315 oc pudins, ezcepl
2-0,8-00:2x6 SPF No2. entl verticals,and 2-0-0 oc putlins(6-0-0 max.):7-2.
BOT CHORD 2x4 SPF No2'Excepl' BOT CHOR� Rigitl ceifing directly applie0 or ID-0-O oc bracing Except
75-18:2x4 SP No.1 2-1-0 oc bradng:1748,11-12.
WEBS 2xG SPFS Stud'Excepl' VJEBS 1 ftow al mitlpt 6-76,2-1]
1245,2-18:2x4 SPF No2 �
REACTIONS (Ib/size) 18=1429/Mechanical,9=1644/0-3� (min.0-2-9)
Max Horz 18=-282(LC 4)
Max Uplift 18=-44(LC 6�,8=204(LC 7)
FORCES pb)-Max..COmp/Max.Ten.-All(orces 250 Qb)or less except when shown.
TOP CHORO 7-2=-259/0,2-3=-2602248,3-0=1908211,d-5=-1464/241,5-8=-1690276,
6-7=-21001272.7-8=-2459/314.8-9=-2717/279 . . .
BOT CHORD 1748=330/4920,16-17=02103,15-06=0I7858,6-15=-00/839,i t-12=-99I2360,
941=-10 V235B
VvEBS 3-i6=-779/135.<46=-135/N86,12-05=-92/2150,7-15=-446/i12.842=-342I102,
5-06=-7fi1351,646=-1709/183,3-07=0/545,2-08=-4873/554,2-17=-2840I370
NOTES
1)Unbalancetl roof live loatls have been consitlered tor�his tlesign.
2)Wntl:ASCE 7-05;90mph;TCDL=6.Opsf BCOL=6.Opsf h=25fi�,CaL II;Exp B�,enGOSeQ MWFRS pow-nse)qable entl zone antl C-G
E�lenoq2)zone;cantilever left and nght exposetl;entl verticai nght exposeQGC for members and lorces 8 MWFRS lor reactions
shawn;Wm�er OO1=1.60 plate gnp DOL=1.60
3)Provitle adequa�e drainage�o prevenl wa�er pontling.
4)This Wss has been tlesignetl for a 10.0 pst bollom cho�tl live loatl nonconcuvenl wi�Rany o�her live loatls. t1s' x��� hpjT
5)Reter to girtler(s)(or vuss�o iruss canneclions. xr e
6)Provitle merhenical connectlon(by others)of iruss to beenng p�ate capable o!wlihstanaing 1001E uplifl al Joinl(s)18 excepl�1=1b) ^t°� ������} ;�°q�,-
9=204. ^
7)This truss is designe0 in accartlance wit�the 20061nlernational ResiGenlial Cotle sections R502.11.1 antl R802.102 and re/erenceG ``�;�;.ti4'� T���'� �^'�>^
stantlardAN51/rPl1. ., Q',' �� '��:�$S'4r"�,�
8)"Semi-ngid pilc�breaks inclutling heels"Member end(xity motlel was usetl in ihe anatysis antl tlesiqn a(this Vuss. .` PF'-7)�t�i 2?Lf} *
9)Graphical putlin representatian tloes not Aepict t�e sizepr ihe onentation of��e putlin along�he top andlor bo��om chord. � � ; N 4
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A001 Ipe�m IY q q�l GIIIyL � ��p IIS� q " I� � 50 b'Iry 11� Pv �,Ip px ( �ipp pd g¢M 1� 8 M�p� g �pp N IRGN IBC U �
AN51?pl1 Fo g Ig b �eg J'gd g p pllA ,�G'cef 0 ��Y 1 I 1 g U I ry, tlb I1. I 5Van1an00 B �� �9,COnsuIll�ela�esle4Apnoll�e �°
Sucm iec.nrvsurvii m eesi: � �y n � m ecs�e n'aeom��emsa�erymm aro�ia�eieoieo- seeawi...„.roo.�e�si�y�om.m.�yreiaiee�s�eneimo�iiorme�o� ENGINEERlNGuc
pq eo in ine�onsne oacxaee.me wss aes'�aner or wss eesy�e�e neer�aiso eermee as e speuany enq�nee��'n Hor me euaemq oesqner oune�mm��,
Job Truss T�uss Type QIy Ply weeaewooa iee wi�aae oiwestciay
IBG53250
91M161I1 T13 RoolSpeclal 1 �
PROBUIL�. MOORESVILLE,INC6158 ],1]O50tl1�30UMTekInUU5lries,Inc.MOnJU10116:H:083011Pap¢1
I�.sBwJLOgaH_sHFNACi6051uz SXO-SEPez3%e5f9uye1Rtlk515J%LgPdWlSkOkoPr4VZ OIK
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Plate OHSets IX Y)' 11',0.2-8.0-2-0I �4:03-6 Etloel [5:03-0.0-2-01 (6:0-0-0.0-2-01
LOADING(psf) SPACING 2-0-0 CSI �EFL in (loc) I/tlell .Vd PLATES GRIP
TCLL 20.0 Platesincrease 1.15 TC 0:27 Vert(LL) -0.04 6-7 >999 360 MT20 �169/123
TCDL IDD Wmberincrease 1.15 BC 0.14 Vert(TL) -0.12 6-7 >999 240
BCLL 00 RepStresslncr Ves WB Od7 Hoa(Ty 0.14 4 n/a n/a
BCDL 100 CotleIRC2006/rP12002 (Matnx) WnG(LL) -0A2 6 >999 2A0 WeiqhL561b FT=20%
LUMBER BRACING
TOP CHOR� 2x4 SPF No2 TOP CHORD Siruclurat wootl sheat�ing tlireclly applietl or 5-9-4 ocputlins, except
BOT CHOR� 2x4 SPF No2 entl verticals.
VvEBS 2x4 SPF-S Slud BOT CHORD Riqid ceiling tlireclly applie0 or 10-0-0 oc bracinq.
WEDGE
RighF 2x4 SPF-S S�utl
REACTIONS Q�/size) 7=453/0-3-8 (min.0-b8),4=453I0-3-8 (min.0-1-e)
�Max.HOrz 7=198(lC 4)
Max Uplifl7=-25(LC 7);4=49(LC 6)
FORGES (Ib)-Max.Comp,/Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD i-2=-890/i,23=-899/99,34=-589q6,1-7=-071/10I
BOTCHORD 6-7=-281I324,5-fi=441/514,4-5=-105/381
WEBS 2-6=-63/e66,16=491/481,3-5=252/165,b6=0/502
NOTES
1)Unbalancetl.rool live loatls have been consiGeretl/or�his Gesign.
2)VJntl:ASCE7-05;90mph;TCDL=6.Opsf BCDL=6.Opsh h=25fl;Cal.II;Exp B;enGosed;MVJFRS Qow-nse)gable ena zone antl GC
Ea�edor(2)zone;canlilever lefi antl nghl exposetl;entl vertical left and nghl exposed;GC(or members anG lorws 8 MWFRS 1or
reactions shown;Wmber OOL=1.60 plale grip DO1=1.60
3)This truss�as Deen tlesigned for a 10.0 psf bo�lom chora live loatl nonconcurrent with any oNer live loatls.
4)Beanng at joint(s)7 consitlers parallel to grain value using AN51/TPI 1 angle to grain/ormula. Builtling tlesigner shoultl venfy capaciry
o(beanng surface.
5)Pmvitle mechanical connection(by olhers)of Iruss�o beatlng Flaie capable of wilhs�antling 7001b upli(1 al join�(s)],4.
6)This iniss is designed in accortlance wilh the 2006 Intemational Resitlential Cotle sections R502.H.1 antl R802.102 antl.referencetl �
stentlartl ANSI(rPl L ti41 ��� �F tfl�
�)"Semi-rigid pitchbreaks induding�eels"Member end fxity motlel was used in the analysis ana Gesign o!this Wss x r y
. . � y„�r FFl p� �L�..
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LOADING(psQ SPAQNG 2-0-0 CSI DEFL in poc) 1/AeB L/tl PLATES GRIP
TCLL 20.� Plales�ncrease 1.15 TC 0.3fi Veh(LL) -028 12-14 >098 J60 MT20 169/123
TCDL 10.0 Lumberincrease 1.75 BC 0.61 Vetl(TL) -0]012-14 >356 240
BCLL 00 Rep5lresslncr Yes WB 033 Horz(TL) 0.03 9 n/a n/a
BCDL 10A Cotle IRC2006/TPI2002 (Mattlx) Wntl(LL) 0.02 11 >999 240 Weigh1:1951b FT�=20%
LUMBER BRACING
TOP CHORD 2x4 SPFNo1•ExcepC TOP CHOR� Structural wood sheathing�tlirectty applietl or 6-0-0 oc putlins, except
9-10:2x6 SPF No.2 end verticals.
80T CHORD 2x4 SPF Na2 BOT CHORD Ri itl ceilin tlirectl a lietl or 10-0-
9 9 Y Po 0 oc bracing, Excep�:
WEBS 2x45PP-SSWd'ExcepP 6-0-OOCbradng:l5-16,14-15.
2-06,4-16,5-16,5-14,]-14:2x4 SPF No2 1 Row at midpt fi44
VvEBS 1 Row al midpt 2-16,446.&14,7-14
REACTIONS (Ib/size) 18=457I0-6-0 (min.0-7-8),14=1695/0-3-8 (min.0-2-01),9=927/0-3-8 (min.0-tA)
Max Ho218=-307(�C 4)
Max UpIif118=-02(LC 6),14=-54(LC�),9=-170(LC 7)
Max Grav 18=539�LC 10),14=1fi95(LC 1).9=927(LC 1)
FORCES Qb)-Mac.Comp./Max.Tem.-All forces 250 Qb)or less ezcepl w�en shown.
TOP CHORD 1-2=-557/93,5-6=0/258,fi-�=-0/363,7-8=-761/149,8-9=-1049/120,1-iB=-487/75
60T CHORD 1748=-791318,i6-7�=-04/385,15-16=-502/0�,6-74=-355/177,1344=0/360,
12-73=0/360,11-12=0/855,9-01=0I852
WEBS 247=0/267,2-1fi=-481/153,4-16=-364/26,5-16=-99/739,14-ifi=0/410,5-04=-]21/0,
7-14=-786I182,7-12=0/622,8-72=-406/110,L77=0/320
NOTES
i)Unbalancetl roof live Ioatls have�.been wnsideretl tor�his design.
2)Wnd:HSCE]-O5;90mph;TGDL=6.Opsf;BCD6=&�psY,h=25@.Cat.II;Exp B;enGOSeQ MWFRS Qow-nse)gable entl zone antl GC
Ex�enor(2)zone;wntilever left anG nghl exposed;entl vetlical left antl right exposetl;GG for members anG brces 8 MWFRS(or
reactions shown;Lumber DOL=1 60 plate gnp DOL=1.fi0
3)This Wss has tieen designed for a 10.0 psf bottom chortl live loatl nonconcurrent wit�any other live IoaGS. �
4)Pmvitle mechanical connection(by others)of Imss to beanng plale capaEle of withstantlin9 100 Ib uplilt at joinf(s)18,14 excep�(jt=1b)
91'!0. ilt7tk r �r..,
5)This truss is aesiqnetl in accordance with ihe 20�61nternalional ResiCential Cotle sections R502.11.1 antl R802.102 and referenced '+� �'
slandaNAN51/TPIL � J����'� �ry
.y�.t }-. �l'��
6}"Seml-ngitlµlchbreaks inclutlinq heels"Member entl fixity model was ureG in ihe anatysis antl cfesign of ihis truss ,�. �yj,�'��� �"�s,;.
'r'y¢''G� �`�1^`S t'�✓�
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LOA�ING(psQ SPACING 2-0-0 CSI DEFL in (loc) i/tle0 L/tl PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TG 034 Vetl(LL) -0.06 9-10 >999 960 MT20 169/123
TCDL 10.0 Lumberincrease 7.15 BC 044 Ven(TL) -0.18 940 >999 240 �
BCLL 0.0. Rep Stress Incr YES WB 0.56 Horz(TL) 029 8 n/a n/a
BCDL 10.0 Cotle IftC2006/rP12002 (Malnx) Wntl(Ly OA510-01 >999 240 Weigh1:901b F7=20%
LUMBER BRACING
TOP CHORD 2x4 SPFNa2 TOP CHOftD Struqural wooa sheathing directly applietl or 4-3-4 oc putlins, except
BOT CHORD 2x6 SPF NaYExcepP end vetlicals.
941:2x4 SPF No2 BOT CHORD Rigitl ceiling tlireclty applied or 6-0-0 oc bradng.
WEBS 2x4 SPF-S StuG'ExcepP
6-9,2-7 L 2x3 SPF Nn2
REACTIONS (i�lsize) 12=752/0-b8 (min.0-0-8),8=I52/0-5-8 (min.0-UB)
Max Horz 12=212�LC 5)
Max Uplf/t 12=-59(LC 6),8=59(LC 7)
FORCES Qb)-Max.Comp./Max_Ten.-All forces 250 Qb)or less ezcept when shown.
TOP CHORD 242=-676/93,2-3=-1713270,3-4=-663/48,4-5=-663/87,5-6=-0713/0,6-8=-67&0
BO7CHOftD 11-12=-325/423,10-01=-351//007,9-1a=0I1007
WEBS 410=0/513,5-00=-6]6/53,5-9=0/159,&9=0/1341,3-00=-6 761333,3-07=292/812,
2-71=497/1341
NOTES
1)Unbalancetl mof live loatls have been considered for this design.
2)Wno:ASCE 7-05;90mph�,TC�L=6.Opsf;BCDL=6.Opsf.h=25fi;Cat.II;Exp B;enGOSed;MVVFRS(low-nse)gable entl zone and GC
Eztenoq2)zone;cantilever letl antl nght exposetl;entl vertical leffantl nght expose4:GC for members ana forces 8 MWFRS for
reactions shown;Wm�er�OL=1.60 pla�e gnp DOL=1��.60 �
3)This W ss has been designea for a 10.0 psCbotlam chortl live foatl�nonwncurtent with any other live loatls.
4)Beanng at joinys)12,8 wnsiaersparallel�o grein value using ANSI/rPl i angle to grain(ormula. Buitding designer should verdy
capadty of beanng surtace.
5)Piovide mechamcai connedion(by others)oLiruss to beann9 pla�e capable of wiNStanding 100 Ib uplift at joinl(s)12;8.
6)This Uuss is Gesigned in accortlance wi�h the 20061n�emalional Residenlial Code sedions R502.11.1 antl R802.10 2 antl referencetl �:}} ii z tt p�.
slantlarG ANSI/TPI L � � _ � Fr
�) Semi-ngitl pilchbreaks inclutling heels"Member end 6xity motlel was usetl in t�e anarysis antl design of Ihis iruss. ., )t.:a0 F� U{.r�-
LOAD_CASE�S) Stantlartl �a�}�'�{t��� T n'"h.�"�j`�,r",
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j PE=1t�i22-2� 'z
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2
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Sx6% � �
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ri 1-1
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]r� II 3a5= 3xfi - 8z10 = 3rt II
]�B� 9-140 � 2650 73-2:8�
]-0-B 2_5-8 10-PB I-AO
PlateOffsets(XYY f2'0-5-05 0-4-121 15'03-12 044 21 112'0-4-BEtlq I
LOADING(psf) $PACWG 2-0-0 CSI DEFL in (loc) VtleFl L/tl PLATES GRIP
TCLL 20.0 Plates lncrease P.15 TC 0.68 VeryLL) -0.32 7742 >861 J60 MT20 169/123
TCOL 10.0 4um�erincrease 1.15 BC 064 Vert(Ty -0.8317-72 >330 240
BCLL 0.0 Rep Siress Incr Ves WB 0.9d HoaQL) -OA2 9 nla n/a
BC�L 10.0 Code1RC2008RP12002 (Malnx) Wnd(LL) 0.06 12 >999 240 Weighl'.757Ib FT=20%
LUMBER BRACING
� TOP CHORD 2x4 SPF Nn2 TOP CHORD SlrucWral woo0 shealhing Qirectly applietl or 49-8 oc pudins, except
BOT CHORD 2x4 SPF No2 enC vertirals,antl 2-0-0 oc putlins(5-11-3 maxJ:4-19,5-8. Excepl'.
N'EBS 2x4 SPFS Stutl`ExcepC 6-0-0ocOradng:Y-0
043,5-12,6-12,10-12�.2x45PFNO2 BOTCHOR� Ri9idceiiingtlirectlyapplietlor22-Oocbradng.
WE�S 1 Row at midpt 6-12,10-72,&5
REACTIONS pb/size) 9=926/03-8 (min.0-1-e),15=940/Mechanical
Mac Hoa 15=3fi2(LC 6)
Man Uplift9=-i t 6(LC 6),15=89�LC 4)
FORCES pb)-Max.Comp./Max.Ten,-All forces 250 Qb)or less excepl wfien shovm.
TOP CHORD 1-16=-970/88,2-16=-863/702,243=-343/56,2-4=-066/312,5-6=-466/215,
6-�=-923/284,145=868/129�
BOT CHORD 14-75=-000151,13-04=400/51,12-13=393/832,740=-i76/601,9-00=-2I3/917
WEBS 5-12=-173/957,642=-510/170,10-02=-367/888�,&70=36/285,]-9=-0234/369.
1-13=�b1e 92.'2-5=-7 2 57114 3.2-7 2=-960/452
NOTES
1)VNnd:ASCE 7-05;90mph;TCDL=6.Opsf BCDL=fi.Opsf h=25tl�,CaL II;Exp�B;enGOSeQ M WFRS Qow-nse)gable entl zone antl GC
E�lenoq2)0-1-12 l0 23-0-12 zone;cantilever lell and nght exposetl;end vehical lefl exposeqC-G!or members antl torces 8 MWFRS
for reactions shown;Lumber DOL=1.60 plate gnp DOL=1.60 �
2)Pmvide adequa�e tlrainage�o prevent wa�er ponaing.
3)This truss has been tlesigned tor a 10.0 psf boltom chord live Ieatl nonconcunenl wilh any other live loads.
� 6)Refer to girtler(s)for lruss to tmss connectlons.
5)PmviGe mechanical wnnectian(by others)of Iruss fo bearing plale wpable ot withstantling 100 Ib uplitt at joinf(s)15 except Qt=1b)
9-116.
6)This Wss is aesignetl in accordance wilh ihe 20061ntemaliona!Resitlential Cotle seclions R502.11.1�anG R802.102 antl alerenced ��'i tuu�p �
stantlard AN51/TPI L tki 3 �i�� �ft p
7) SemLngiG pilchbreaks inGutling heels"Member enE fxiry motlel was usetl in Ihe anatysis antl tlesign o(ihis iruss. t t�� t ,f. °...
8)Graphicai purlin representation tloes not depict the size or Ihe wientation olthe putlin along the top ana/or-0otlom chord. .,x qb� �.4,�T�'� -t�,;'j.
�' i�`�. nm ....
LOAD CASE(S) Slantlartl y,t(' .��" � `� �}..;."
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IRSIM1 IBC'FN51/lPftl� BCSIi � ry5b �5 U/ 6C9(B�N BCmponenl5aletyMb tbn) I�I lo SBCA � � .pu�iJ Iry. eMenyrela�etlns�allalon'nfoimalion ENG/NEER/NGuc
. s�ppleenl�ejo05�epdckaBe.T�e1 USgnei.orlms0esgney^eer(also0e�neOesaspe[aXy¢ngnee�)iSNOTI�eBUIOngOesgnerolfneOinMing;
Jab Tmss TmssType pty Ply NEtlgewoo0166Yllapeolwesclay
IB�5325d
9U<1Ba)1 Tt) PIBBY��ease 1 1
JORf IPlpp
��..o..�i�, mwn�n.i�ic.irvroue ].130sOC1142o1]MTeklnGUSines.NC.ManJU10]18:df.1]201aPapel
IDSBwJLOgaM_sHFNACZ6051uz_SXO-Wp5m�5ZX0aXTp5mOJttSx9ozdWkFi9qpmtlVhqz_OM
1-4-B 9-00.0 � 15-0-02 40.5-B 2J-2-B
]-4-8 2-iB SS4 5-3-04 � 2-9-0
<x8= 3ab= �SxC-II Scale=1�.6J1
850� 3ra =
5 � 6� �ya � 0
fixfi �i �
a � IN
a
sia �-
� a--s
io
L6�0 Sx12 =0xa=
s ia
a oo �z nxm= � 4
Mt � � �� 6
o b 16 C-
18-02
6x6 % i
t
o � 1
� 11q
15 1< 13 12 11
3xa II Sa4= 12x12 = 9R6 II
3rt=
, ��4-0 I 9"���� I 7P58 33-2-8
]-4-8 2-5-8 10�1-8 2�9-0
Plate Offsets(X Y1' f2-0-&4 0-2-61 f5'0-4-0 0-2-01
LOADING(pst) SPACING 2-0-0 CSI OEFL in (loc) I/tle0 L/tl PLATES GHIP
TCLL 20.0 Plates Increase 1.15 TC 0.52 Vetl�LL) -0.33 11.-12 >82fi 360 MT20 169/123
TC�L 10A Lumberincrease 1.75 BC 0.68 Vert(TL) -0.8911-12 >308 240
BCLI 0.0 Rep Slress Incr Ves WB 0.94 Horz(Ty -0.07 9 n/a nla
BCDL 10.0 Cotle IRC2006/iP12002 (Maldx) Wntl(Ly 0.10 12 >999 240 Weighl'.1471b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No.2 TOP CHORD Siruclural wootl sheathing tlirec�ly applietl or 3-10-9 oc putlins, except
BOTCHORD 2x45PFNO2 endverticals,antl2-0-Oocputlins(541-1maxJ:4-14,5-B. Eicep�:
VJEBS 2x4 SPF-5 Slutl'Except' 3-9-0 ac bradng:24
444�,5426-12,70-72�,4-12:2x4SPFNO2 00TCHORD RigiOCeilingGirecityapplietlor2-2-OOCbracing.
YVEBS 1 Row at midpl 2-02,6-12
REACTIONS (Ib/size) 9=926/0-3-8 (min.Od-8),15=940IMethanical
Max Horz 15=333�LC 6)
Max Upliff9=-104(�C 4),15=-89(LC 4)
FORCES Qb)-Maz.Comp./Max.Ten.-All forces 250 Q�)or less excepl when shown.
TOP CHORD 1-16=-/379/141,24G-4273/155,2-4=-2310/4W,4-5=-731/266,5-e=-550211,
6-7=-921/248.1-15=-864/134
BOT CHORD 14-15=-369/1d1,13-04=-444/1180,1&13=A441148�,7-00=-040/603,9-10=-2311916
WE85 2-12=2170/481.512=425/269.6-12=d79/1]0.1042=-336/832,]-9=42331321.
7-14=-53/1130,4-12=-176/1794
NOTES
1)WnG:ASCE 7-05;90mph;TC�L=6.Opsi;BCDL=6.Opsf,h=25B;Cal.II;Exp 8;enGOSed;M WFRS Qow-rise)gable entl zone antl GC
Eztenor(2)04-12 l0 23-0-12 zone;canlilever IeFl antl nght exposed;entl vertical left exposetl�,C-C for members antl(orces 8 MWFRS
br reactions s�own;W mber DOL=F.6�plale gtlp DOL=1 60
2)Pmvide atlequate aainage lo prevent water pon0ing.
3)This truss has Oeen Gesignetl for a 10.0 psf bottom chortl live loatl nonconcunenl wilh any ot�er live loads.
4)Refer to girtler(s)for iruss to�russ wnnections.
5)Pmvide mechanical connection(by otM1ers)oi truss to beanng plate capable of withslantling 1001b upli(t at joint(s)15 except(j1=1b)
9 104.
6)ihis Iruss is devgnea inaccordance with Ihe 20061ntemational Resitlential Code seclions R502.17 1 and R802.102 antl refereqc¢tl �:= 1t t ���{'
s�antlartlAN51/TPIL .a ��y�� i�
7) Semi-ngitl pitc�Creaks inclutling heels"Member entl(xily model was usetl in t�e analysis�ana tlesign of this truss. .� }`°ri �7 ry.
8)G�aphical putlin representation tloes not Gepict the size or.t�e onentation of t�e putlin alonq ihe tap�an0/or bottom chora. �< � K�ti�7 .�"t^ ib
LOADCASE�S) Stantlartl =::�'t:'"�� �f� �;���FT:
" .*F�-31fi��i222?`i ;
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.+ O.� /taUteh4' <,�;,U�,
d
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'-/it77l11iqit+:�:4'S•
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� wnaNMC a� m epry �'e m c i r nx �eo � iv a as� amr roM �tl ac aC ro .v e
. . . fy g p mN O 4 � niti T ss
D g D g EIM1 DJRI 5� 1� A31<)C¢p ;OIyMTk cl pl� pll� JI 1� 1 J p J 'p10 Iid.Tl� 1 50 - �
q �� w Niuv� ln e a �m ip� � w ..m naean .in a 9 P� � a e m �1 niM E nb Po ��� voen �r� �
��p 9� 10 po pllY �I� Ow 1� Qv 15 Iptlepaa 1� U B N BD p p AN51?PI1 LI I 1 ri1E q 1 � 'tivq I � dUNm oe
a
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AOUA Ip rtn �o q p I�IAyG g Ilp II 1 tl ' ��¢ p 011ly �I� Qv Ih Pv ( N M g Io�NeB N BO g ¢,pg I� IFC tM1 IBC 0 �
AN51?GI t Po g Ig kl r g�Nlrqe g � 011 I M' II q�I�y � I slo 0 4 I ry U 11 I 1 'nlenUO B IG '3 III� I 1 1 dil I��e iu
Sacm ieqnNSinvu,in acsi � �y n i oei acsi�e�uiecomoo�emseK�ymro � > �ani secn i �e e vy, e,we�y,ei�een:iaxero�-morma�m� ENGlNEFX/NGuc
ppl¢JnUe�obslepackaBe.T�el stlasgnerortru OeSgne�pneer�alsotlefnetlezn5pecaXyenqnee�)-SNOTIheBUlting�esqneroll�ebuMmp.
;ob Tmss TrussType Oty Pty wxngewom i55vmegeoiwesc�ay
eiaaies�i rie
vqeroacxease � � IBa5J155
PROBUIL�, MOORESVILLEIN/8158. 2�]psOq1120llMITeklntlu5lri¢S,Inc. MonJU10]16:b:ll]01<Pape1
I�'.sBwJLogaH_sHfNACZ6051uz_SX0=0e8pQa99HJRFKCUAhG9iwy0rg_C�/QN2DGZ OtG
).L-8 I 9-10-0 I 151.4 I 20.58 23-LB
➢-4�8 i�5-B '5312 53-12 1-qp
5x6 - 15x0 II Jx8= Scale=1:51.5
�.a =
B 50 R 5
6 5Zi (� � ISL
`nB I1.5z4 II
a �g
64 0 —
J �"
61 0
1-60 bq�b — 1,5xd II
a.e= �� �
i
exm=a� s�
� s �� a
� �
it
144 2.�
is �+ '� iz n
3x0 II 3� 5xt2 =
Jr6 II
3x1Y =
Jd-B 9-00.a � 20.5_B 23-2�8
]-4-8 � 2-59 10.]8 2 9 0 �
Plale O(tsets IX Y)_�2'.0-7-8 0-3-81 �5:43-8 0-1-021 112'0-5-8 0.2-01
LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/tle0 L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC 0.76 Vert(LL) -033 11-12 >834 360 MT20 1691123
TCDL 10A Wmberincrease 1.15 BC 076 Vert(TL) -0.8911-12 >310 240
BCLL 00 Rep Stress Ina Ves W8 0J2 Horz(TL) -0.06 9 n/a n/a
6CDL 10.0 CodeIRC2006/TPI2002 (Ma�nxJ Wind�LL) 0.1112-16 >999 240� Weigh1:1371b FT=20%
LUMBEH BRACING
TOP CHORD 2x4 SPF No2 TOP CHOR� Slructural wood shealhing tlirectly applietl or 6-0-0 oc putlins, except
BOT CHORD 2x4 SPF No.YExcepP end vetlicals,.ana 2-0-0 oc putlins(2-10-6 max.)'.b2,5-8,4-14.
74L 2xd SPFS�SWtl. Except:
WEBS 2z4 SPFS SWd'ExcepP 6-0-0 oc breting�2�4
144,6-12,10-12:2x45PFNO�.2 BOT.CHORD Rigiticeilingtlirecllyapplietlor10-0-OOCbracing, Except:
2-2-0 oc Oraung:1&74.
REACTIONS �^/E85 i Row at midpt 6-02;Y-5
(Ib/size) 15=940/Mechanical,9=926/0-3-8 (mia 0-1-8)
Max Hoa 15=263(LC fi)
Max UpIif115=-96(LC 4),9=-97(LC 4)
FOHCES Qb)-Max.Comp.IMax.Ten.-A�I forces 2W(Ib)or less excep�when shown.
TOP CHORD 145=-863/148,146=-1984/270,2-16=-0984270,5-6=-676/20fi,6-]=-894/205,
7-8=-888/196,8-9=-BBOI202,2-14=-fi32/110,2J=786/315
BOT CHORD 14-15=-297I81,13-14=-538/1898,12-13=-538/1898
WEBS 1-1A=-242I2009,�542=-051/7320,6-02=-409/168,1042=-305/994,8-10=265A195,
2-5=-1635/107,2-12=-1764/468
NOTES
1)W�ntl:ASGE 1-05;90mph;TCDL=6.OpsY B Wl=6.OpsF h=25fl:Cal II;Ezp 6;enGOSed;MVJFRSQow-nse)ga�le end zone antl GC
Exlenor(2)0-1-12(0 23-0-12 zone;cantilever lel�antl nghl ezpose0';entl vetliral lefl exposeQGC for members antl forces 8 hIWFRS
tor reactions shown�,Lumber�OL=1.60 plate gnp DOL=1.60
2)Pmvitle atlequate tlrainage.to prevenl water pontling.
3)This Iruss has been designetl for a 10.0 psf bollom chortl live loatl nonconcurrenl with any other live loads.
d)Re(er to girtler(s)for truss lo imss conneclions �
5)PmviEe mechanical connection(by olhers)o(truss lo beanng plate capable of wit�slanding 1001b uplifl al joinqs)15,9. ?u �+ �t�
, 6)This W ss is tlesignetl in accortlance wilh�he 20061ntemalional Residential Code seclians R502.11.1 antl R802.102 antl relerenceG ` 1x, ��y�-ay,� �Of`
s�andara ANSIRPI L +, 1 �� �
]) Semi-ngitl pilch�reaks inciutling heels"Member entl fxily motlel was usetl in ihe analysis antl design of ihis Iruss, ..* s�,i , ��4,�T$hi •."�j�'`,.
e)Graphical putlin represenlation tloes not tlepict Ihe size or the onentation o�the putlin along the lop andlor bollom chorQ i�,_`�;.� ��':{��%:.
LOADCASE(5) Stantlartl .'p,� 6`EP11f7i�^2J �:
'. a —
-,4,�y- 6FA i E'J� '2'�..
:.ti ,4
�.'� �?�'S1n YP �,y�t :,
�, �:. Y'�.� .�..
F,,1F `'1�1 AL��''ytv��;�
-t�Ritll�ttk':;:'��
July 8,2014
A wnarvirvc pi m a��y - ' m c � � ak iap ' l ia e asi a er i u i i ecmn i .vnryo p o n e a � m' r ss
o y o 'g ain o�a�e n sn i� .oaiyeei oiyMrk d vi� nnee� ai m i e q a -q� ce iq.m' i e y a ��a ies �
pl lep pllvf IM1 tl 9 �I� �I I p� IOyitM� '.TM1 0 8 P� ,bd�q dn 'IeItY � ft�' . pp ..11 n Ir �
b IO�g'. 1� po OItY It� Ow tM1 pn (-N� N B � 1� B I� B� '9 PC PNSVLPIL LI I V IJ g lo � � IMVi] I b OUinNm be
/ am0�e5 � king ly MI G N g 1 UI�yE B A44� 1� po ry 1 'nVd g I� �0� � 1 LI'lyrl p�pco 1 tl " 1� spa blAy I�� tms � lelle�.
AUtlI Ipemu IEIN B ��IpyO y II� � II I d 1� e 0 �'lly 11� Ow �p px � I�oriMagerilor��e8 p B� 9 p r��elRql�eIBCaM
ANSIrtPIt.Po g Ig 0 � ereg N'gd g � p I�In �0@a(� p�IAy I I, lo p 0 I ry; a n IelemlreslranlanJ4' I� ' v
IRC.1� IBC.ANSIRPII 1� BC51 �ry M1 � a/ BC51(B d B� W IS Ilyl f alon � 9 9, nSUII�M1elalesletlAlono/IOe
�woreammeioe:iepa�xaae.maw::ae:g�eronN:�ae: � la�a�awenomsaeaai.«.�.:o'm�:�rv.=oma�aa�rrem�ee�nanaio��m,ma�o� ENGINEER/NG![c
y���y�ee��eiso aernee as a spe�,ny ene��ee��rvor me euua�nq oes��e�oi me ommiiq.
Job Tmss TrvssType ply ply y.Mpewooe 168Y�iagea�wes�C�ay
B1��164]1 T19 P9BYbackBe58 � � I&53356
0.H
YROtll11L0. MV�RESVILLEIN<8158 ).43050c11�1013MRekIn4u51nes.Inc.MOnJUIWiB<d]3101� Peget
ID58wJLOgaH_sHFNHCZ6051ux_SXO- �e8ppa99ttJRPKCsaAhG9ivjOtp_By_�ON2�Gz OtG
0�6.P ]-a-B � 940-0 I 1S4t2 I 20.5-8 I 232-8
OE-0 fi-00.8 1-5-8 53-01 53-02 b9�0 �
5"b ° 3rt= 1.Sx0 II Swle=1:61.3
B5� 14 3R0 = .
5 6� 1 9
9x10 = � �—L�'
axe II
3x8�— � 4� fi-10 � ��
� 5
1: pI0
I6 I 6�y1/} I 5R12= �xa=
� `� ]tlt
ai si
i iz
�- i.
b 35 f l
15 li �� 14 H
3x4 II �y5 - Sxtd = ]t6 II
3a4 =
� �-a-e �_sio-o I aa-s-e za.z,a
]<-0 3_5-8 104-9 . p 9-—�
Pla�e O/fsets(X.V): 12:0-7-8 0-5-0I I5:0-4-0 D-2-01
LOAOING(psf) SPACING 2-0-0 C51 �EFL in (loc) I/tlefl Va PLATES GRIP
TCLL 20.0 Plafesincrease 1.75 TC 078 Vert(LL) -0.31 11-12 >893 360 MT20 169/123
TCDL 10.0 Lumberinuease 1.15 BC 0.63 Verl(Ty -O.BON-12 �344 240
BCLL 0.0 Rep Slress Incr Ves WB 078 Horz(TL) -0.01 9 n/a n/a
BCOL 10.0 Cotle IRC2006/iP12002 (Ma�nx) Wntl(LL) 0.05 12 >999 240 Weigh�:1481b FT=20h
LUMBER BRACING
TOP CHOR� 2x4 SPF No2 TOP CHOR� Siruciurat wootl snea��ing tlireciry applieG or 6-0-0 oc purlins, excepl
BOT CH�RO 2*4 SPF No2 entl verticals,anG 2-0-�oc putlins(5-1-1C max.):1-2,4-i4,5-8. �
VJEBS 2x4 SPF-S Slutl'ExcepP Ex�yP�.
1-74,5-12,6-12,10-12:2x4 SPP No2 6-0-0 oc�racing 2-4
BOT CHORD Rigitl ceiiing tlireclly applied or 10-0-0 oc bracing.
VvEBS 1Rowalmidp� 642,1-05
REACTIONS (Ib/size) 9=926/0-3-8 (min.0-0-8),15=940/Mechaniral
Max Horz 15=110(LC 6)
Max.Uplift9=-98(LG 4),75=-94(LC 4)
FORCES Qb)-Max.Comp IMax.Ten.-All forces 250(Ib)or less excepl when shown.
TOP CHORD 146=-837/98,2-06=-845/94,2-04=-659I723,2-4=-134/252,5-6=-569/173,
6-7=-922211.1-0 5=-869/148
BOT CHORD 13-14=295/818,1 2-03=-2 9518 1 8,7-10=40fi/601,9-70=-201/917
VVEBS 1-14=-030I7077,2-5=4111l107,2-12=-680/318,5-72=-122/693,6-12=-065/170,
10-02=-286/940,7-9=4234272
NOTES
7)NAnd:ASCE 7-OSj 90mph',TCDL=6.Opsf;BW L=6 Opsf h=25B;Ca�.II;�Exp B;enGOSed;MVJFRS Qow-nse)gable end zone and GC
Ezlenor(2)0.1-12 to 23-0-12 zone;cantilever lef�antl nqht exposed:GC for members antl forces 8 MVJFRS for reaclions shown;
Lumber DOL=1.60 plale grip DOL=1 60 � �
2)Pmviae atlequate drainage to prevenl wa�er ponding.
3)This Imss has been designetl ror a 10.0 pst botlom chortl live loatl nonconcurrenl wi��any other live loads.
4)Refer to girtleqs)for truss lo iruss wnnedions.
5)Pmvitle mechaniwl connection(by others)o/truss to beanng pla�e capable of withstanaing 1001�uplift atjoinl(s)9,15. ,
6)This Wss�is designea in�accordance w'ith the 20061ntemational Resitlenlial Code sections R5�2.11.1 antl RB02-10 2 antl referencetl �y 5 s'. i � � tf j
s�antlartlANSlrfPll. zt4±ar��� ,.
])"Semi-ngitl pitcltbreaks inclutling heels"Member end(xity motlel was usetl in ihe analysis and tlesign of ihis W ss. �, . `.} �
B)Grapfiical putlin represen�ation tices not tlepict the size or ihe onentation of ihe putlin alang Ihe top antl/or bottom chord. � �?�'. "�1 7{c �r;x^-
k ��' +if"y, �^;�`+`
LOAD CHSE�S) Slantlard �w �C �":.°$>�'.;
: PF.-11L7i222fi �;
=: . _ S` �
, ..,�» ,
"za : wTA�S£JS` �r2's
�.� w
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D ry� O 'g ndtM1 DJRI Sn 1� '031�)G¢! OIyMTk tl v�� hIIEe JI Ip t tl q-0 �B� � IN TM1 1 0 64 �'4 is �
pt t � Ulryl 1� 0 g II� 8�lrv po IU 0��� m U g pl I e B UH : 1 oIIY � It� -po Iro YP n� I B .
E�Itl g' 1� po �IIY II� Ox 1� qr �( u�p ¢p B � 1� 8 p 0� 9 p ANSIRPI L L� I 1 I4 q t � 'dM 1 0 J M1 N pe s
I comqes � hlVp ly II p YJ g 1 b1�yE g Natl� � 11 y ry 1 �Vtl g I� "B� � 1 UIM4 '9 � � �� W '�IXy II� � ' slallec
AO4A nalperm ¢IL N g 1 011yb rq 1�� �e II I d IM1 e p Olily IIM1 Ow IM1 Qv ! vl� ' J g 1 �M1 B b 0� 9 pe�� IRL IM1 IBC n0
ANSI?PII. Fo g neelgu�encerepxNn84e5g^�espo sbl�es,fa0ntalo quelXywnlrolsloage,a¢IVery,eretll I I alreslranlanEOUganal�reCng,consulll�elel¢sleellonollfre �+
iac,meiac.nrvsirrvn.m�acsis�mmarvsneeme�aiorecs�e��m��comoo�emsare�ri��o�siw��a�e�mmeo-omsecnai...«�e��a�r�y.<oma�aa�yreia�mms�ane�m����ro��m� ENGINEER/NGctc
suoo��ea m me joosne oa�kzge.me wss ecsgner or wss aesqn e�gmeer(e�so eernea as e specleny e�pmec,)is Hor me euimme oesqner o�mc euoamq.
Job Truss TmssType Ory Ply vupoa�oon�tseViiiapemwes�Ciay
61<�16�]1 120 Pg9YbacMBase � ��
1845JP5]
JbRi I
rrt�eviw, mwntJVILLtIN�fi158 ]�3050q11301]MiTekln0u51nes,Inc.MonJUIWifi14'.1�20flPaBa1
I DsBwJLOgaH_sHFNAa6051uz_S%0-SC CXOmamvBnA2 PvP0lhwoMPCBa04jgl]t36bliz_OIF
9-49 I 8-94 �-00.0 15-14I �_20-5-8 � 21Y�
3-9-8 4-11-9 1-0-04 5312 5-Y12 2-9-0
dx<- 1Sa1 II 3x9 - SCdIB=1'.104
BSO 13 axB= Sr586_ � 5� 6 ]
—�
/ rsr
)-
Jx6 G � F9 �
f �
9II 1.Se< �I
51 Ibxt6 =
���/3 ai
• j� Fy' 911 �
b 2� /
�� 14 1
12� 10.
ia ia �� ii io
iava II axa= �'s-a.io = a=s II
3-9-9 8-9-2 ��t0=Q 20�e i3-2-8
� 3-9-9 � i-11A .1-0.1A 10.)-8�2-9.0
Plale Offsets(X Y1: f2:0-4-0 0-1-71 !4'0-4-4 0-2-4�,d1:OJ�-8 0-2-�7 -
LOADING(ps� SPACING 2-0-0 C51 DEFL in (loc) I/de� L/d PLATES GRIV
TCLL 20.0 Pla�es Increase 1.75 TC 029 Vetl(LL) -0.32 10.N .>848 360 MT20 169/123
TCD� 70A �umber Increase 7.75 BC 0.59 Vetl(TL) -0.83 10-11 >332 240
BCLL 0.0 Rep Slress Incr Ves VvH 0.65 Horz(TL) 003 8 n/a n/a
BCDL 10.0 CodeIRC2006/TPI2002 (Matnx) Wntl(LL) 0.02 11 >999 240 Weight:1751b FT=20%
WMBER BRACING
TOP CHOR� 2z4 SPF No.YExcepP TOP CHORD Sirupurai wootl sheathing tlireclly applietl or 6-0-0 oc putlins, excepl
3-4:2x6 SPF No2 end vetlicals,and 2-0-0 oc putlins(6-0-0 max.)'.2-3,4-7.
BOT CHORD 2x4 SPF No2 BOT CHORD Rigitl ceiling direclly applied or 10-0-0 oc bracing.
VJEBS 2x4 SPF NaYExcepP WEBS 1 Row al mitlpt 2-13,3-13,34 t,5-01,9-11,1-14
7-8,5-9,7-9,1-04:2x4 SPFS S�ud
REACTIONS (Ib/size) 8=917/0-3-e (min.04-B).14=91]/Meclianiwl
Max Hoa 14=104(LC 6)
Max UplitlB=-109(LC 4)
FORGES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less excepf when shown.
TOP CHORD L2=-362/55,2$=4fi8/74,3-4=-620/87,4-5=-473I80,5-6=-884/143,6-7=-877/132,
7-8=-871/142.144=-881/53
BOTCHORD 12-13=-95/482,11-12=-95/482
WEBS 343=-495/58,5-11=-485/166,9-11=-082/877,7-9=-180/1180,1-03=-35/G59
NOTES
1)Wmtl:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=fi.Opsf h=25R;Cat.II;Exp B;enGOSeQ MWFftS(low-nse)gable entl zone and GC
Eutenoq2)zone;canlilever lefi and ng��exposed;C-G Por mem�ers anA forces 8 MWFRS for reaciions shown�Lumber DOL=1.60 plate
gnp DOL=1.80 �
2)Pmvitle atlequafe d2inage to prevenl wa�er pontling.
3)This�mss has been Oesignetl(or a 10.0 psf boftom chortl live loaa nonconcurrent wi�h any olher live loads.
4)Refer�o girtler(s)for Uuss to W ss wnnections.
5)Pmvitle mechanical conneclion(by others)of iruss�o beanng pla�e capable of wit�standing 100 Ib upli(t a�joint(s)ezcepl(jt=1b)8=109.
6)This Imss is designetl in accoraance wilh�he 2006 Intemalional Resitlenfial Code sections R502.11.1 antl R802.102 and referencetl
slantlarOANSI/TPI L ,�p. llF f t�
7) Semi-rigitl pitchEreaks inclutling heels"Member end fxiry model was usetl in ihe anatysis anB design o(ihis Vuss. ��° y-F ' ty
8)Graphical putlin represenlation tloes nol depict�he size or Ihe onenlation olihe putlin along the top andror bottom chord. X �3�_� �Fi �,.�"���,
�
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�� 8 50 12
3xd II
�b3-0 _]-1-1 I 1Yk10 � 1&0.8 I �22- 10 � 266-13� 3a11-11 � <3-4-8 �
330 3-004 4-01-9 54144 <-00.B ' 3-]q3 8-0-13 B�4-t3
PIa�eORSels(X,Y): 173'.0-3-80-2-01 f1T0-5-d0-3-01 118�0-fi-80-5-0I
LOAOING(psp SPACING 2-0-0 CSI DEFL in poc) 1/de0 L/tl PLATES GRIP
TCLL 20.0 Plateslncrease 1.15 TC 0.90 Veh(LL) -04217-18 >999 360 MT20 169A23
iCDL 10A Lumbeilncrease 1.15 BG 072 Vert�TL) 40fi1�-18 >486 240
BCLL 0.0 Rep Stress Incr Ves VJB 1.00 Hoa(TL2 0 61 12 nla nla
6CDL 10.0 Gotle1RC2006RP12002 (Matrix) WnG(LL) 0.3217-18 >999 240 WeighC2401b FT=20%
LIIMBER BRACING
TOP CHOR� 2x4 SPF No2'ExcepP TOP CHORD Sirud�ral wootl sheathing directly applietl or 2-412 oc putlins, except
4-6,6-8:2x6 SPF No2,B-10'2x4 SP No.1 entl vetlicals,an0 2-0-0 oc putlins(2-2-0 maz.):3-0,8-01.
60TCHORD 2x45PFNo2 BOTCHORD Rigidceilingairedlyappiietlor10.0-Oocbracing, Except:
VJEBS 2x45PF-SStud'ExcepC 9-04ocDradng:22-23
1-22;18-20,6-17,15-17,9-15,11-03:2x4 SPF No2 2-2-0 oc breung:21-22.
VvEBS 1 Row a1 midpt 1142,5-07,8-15,9-13
REACTIONS (Ib/size) 23=1�23I03-8 (mia 0-2-0),12=1723/Mechanical
Max Horz 23=32d(LC 5)
Maz Uplift23=-72(LC 6),12=-113(LC 5)
FORCES Qb)-Max.Comp/Max.Ten.-AO forces 250(Ib)or less excepl when shown.
TOP CHORD i-23=-1705/200,1-2=-4434/4fi5,2-3=-3120/298;7-4=-3724/351,4-5=-3813/3d7,
5-6=-2411297,fi-7=-3387/448,]-8=-3579/357,8-9=-2967/314,9-10=2033/249,
10-01=-2�33/249,71-12=-1657/796
BOTCHORD 22-23=-405/304,2L22=-490/34fi1,20-21=-2351252],5-08=88/1843,1748=-123/3023,
14-15=448I2033,13-14=-148/2033
WEBS 1-22=-343/3620,2-22=-239(1010,2-21=-993I280,3-21=-57/491,3-20=-105/1557,
420=-22801243,18-20=-290/3997,418=-824/156,5-77=-1627I206,6-17=365/3068,
1517=489/3416,8-07=-383/124,845=-2189/221,9-15=-80/1750,943=-0265/234,
fi-13=-216/2476
NOTES
1)Unbalancetl mof Irve loatls have been consitlered forthis design.
2)Wind:ASCE 7 O5,90mph;TCDL-6.Ops(;BCDL 6.Opsf h 25H;Cal II Exp B,endosetl;MVJFRS(low-nse)gable end zone ane GC
Ezlenor(2)mne cantilever left antl nghl exposetl end verticai nght exposetl�C-0 for members and forces 8 MVJFRS�or reaclbns
showq Lumber DOL=7.60 plele gdp DOL=L80 j i:� 3Y7 1 g�ri
3)Pmvide atlequate tlrainage lo prevent waler ponding �i� 1:
4)This Iruss has been tlesigneE for a 10.0 psfbottom chorG live loae nonconcunent wilh any ather live loatls. .,.g 4 't'F ��i 7� ik
5)Re(ar lo girtler(s)for Imss lo Iruss wnnectlons. � � zrF r�{�4 F � �}i%..�
6)Beanng al joint(s)23 wnsiders parallel to grain value using AN51(TPI 1 angle to 9rain tommla. Builtling tlesignei should venry capacily ,� � �.� F{j e,�,�'�M
o�beanng surtace. � }.�, � � Z� *
7)Pmvide mechanical connedion(by others)ot truss to beanng plate rapable of withslanding 1001b uplitl at joinl(s)23 except(jt=1b) �
12=173.
n ......`x.. ' a �
e)This Iruss is tlesignetl in accordance wilh the 20061nlernational Resitlentiai Cotle sections R502.11.1 anA R802.102 antl referencetl ^9 „ $'f'fi��')F �'jL` w
slantlar0AN51/TPI1. .} .�
9)"Semi-ngiG pitchbreaks induaing heels"MemDer entl fixily model was usetl in t�e analysis antl tlesign of tM1is Wss. .r��'.r�4flCn¢1A z�s`�' 4+
10)Graphical purl'm representation tloes no�tlepict tM1e size or ihe onenlation of ihe putlin along ihe top anGlor bottom chortl. � �' _?„ �����
�.ir `",�t:7 �k�c l,.it.
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July 8,2014
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3J-0 ]-1-00 � 4-H-9 2-&5 I-8-4 Y-2-4 G116 69-0 6-91
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1�Y — 1IaII � 10. f�b_ I�
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21 ]0 19 19 15 �d 13 1P it Irv
6z10 ° px5 = 6xtfi = 2xa II 3z< II 6x16 - SiB = 3z< II
3�G =
�� 8 54 11
J�a II
�13-0 ]0.0-10 15-0-3 �i_aO:B { 1i-11_Q � }9-t0-6 � 36.94 I 4]-4-8_�
SJ-0 )4-00 4y11-B I-8-5 <-10-8 8-01-6 69-1 6-9-0
PlaleORSetsIXVF 19'0-3-80-2-01 �12:0380-2-81 f16:0-5-O.Etloel�77:0-e-00-5-01
LOADING(psf) SPACIN6 2-0-0 CSI OEFL in Qoc) I/tlefi Utl PLATES GRIP
TCLL 20.0 Plateslncrease 1.15 TC 0.93 Vert(LL) -0.48i6-77 >999 3fi0 MT20 169/123
TCDL 10� Wmberinuease 1.15 BC 0.80 Vert(TL) -12216-1] >425 240
BGLL 0.0 Rep Siress Incr Yes VvB 0.93 Horz(Ty 0.71 11 n/a n/a
BCDL 10A CotleIRC2006/TPI2002 (Matnx) WnG(LL) 0.361&77 >999 240 WeighC23]Ib Fi=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2'Excep�' TOP CHORD SirucWrai wootl sheathing tlireclly applied or 2-2-0 oc pudins, excepl
4-6,6-8:2x6 SPF No2 entl verticals,antl 2-0-0 oc putlins(22-0 maxJ:3-4,&10.
BOT CHORD 2x4 SPF No2 BOT CHORD Rigitl ceiling direc0y applieC or 10-0-0 oc bracing, Excepf.
WEBS 2x4 SPF-S Slutl'ExcepP 9-9-17 oc�racing:21-22
1-21,17-19,6-16,9-13,1042:2x4 SPF No2,13-16:2x4 SP No.i 2-2-0 oc bracing'.20-21.
WEBS 1 Row al mitlpt T-2Q 5-16,8-16
2Rowsall/3pts 9-19
REAGTIONS (Ib/size) 22=1723/03-8 (min.0-2-0),11=1723ttviechanical
Max Hoa 22=296(LC 5)
Mex Uplifl22=-74(LC 6),11=92(LC 7)
FOftCES Qb)-Max.Comp/Max.Ten.-All torces 250(Ib)or less except when s�own.
TOP CHORD 1-22=-0695/i]9,i-2=-4566/489,2-3=2757/261,3-4=26801299,d-5=-3813/360,
5-6=-2390/284,6-7=-3483/443,7-8=-3624/327,8-9=-4364I381,9-10=-2760/274,
10-11=-0661I180
BOTCHORD 21-22=-3fi0/301,20-21=502/3591,19-20=-f3ll2154,5-07=-142/2085,16-1�=-92/3028,
12-73=486/2760
WEBS L21=-391/3792,�2-21=-063/1082,2-20=-0459/390,3-20=0/505,3d9=-61/869,
4-19=2915/202,17-09=d68/3531.4-17=0/504,5-16=7606/174,6-06=392/3149,
13-16=-379/4569,�8-16=4635/21],843=2074/235;9-03=-122/782'!,9-12=-0353/209,
1412=259I3109
NOTES
1)Unbalance0 roof live foatls have been consitlerealor�his design.
2)VNnG:ASCE]05;90mph;TCOL-6.Opsf;BWL-6.Opsf,h=25X:CaL.11;Exp B;enGOSetl�,MVVFRS(low-nse)gable ena mne antl GC
Extenar(2)zone;cantilever lefi and nght exposed;entl vetlicai nght exposeQGC for members antl forces&MWFRS(or reactions �.4'aP M �r�
sM1Own;Lumber DOl=1.B0 plate BhP DOL=1 60 25, � F �y� ,�
3)Provitle adequa�e tlrainage�o prevenf wa�er pantling. $4k� \'��; 71�, *
4)This iruss has been designeG for a 1�.0 psi boftom c�ortlJive load nonwncurtent wilh any other live IoaCS. �c- ,�7 `"t y�;;r
5)Reter lo glrtler(s)for truss lo imss conneclions. ��T�y'rr} ""���y,.�'"
6)Beanng at joint(s)22'wnsiders parallel lo grain value using ANSI/TPI.1 angle lo grain formula: Bui�tling designer shoultl venry capacity y�..7 t1S i 2li2f} �
of beanng surtaw.
7)PmviGe mechanical wnnection(by others)ot Imss to�eanng plate capable of withstantling 1001b upiift atjoint(s�22,1 L . i � ?
8)This Iruss is designeG in accortlance with the 20061ntemational Residential Cotle sections R502.11.7 antl R802.702 andreferencetl .�_� ���
stantlartlAN51/TPI1. ,. ,�y ; �����`�+" �' k' �
✓ ,?✓ x
9)'Semi-ngid pitchbreaks inclutling heels"Member end(zily model was usetl in ihe anaiysis and tlesign o(this truss. �� f�?X�qt3#` ^'�j?.,,+
10i Graphical pudin represenlation does not Cepiq�he size or the onentalion ol lhe putlin along the top andbr bollom chord. � ` 3 � ��
pyJy `"•J�t aX ti•,t� iti��"
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. . July 8,2014
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J30� 13-82 20:&ty 2&0_
�=---� � 0 � 354-0
33_0 10.SJ LO-9� 1-3-4 )1 0
Plale Oflsels IX V):_�10:0-8-0 0-0-41
LOADING(ps/) SPACING 2-0-0 CSI DEF� in (loc) 1/deB L/tl PLATES GRIP
TCLL 20.0 Plateslncrease 1.15 TC 0.42 Verl(LL) -0.361Si6 �>999 360 MT20 169/123
TCDL 10.0 WmberincBase 1�.15 BC 0.68 �Vetl(TL) -0021616 >410 240
BCLL 0.0 Rep Slress Ina Yes WB 079 Horz(TL) 0.33 10 nla nla
BCDL 10.0 Code IRC2006/rP12002 (Malnx) Wntl(Ly 0.141546 >999 240 WeighP.1691� FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2'Excepl' TOP CHORD Slruclurel wootl shealhing tlirectly applied or 2-7-4 oc pudins, except
6-L 2x6 SPF No2 entl vetliwls,antl 2-0-0 oc putlins(4-&13 maxJ'5-6.
BOT CHORD 2x4 SPF No 2 BOT CHORD Rigitl ceiling tlirectly applietl or 10-0-0 oc bracing, Excepf
WEBS 2x45PFNO.2'Excepl' 2-2-OOCbracinq:l315.
1-11,2-16,446445,9-12:2x45PFS5Wtl VJEBS iROwalmitlpl 6-05,6-13,9-13
REACTIONS (IOlsize) 17=1388/4-3-8 (min.0-1-10),10=1517/0.3-8 (min.0.2-6)
Max Horz 77=-279(LC 4)
Max Upfiftl7=-71(LC 6),10=404(LC l)
FOftGES (I�)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown.
TOPCHORD 7-17=-1391/155,1-2=-3449/32Q2-3=-3426/419,3-4=-3288/439,4-5=-1]54/211,
5-6=-134820],6-7=-1438/243,7-8=4423/217,8-9=4562l173,9-10=-2065/155
BOTCHORD 16-1]=307/353,15-16=748/1747,14-75=011397,73-14=0/7391,1243=0/1576,
70-12=0/157fi
WEBS 1-16=-209/2794.4-06=d51(1436,4-15=-540/207,545=-20/657,6-13=-978/192,
743=-762/1363,9-13=517/150,9-72=0/315
NOTES
1)Unbalan<ed mo/live loatls have been consideretl�or Ihis design.
2)Wnd:ASCE l-05:90mph;TCDL=6 Opsf:BC�L=6 Ops(;h=25fl',CaL II;Exp B;enGOSed;MVVFRS(low-nse)gable entl zone antl GC
Extenor(2)zone;cantilever lefl and ngh�exposeC;entl venical letl ana righ�enposetl;FC for members and fomes 8 MVVFRS for
reactions shown;W mber DOL=1.60 plate 9np�OL=7.60 �
3)Pmvitle adequate Ordinage lo prevenl water pontling.
4)This truss has been tlesignetl(or a 70.0 ps�botlom chord live IoaG nonconcurtent with any other live IoaGS.
5)Bearing at joint(s)17 consitlers paraliel lo.grain value usinq ANSI/rPl t:angle to grain formula, Builtling designer shoultl venfy capacity 1% ��« lr1 �
ol beatlng surtace. � yXV r�,� F{ .
6)ProvAe mechanical conneclion(by olhers)a/Wss to beanng plale capable of wilhs�antling 1001b upii�al join�(s)17 except(j�=1b) t �� �� t ��tp rf/r.
t0=104. y q� � .+y1aTt� "�i'�-!,i
7)This Vuss is tlesigned in accoMance wilh ihe 2006 lnlemaliona:Residential Cotle seclions R502.11.1 antl R802.10.2 and referencetl „� �.�,<<.% �'/'j�f�'�l
standardANSI/TPI1. = p�=1�Qr222� =
B)"Semi-ngitl pilchbreaks including heels"Mem�er entl fixiry motlel was usetl in Ihe analysis anE aesign of ihis Wss.
9)Graphical putlin represen�ation does nol depict the size or the wientalion of Ihe putlin along Ihe top ana/or bollom chord � -�
� ���� ��� ��•� �
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i J"3_0 � 13.9-3 � 20-8_12' I 2&0-0 � JS1.0
J-3-0 10-6-C 6-01-8 ]-3-4 1-0-0
Flate OHSeIS IX v)�. I10:0-8-0 0-0"41
LOADING(pst) $PAQNG 2-0-0 CSI DEFL in (loc) I/de0 L/0 PLATES GRIP
TCLL 20.0 Plaleslncrease 1.75 TC 0.42 Vert(LL) -0371516 �999 360 MT20 169H23
TC�L 10.0 �umber�ncrease 1.15 BC 0.69 VeM1(TL) -1051546 >398 240 �-
BCLL 0.0 Rep Siress Incr Ves WB 079 Horz(TL) 0.33 10 Na n/a
BCDL 10.0 CodeIRC2006/TPI2002 (Matnx) Wind�L�) 0.141576 >999 440 Weigh1:1701b FT=20%
LUMBER BRACING
TOP CHORD 2xd SPF No2•ExcepP TpP CHORD Struclural wootl shealhing tlirectly applietl or 2-7-2 oc pudins, except
6-7:2x6 SPF�NO2 ena verticals,antl 2-0-0 oc pudins(4-8-15 max.):5-6.
BOT CHORD 2z4 SPFNO2 BOT CHORD Rigitl ceiling Gireclly applietl or 10-0-0 oc bracing, Except�
N'EBS 2x4 SPF No2•Excepl' 2-2-0 oc bradng:13-15.
f-17,2-16,4-164-15,9-02:2z45PP-S�Slutl WEBS 1ROwatmidpt 6-05,&13,943
REACTIONS Qb/size� 1]=1388I0-3-8 (min.0-1-10),10=1511/03-8 (min.a-2-6)
Max Horz 17=-279(LC 4)
Max Uplift 17=71(LC 6), 10=-904(LC 7)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when�shown.
TOP CHORO 147=-7391/155,1-2=-3451/324,1-3=-3428/419,3-0=-32881439,4-5=4747/211,
5-6=-1342/20],6-]=d435/244,7-8=-1423/218,8-9=-1561/173,9-10=-2065/155
BOTCHORD i6-17=-307/353,15-76=-1A]/i142,14-05=0/7380,7344=0I1380,12-13=0/1576.
10-12=0I1576
WEBS 146=-208/2796,4-16=-251/1443,4-15=-547/209,5-05=-20/651,fi-13=-979/192,
743=-063/1364,9-13=-517/150,9-12=0/316
NOTES
1)Unbalancetl mof live loatls have been considereG for ihis tlesign.
2)NAntl:ASCE]-05;90mph',TC�L=6 Opst BCOL=6.Opsf;h=25fl',CaL il;Ezp B;enGOSed;MWFRS Qow-nse)ga�le entl zone antl C-G
Enetlor(2)zone;canlileyer left and nght exposeG;entl vetlical left antl nghl exposeQPC for members antl forces 8 MWFRS for
reac�ions shown;Wmber DOL=1.60 pla�e gnp�OL=1.60
3)Provitle atlequale Gainage to prevenl watei pontling.
4J This truss has�een tlesigned for a 100 psf boBOm chortl live Ioatl nonconcarrenl wilh any olher Iive loads.
5)9earing a11oiN(s)i l consitlers parallei to grain value using AN51/iPl 1 angle�o grain formula. Builtling tlesigner should venry cypacily q4y 4'. ��at t�pr
of beanng surface. -
6�Provitle mecfianical connedion(by others)o(imss to�eanng plale capaGle of withstantling 1001b uplifl at joinqs)1�except Qt=16) �. � ������� b,��r'`���
�
10=704. r
� This Vuss is tlesi nea i ryS+�' - Gy4�al'E'n'j �.%`.!
) g n accortlance with the 20061nternational Residential Cotle seclions R502.11.1 antl R802.102 antl relerenwd �`i%.�%� S'.us,?� %`
stantlartlANSI/TPI1. �� .�p .�
8)"Semi-ngitl pitchbreaks inclutling heels"Member entl fixiry motlei was useG in Ihe analysis antl design o/this W ss. ����1����"��� j
9)Graphical pudin representalion tloes not depict Ihe size or Ihe onenialion ot Ihe putlin along lhe top antl/or boltom chortl. ^ *. ,� ; a �4
LOADCASE(5) S�anOarG �`; �!'`t���', �:�{.'
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PlateORSet§(XY): 19'.0-2-720-2-01 f10'0-1-10-1-81.111:0-5-Oa2_12�
LOADING(psQ SPACING 2-0-0 C51 DEFL in (loc) I/defl L/0 PLATES GRIP
TCLL 20.0 Plateslncrease 1.75 TC 0.59 Vert(LL) -02811-02 �>999 3fi0 MT20 189/123
TCOL 1Q0 Wmberincrease 1.15 BC 0.93 Verl(TL) -074 N-12 >595 240 'MTiBH 197/144
BCLL 00 Rep Siress Incr Ves VvB 0J9 Horz(TL) O.BS 10 n/a n/a
BCDL 10.0 CoGe IRC2006/TPI2002 (Matnx) Wmtl(LL) 020 1142 �>999 240 Wei9hC 7781b FT=�20%
ll1MBER BRACING
TOP CHORD 2x4 SPF No2'ExcepP TOP CHORD Sirudural wooG sheathing tlirectly applied or 2-2-0 oc purlins, ezcepl
4-5:2x6 SPF No2 entl vetlicals,and 2-0-0 oc putlins(340-4 max.):3-0.
BOT CHORD 2x4SPF No2 BOT CHORD Rigitl ceiiing directty applieC or 10-0-�oc bracing, Except
WEBS 2x4SPF-SStutl'Except' 22-OOCbreang:1677,11-12.
1-17,5-13]-13,8-01:2x4 SPF No2,9-1 L 2x4 SP No.1 WEBS 1 Row at mitlpl 2-16,4-13,7-13,8-72
REACTIONS (Ib/size) 18=7475/0-3-8 (min.0-1-1]),10=1475/0.3-8 (mia0-1-01)
Max Hoa 18=-284(LC 4)
Max UpIif178-74(LC e),10=-53(LC 7)
FORCES (Ib)-Max.Comp./Max.Tea-All forces 250(Ib)or less excep�when shown.
TOP CHORO 1de=4446/135,b2=-3897/374,2-3=2261/192,3-4=-20751229,4-5=4]15/233,
5-6=4647/228„6-]=-1781/184,7-8=-2555/199,8-9=-5510/303,9-10=-0508/111
BOT CHORD 17-18=32�/361,1647=-354/3063,1546=-06/1745,1445=-35I2082,73-14=35/2082,
12-13=-6I2051.114 2=-0 85/4153
WEBS 1-17=-296/3239,2-17=427/939,2-16=-0339/315,3-ifi=0(48Q�-15=50/548,
445=-39�/92,445=-1169H78,5-13=-134A52],7-13=-868/165,]42=0/575,
842=-2134/181.8-01=24/1975,9-01=-203/4609
NOTES
1)Unbalancetl mot live loads have been consideretl tor ihis design.
2)Wnd:ASCE7-O5;90mp�;TCDL=fi.Opsf BCDL=6 Opsf h=25R,Cal.IP,Exp 8;enGosetl;MVVFRS(low-nse)gaEle entl rone antl GC
Exlenoq2)zone,cantilever IeX and nght expose0;end vetlicai nght ezposeqGC for members antl forces 8 MWFRS(or reactions
shown;Lumber DOL 1 60 pla�e gnp DOL=1.60
3)Pmvitle adequate tlrainageto preventwaterpontling.
4)All plates are MT20 plates uniess olheiwise intlicaled. •�. y t
5)Thls tmss has been tlesignetl for a'f0.0 psf boltom c�artl live load noncancurtenl with any olher live Ioaas. x tKk� �p�.xfi �t f
6)Beanng at joint(s)18 10 considers parallel lo grain value uzing AN51/TPI 1 angle l0 9rein formula. Building tlesigner shoultl venfy t�` S`�`� �h try
wpadtya(beanngsurtace. '� ��.3 ��}� �.,`-}���,�;
'!)Provide mechanical conneGion(by olhets)ot tmss�o beatlng plale wpable of withs�anding 1001E upli(�at joinqs)18,1Q �'� � ` C�
tC'! '+''� '�s :�1'"�
8)T�is Wss is designetl in accordance wit�Ihe 20061nternational Resitlenlial Cotle sections R502.11.1 antl R802A02 antlieferencetl {�.�1���,��F���:
stantlartlAN51RP1f. t .
9)"Seini-ngitl pitc�breaks inclutling heels"Member end fixily motlel was usetl in ihe analysis and tlesign o(this buss. � _,,,.,�,� ? � '
10�Graphical putlin representa�ion Goes nol tlepicl lhe size or Ihe onenlation o�Ihe putlin along the top and/or�ollom chord. .q� ` ��!� ��* '5�,. �.
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iee.m iec,arvsinvii in ecsi �y�n i, or ecsi�a iu�ec po isareymm r� � �auamew secn i.rv«:.�e� i�y. ,,,ea�y,eiamoi��iianero���m„�„ib� ENCINFERlNGGm
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Job Tmss TmssType O�y Ply v.teBM'�� ��`4naeea�wes�Cley
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J��R f � 1 f II
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5
/ 6
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3x4 I I 3x0 O
93�0 I ]-2-3 ���1_tt I 20.8-i� 2�40 J3-01-0 91-4-0
� 3_3-0 3-113 4-01-9 8-]-0 ]-3�0 5-11-0 3�3-0
Flate OHSets IX V)' 13'0.5-00-2-41 19:0.2-720-2-01 f10:0-0-1 O-0-BJ ry4:45-00-2-121�I15:0-3A 0-1-8�
LOAOING(psf) SPAGNG 2-0-0 C51 DEFL in Qoc) imen Vtl PLATES GRIP
TCLL 20.0 Plaleslncrease 1.15 TC 0.52 Vert(LL) -02911-02 >999 760 MT20 169/123
TCDL 10.0 Lumberincrease 1.15 BC 0.93 Verl(Ty -0.871345 >571 240 MTieH 197/144
BCLL 0.0 Rep Siress Incr Ves VJB 0.80 Horz(TL) 076 70 n/a n/a
BCDL 70.0 CodeIRC2006RP12002 (Matnx) WinC�LL) 02011-12 >999 440 Weight:17916 FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF NaYExcepP TOP CHORD SUUCtural wooG sheathing tlirectly applied or 2-2-0 oc putlins, except
2-3 4-5:2x6 SPF No2 end verticais,and 2-0-Obc putlins(3-1-11 max.)�.b2,3-4.
BOT CHORD 2x4 SPF No 2 BOT CHOR� Riqid ceiling tlirectly applied or 10-0-0 oc bracing, Except.
VvEBS 2x4 SPF-5 SNtl'ExcepP 2-2-0 oc bracing:1142.
i-07,4-73,5-13]-03,8-iL 2z4 SPF�NO2,9-11:2x<SP No.t VvEBS 1 Row al miGpt 1-18;4-13,7-13,642
REACTIONS Qb/size) 18=14I5/0-3-8 (min,0441),10=1475I0-3-8 (min.0-0-11)
Max Horz 18=273(LC 4)
Max Uplitt 18=-82(CC 8J,10=-47(LC 7)
FORCES Qb)-Max.Comp.lMax.Ten.-All(omes 250 Qb)or less excepl w�en shown.
TOP CHORD 7-18=-/445/84,1-2=-1645/54,2-3=-2630/152,3-4=-2983/203,4-5=-0786/191,
5-6=-0652210,6-7=-1787/165,7-8=2550/183,8-9=-5517271,940=-1508/102
�BOT CHORD 17-18=-255/341,1647=-002/2508,15-16=-59/2101,14-15=-83/3005,7344=-83/3005,
12-03=02046,11d2=-061/4158
WEBS 1-17=6fi12080,2-07=-1491/170,2-06=-fi15/6],3-16=-00/548,3-15=-84/1150,
4-15=-592/148,4-03=-)8421195,613=�55/1437,7-73=�57/1fi7,7-12=0/555,
8-02=21 4411 7 2..8-11=-11/1921,9-77=-177/4617
NOTES
1)Unbalancetl mof live loatls�ave been consitlered(ot ihis tlesign.
2)VNnd�ASCE�-O5;90mph�,TG�L=6.Ops(;BCDL=6.Opsi;h=25ft',Cal.II;Exp B;endosetl;MWFRS(low-nse)gable enG zone ano GC
Ex�enor(2)zone;cantileverJefi an0 nghl exposetl'end vertirai nghl exposed;GC tor members and forces 8 MWFRS for reactions
shown;�W mber DOL=1.60.plale gnp DOL=1.60
3)Pmvitle aEequate tlrainage to preven�waler ponaing.
4�All plales are MT20 plales unless otherwise inaicatetl. y�3��a y
5)This iruss has been Eesignetl(or a 100 psf bottom chortl live load nonwncunent wilh any alher live loads t'�t iY� �r�
6)Beanng at joinl(s)18,10 wnsitlers parallel�o grain vaWe using ANSI/TPI 1 angle lo grain lormula. Builtling aesigner shoultl venfy ,a 3 �¢{ �k�{,a.
capacilyofbeanngsuKece. � ��r '����� ��r
7)Provitle mechanical connedion��y olhers)pf imss to�eanng plate wpabie o1 wilhslanding 1001b uplitt a�joiN(s)18,t0. � � +�,.� '`.,�;�}rt '�
6)ihis iruss is tlesignetl in accortlance with ihe 20061ntemalional Residenlial Cotle seclions R502.11.1 anG R802.102 and reterencetl ^ `'�2 •"� ^
stantlartlANSI/iPl1. „^ fE'-F1C3t22�J �j
9�"Semi-rigitl pilchbreaks inciuding heels"Member entl fxity model was usetl in Ihe analysis antl design of ihis truss. �
10)Graphical putlin representalion tloes not depicl lhe size or the onentalion of the putlin along ihe lop antl/or botlom c�ortl. .p ��-����r •�: �?
�
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LOAOING(psQ SPACING 2-0-0 C51 DEFL in (loc) I/defl L/tl PLATES GRIP
TGLL 200 Platesincrease 1.15 TC� 0.83 Vert(LL) -0.4315-16 >999 3fi0 MT20 169/123
TC�L 10.0 Lumberinuease 1.15 BC 0.93 Veh(TL) -LOB 15-16 �410 240 MT18H 197/744
BCLL 0.0 Rep Siress Incr Ves VJB 0.76 Horz(Ty 0 94 10 n/a n/a
BC�L 10.0 CoGeIRC2006/iP12002 (Malnx) WnG(LL) 0.311616 >999 E40 Weight:1871b FT=20%
LUMBER BR4CING
TOPCHOftD 2x4SPFNo2'ExcepP TOPCHORD Sln¢turelwootlsheathingdirec0yappliedor2-2-0ocputlins, ezcept
1-3:2x4 SP No.1,3-5:2x6 SPF No2 entl venicais,antl 2-0-0 oc punins(2-2-0 max.):i-3.
BDT CHORD 2x4 SPP No.YEzcepC BOT CHOR� Ri9itl ceiling tlireclly applietl or 10-0-0 oc bracinq, Excepf
14d 7:2x4 SP No.1 22-0 oc bracing:1516,11-12.
WEBS 2x4 SPFS Slud'Excep�' VJEOS 1 Row al miGpl 3-15,4-13,7-13,842
i-17,246,3-15,4-13,5-13,7-13,8-N:2x4 SPF�No2,9-11:2x4 SP No.1
REACTIONS (Ibfsize) 78=7475/0-3-8 (min.0-1-11),.10=1475/0-3-8 (min.04-11)
Max Hoa 18=-332(LC'4)
Max Upiiit 18=-16�1C 6),10=-52(�C 7)
FORCES (Ib)-Maz,Comp.lMaz.Ten.-All forces 250(Ib)or less excepl w�en shown.
TOP CHORD 1-1 8=-04 5211 1 7,1-2=-2624/21Q 2-3=-5631/368,3-4=-3024/238,4-5=-1752225,
5-6=-1643/224,6-7=-1782/1�9,7-8=-2554H95,e-9=-551//295,940=4508/109
BOT CHOR� iA19=-322/386,16-17=-223/2737,15-16=-306I5]03,14-05=-79/2425,13-19=792425,
7 2-1 3=-312 050,1142=-1]9/4153
VvEBS 1-1]=-204/2970,2-1]=4285/157,2-16=-185/3033.3-76=-860/1D,3-05=-3453/257,
445=-0i/1231,443=-1398I208,.5-13=-022/1503,7-13=-86]/166,7-12=0/571,
8-12=-2135/7 78.8-11=-2111915.941=-096/4670
NOTES
i)Vnbalancetl maf live Ioatls have been consiGeretl for this tlesign.
2)Wntli ASCE7-05 90mph;TCDL 6 Opsf BWL 6.Ops( h=25fi',Cal.II;Exp B;enGOSed;MVJFRS Qow-rise)qable end zone and GC
Eslenor(2)zone cantilever left and nght e:posetl entl vertical le(t antl nghl exposetl;CL for members�an0(orces 8 MVJFRS for
reactions shown Lum�er DOL=1 80 plate gnp DOL 1 60
3)Pmvitle a0equale drainage to prevent water ponding i�, y }� i�
4)All plates are MT20 plates unless otherwise�indicatetl YYf �� �. � �l
5)This truss has been tlesiqnetl for a 10.0 psf Eottom chortl live load nonconcunent with any ather live loatls ., �%� N f.'JK °Y,w
6)Beanng at joinqs)�18,10 consitlere parallel to groin vatue using AN51/TPI 1 angie�o grain brmula. Builtling tlesigner shoula venfy t � '�3},�7 +} 3`"t f:��
capaary or eeadng surtace. �h '�¢.. �� {',,��„
7)Pmvitle mechaniwl conneclion(by olhers)of truss fo beatlng plale wpable o(withstantling 1001b uplifl al joint(5)18,10. �;�....�t�.�i�n�� �
8)This wss is Gesignetl in accorEance with Ihe 200fi Inlemational Residentiai Cotle sections R502.11.1 and R802.102 and referencetl E
slandard AN51/TPI 7. � '�
9)"Semi-ngitl pi�chbreaks inGUOing�eels"Member enG fxity�model was useC in the anatysis anG tlesign of Ihis Wss. .O : urA �� �+,x. �'
10�Graphical pudin representation tloes nol depict lhe size or ihe onenla�ion of t�e putlin along I�e top antllor bottom chord. $� � ,_�,1-`.� '.,,
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LOAOING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/tle� Ud PLATES GRIP
TCLL 20.0 Plalesincrease 1.15 TC 049 Vert(LL) -027 8-9 >958 360 MT20 1691123
TCDL 10A Wmberincrease 1.15 BC� 0.60 Vert(Ty -0.68 8-9 >379 240
BCLL 0.0 Rep S�ress Incr Ves VvH 0.33 Horz(TL) 0.03 8 n/a n/a
BCDL 10.0 CoOeIRC2006/TP120�2 (Malnx) Wnd�LL) OD2 9 >999 Y40 Weighf.10010 FT=20%
LUMBER BRACING
TOP CHORO 2x4 SPF No2 TpP CHORD Strudural wood shealhing tlirec0yappliea or 6-0-0 oc putlins, excep�
BDT CHORD 2x4 SPP No2 entl vertiwls.
WEBS 2x4 SPFS StuE'ExcepC BOT CHORD Rigia ceiling direclly applietl or 10-0-0 oc bracing.
4-9:2x4 SPF No1 VJEBS 1 Row al mitlpl 3-17,5-8
REACTIONS (Iblsize) 11=964/0-3-8 (min.0.1-8),8=96d/0-38 (min.0-0-8)
Maz Hoa 11=228(LC 4)
Max Uplift 71=-84(�C 6),8=-84(LC 7)
FORCES Qb)-Max.Comp./Max.Ten.-All forces 250 Qb)or less excepl when shown.
TOP GHORD 3-4=-]]2/141,4-5�.772/iq1,p_��__339/753,&8=-339/153
BOTCHORD 10-01=37/fi68,9-10=-47/668,8-9=0/668
VeEBS 4-9=-59/527,3-i i=-767/26,5-8=-767/25
NOTES
1)Unbalancea mo/live loatls have�een considereG for Ihis design.
2)Wnd:ASCE 7-05;90mph;TCDI=6.Opsq BC�L=6.Opsf h=25fi;Cat.II;Exp B;enGosed;MWFRS(low-nse)gable entl zone antl GC
Ectenor(2)rone;cantilever lefi anC nght exposed;end vertical le/t anA nght expose4;GC for members and forces 8 MVVFRS for
reaclions shown;Lumber DOL=1,60 pla�e gnp DOL=1.60 � -
3)ihis fmss has been aesignetl Por a 10.0 psf bottom chord live loatl nonconartent with any ather live loatls.
4)Provide mechanical conneclion.(by olhers)of Wss to beanng pYate rapable of wi�hslan0ing 1001b uplift at joinl(s)11,8.
5)This Iruss is designetl in accortlance wilh Ihe 2006In�ema�ional Residenlial Code sedions R502.1 t:t antl ftB02.f02 ana releienceA
slandartl ANSIlI'PI 1.
6)"Semi-rigitl pitchbreaks inGutling heels"Memberentl fxity model was used in ihe anatysis antl design of ihis Iruss.
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�1-&0 I 54-8 5-0-0 7-t1.13 ]4-11 <-
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10.11-8 4.11-0J )-0-11 0-4-0 C-b4 J-4-02
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LOADING(ps� SPACING 2-0-0 CSI �EFL in Qoc) veen Lltl PLATES GRIP
TCLL 20.0 Plateslnuease 1.15 TC O58 Vert(LL) -0.3515-17 �733 360 MT20 169/123
iCDL tOD �um0erincrease. 1.15 BC 0.87 Veh(TL) -0.8815-17 >290 Y40
BCLL 00 RepStresslncr Yes WB 1.00 Hoa(TL) 0.01 10 n/a n/a
BCDL 10.0 Code IRC2006/rP12002 (Matnx) WnG(LL) 0.02 15 >999 240 Weight 1571b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPPNo2 TOP CHOR� Slructural wooG shea�hing tlirecty applietl or 6-0-0 oc putlins, except
BOT CHORD 2xd SPF�NO2'ExcepP ena vetlicals,antl 2-0-0 oc putlins�6-0-0 maxJ:5-7.
6-13:2x4 SPFS Stutl BOT CHORO Rigitl ceiling tlireclly applietl or 6-0-0 oc Oracing.
Vu'EBS 2x4 SPFS SNd'ExcepP �
4-15,6-04:2z4 SPF No2
REACTIONS Qb/size) 10=413/0-3-0 (min:0-0-8),12=1180/0-3-e (min.0-04d),17=948l0.3-8 (min.04-8)
Max Hoa 77=225(LC 5)
Max UpIif170=-93(LC 7),12=-84(LC 5),77=-86(LC s)
Max Grov 10=425(LC 11j,72=1780(lC 1).17=946(LC 1)
FORCES (Ib).Max.Comp/Max.Ten.-Ail forces 250(Ib)or less except when shown.
TOP CHORD 3<=-740/163,4-5=-725/184,5-6=-674/160,7-8=264/89,247=-344/147,
840=-403/106
BOTCHORD i6-77=-106I649.15-18=-006/649,14-75=-35827,6-12=-0052/156
WEBS 4-15=-128/564,5d5=-30fi7160,544=-459I61,614=-57I770,347=-727/52
NOTES
f)Unbalanced root live loatls�ave Oaen considered for this tlesign.
2)Wind:ASCE 7-05;90mp�;TCDL=6.Opsh BC�L=6.Opsf;�=25fi;CaL II;Ezp B:endosetl;MWFAS(!ow-nse)gable entl mne ana GC
Extenor(2)zone;wnlilever left antl dgM1t ezposetl;entl vetlical ief!and nghl exposeQG-C tor members and fomes 6 MYVFRS for
�reactionsshown>WmberDOL=1.60plategtlp�OL=1.60 �
3)Pmvitle'aaequate drainage lo prevent water pontling.
4)This Iruss has been Designetl br a 10.0 psf botlom chord live loatl nonconwnent wilh any other live laatls.
5)PmviOe mechamcal conneclion(Ey o�hers)o(Wss lo beanng pla�e wpable ol wiNStantling 1001b uplifl a�joinl(s)10,12,17.
6)This Wss is Oesignetl in accortlance wilh ihe 20061ntemational ResiOenlial Code seclions RW2.11.1 antl R802.102 and referencetl ':f �Ua r
standardAN51/TPI1. kc .�.�, �y�r�r�df„
7) Semi-�igiG Oitchb�eaks incluCing heels"Member entl fxi�y motlel was used in the analysis an0 tlesign of this truss. ,t � 4�� #.7� -'.��v..
8)Grap�ical putlin representalion tlbes nol depict t�e sire or the onentation of the putlin along��e lop anG/or bottam chord <`T 'N' �r�
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Plate ORsels IX V1: 12:0-2-14 0-2-01 14 0-4-0 0-7-71 17:0-3-05 03-01 IB'0-2-72 04-121 110-04-0 0-0-81�112:0-6-0 0-0-0�
LOFDING(ps� SPACING 2-0-0 CSI DEFL in (loc) imen Utl PLATES GftIP
TCLL 20A� Plateslncrease 1.15 TC 023 Vetl(LL) -0291314 >896 J60 Mt20 169/123
TCDL 10.0 Lumber Increase 1.15 BC 0.56 Vetl(TL) -072 13-14 >356 T40
BCLL 0.0 Rep Stress Incr Ves WB 0.34 Hoa(T�) 0.01 12 n/a n/a
BCDL 10.0 Cotle IRC2006/rP12002 (Matnx) Wntl(Ly 0.01 1446 >999 2d0 WeighC 771 @ FT=20%
LUMBER BRACING
TOP CNORD 2x4 SPF No2 TOP CHORD Strupural wood sheafhing airec�iy applied or 541-3 oc pudins, exceql
BOT CNORD 2x4 SPF No2 entl veM1irals,antl 2-0-0 oc putlins(6-0-0 max.):4-7.
VJEBS 2x4 SPF-5 Slutl'ExcepY BOT CHORD RigiG ceiling tlireclly applietl or/0-0-0 oc bracing, Except:
444.514.12-04.5-12:2x4 SPF No 2 6-0-0 oc bracing:17-12 . .
VvEBS 1ROwatmidpt 542
ftEACTIONS (Ib/size) 17=937I0-3-8 (min.0-1-8�,10=383I0-3-8 (min.0-1-8),12=1220/03-8 (min.0-7-15)
Max Horz 17=228(LC 5)
Max Uplif117=-87(LC 6),10=-97(LC 7);12=423(LC 5)
Max Grov 17=937(LC i),10=416(LC 11),12=1220(LC 1)
FORCES pb)-Max.Comp/Max.Ten.-All forces 250(Ib)or less excepl when.shown.
TOP CHOR� 2-3=-913/125,3-4=-710/166,45=-500/171,7-8=-251/105,&77=-e�7/154.
8-00=-367/124
BOTCHORD 15-16=-125/669,14-75=425/669,6-12=-481/64
WEBS 5-04=4/319.12-04=-722/307.5-12=-]11/739.fi-11=-2/265.&76=01612
NOTES
1)UnbatanceG rooi live loatls have�een consitleretl(or this tlesign.
2)Wntl:ASCE 7-05;90mph;iCOL=6.Opsf;BCDL=6.Opsf;h=25i1',Cal.II;Exp B;endoseQ MVVFRS(law-rise)gable entl zone antl GC
'Extenor(2)zone;cantilever len and ng�t ezposetl;entl vetlical lefi and nght expose4;GG for members and(orces 8 MWFRS�for
reac�ions shown;Lumber�OL=1.60 plate gnp OOL=1 60
3)Pmvide aGeqvate drainage to preveN water pontling.
d)This W ss has been designetl br a 10.0 psf botlom chortl Irve icaa nonconcurzent with any olher live loads.
5)Provitle mechanical conneclion(by olhers)of Imss to�eanng plate capable of wilhstantling 700 Ib upli/f al joint(s)17,10 except(j1=1G) �//%/��
12 123
6)This Wss is Gesignetl in accordance wilh ihe 20061ntemalional Residential Cotle seclions R502.11.Tantl R802.142 an0 relerenced � ti ii�1.tipr .
slandardANSIRPII �t Pyt T y
7) Sem�-ngitl pilchbreaks inGUtling heels"Member entl f�ziry model was usetl in ihe anarysis and tlesign of ihis imss. �'� �'� � �r.�#drJ
8)Graphicai putlin representation tloes nol tlepicl the size orihe aientation o�ihe putlin along Ihe top anGlor bottom chortl. ��,.3�' �i y .,��
�
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LOAOING(ps� SPACING 2-0-0 C51 DEFL in (loc) Vtleil Lld PLATES GRIP
TCLL 200 Plateslncrease 1.15 TC O46 Veh(LL) -0.131142 >730 360 MT20 169/123
TCDL 10.0 Lumber Increase 1.15 BC 028 Verl(TL) -0.33 11-12 >291 240 -
BCLL 0.0 Rep SIreSS�ncr Ves WB 0.4fi Horz(Ty 0.01 H n/a nla
BCDL 100 CodeIRC2006/TPI2002 (Maldx) Wnd(LL) 0021646 >999 240 Weighl'.1]5@ FT=20o
LUMBER BRACING
TOP CHORD 2x4 SPF Na2 TOP CHORD Slructural wood sbealhing airectly applietl or 5-10-4 oc putlins, except
BOT CHORD 2x4 SPF No1 en0 vertirals,antl 2-0-0 oc putlins(10-0-0 max.):5-7.
WEBS 2z4 SPFS Stua'Excepl' BOT CHORD Rigia ceiling tlireclly applied or60-0 oc bredng ExcepC
3d4,b14,5-12,Z12:2x4 SPFNO,2 1 Row at mitlpl 642
VvEBS 7 Row al miCpt 3-04,5-12,742
REACTIONS Qb/size) 17=8]0/03-8 (min.0-1-8),12=1467/0-7-8 (min.0-2-5),11=204/0-3-8 (min.0-L8)
Max Hoa 17=287(LC 5) �
Max Upliftl7=-85(LC 6),12=-42�LC 6),11=-83(LC 7)
Max Grov 17=876(LC�10),12=1467(LC i),11=270(LC 11)
FORCES pb)-Max.Comp./Max.Ten.-All lorces 250 Qb)or less excepl when shown.
TOP CHORD 23=-845/712,3-4=-453I730,4-5=-31fiH75,7-8=-32/318.2d7=-809/14fi
BOTCHORD 16-17=-285/309,1546=-125/592,14-15=125/592,6-12=519/226
WEBS 3-04=-450/169,5-14=46/45'!,12-04=63292,542=-717/92,246=0/465
NOTES
1)Unbalancetl roof live loatls have been consiOereG for ihis tlesign.
2)Wind:ASCE 7-05;90mph;TCDL=6Apsf BCOl=6.OpsF h=25fl;CaL II;Ezp B;enGOSed;MVJFRSQow-nse)gable end zone antl GC
Eztenor(2)zone;canlilever�eft antl right exposea;entl vertical lef�antl�ig�t exposetl;GC for members antl forces&MVJFRS fo�
reactions shown;W mber DO1=1.60 plate gnp DOL=1.60
3)Pmviae atlequate drainage lo prevenl water pontling.
4)T�is iniss has been designetl tor a 10.0 psf boltom chortl Gve loatl nonconcuneniwith any oiher live ioatls.
5)Pmvitle mechanical conneGion(by others)of truss lo beann9 plale rapable o(withslantling 1001b uplilt at joint(s)77,12,11.
6)Th�s Wss is des�gnetl in�aciordance wilh ihe 200fi inlemalional Resitlential Cotle seclions R502.11.1 and R602.102 and referencetl
standartl AN51(fPl L �
�)"Semi-nqid pitcnbreaks including�eels"Member enG fzdy motlel was uSeG in the analysis anG design of�fiis tmss. i a � 1yr�
8)Graphical putlin representalion does nol tlepict ihe size or�he orientation o(the putlin along Ihe lop and/or botlom chord. s�rr�� ��.y �fsf
LOA�CASE(S� S�antlartl �'�a`,S {����
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Pla�e Of(sels(X V): f2:0-3-0 0-1-81 f5:0-6-0 0-2-01
LDADING(psQ SPACING 2-0-0 CSI DEFL in (loc) I/de0 L/0 PLATES GRIP
TCLL 20.0 Piates Increase 1.15 TC 0.49 Vetl(LL) -0.08 10-11 �999 J60 MT20 169/123
TCDL 10A Wmberincrease 1.15 BC 0.31 Vert(Ty -0101041 >999 240
BCLL 0.0 Rep S�ress Incr Ves VvB 0.58 Harz(TL) -0.02 7 n/a Na
BCDL 10.0 CotleIRC2006/TP12002 (Malnx) WinA(LL) 002 8-10 >999 240 Weight:1231b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Slructural wooG sheathing tlirectly applietl or 5-55 oc putlins, exwpl
BDT CHORD 2x4 SPF No2 entl verticals,antl 2-0-0 oc putlins�(6-0-�max.):5-6.
WEBS 2x4 SPF No2'Excepl' BOT CHORD Rigitl ceiling tlirec�y applietl or 9-2-7 oc bracing.
340.2-11,2-10:2x4 SPFS SNtl VJEBS 1 Row al miapt 67,3-8,5-7
REACTIONS Qb/size) 7=846/Mechaniwl,H=954(03-8 (min.0.L8)
Max Horz 11=399(LC 6)
Max Upiltf7=-125(lC 6),tt=-73(LC 6)
FORCES (Ib)-Max Comp.IMax.Ten.-All forces 250 Qb)or less except when shown.
TOP CHORD 23=-952/0,31=547/0,4+5=-406/32,2-11=-88953
BOT CHORO 10-71=-0�E/150,9-00=-210I676,8-9=-210/676,7-8=-76/336
WEBS 3-00=0/252,3-8=-461/187,5-8=-35/523,5-7=-703/159,2-00=0/534
NOTES
1)NAntl:ASCE 7-OY,90mph;TCOL=6.OpsQ BCDL=6.Opsf;h=25(C Cal.II;Exp B;enGOSetl;M WFRS Qow-nse)gable en0 zone and GC
Extenor(2)mne;cantilever lefi antl nqhl exposetl;end vertical lett exposetl;C-C(or membersanG forces 8 MVJFRS for reaIXions
shown;Wmber DOL=1.60 plate gnp�DOL=1.60
2)Pmvitle atlequa�e tlrainage to prevent waler ponding.
3)This iruss has been Oesignetl for a 10.0 psf boUOm chorG iive loaa nanwncurren�wilh any other live loatls.
d)Reter to girtler(s)(or Wss lo Wss connedions.
5)Provitle mechanical conneqion(by others)of Iruss lo beanng plale capable o(wilhstantling 1001b u01ilt atjoinl(s)11 excep111�'Ib)
7=125.
6)This Wss is designedin accortlance wilh ihe 20061nlemational Resitlential Gotle sections R502.11.1 an0 R802.102 antl referencetl
slanaard AN51/TP11.
7)"Semi-rigid pilchbreaks inciutling heels"Member entl f�xiry model was usetl in Ihe analysis anE aesign of ihis Wss. ;i� a�iJ
8)Graphical purlin represenlation Does not depict the size or the wienlation of the putlin along Ihe Io0 antlror�oltom chortl. ��' -r.�Ff �F7�
s;
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O gD �grd�M1GDJRI n SM1 �( :p31q�b .01yMTk tl pl� �Ilpa JI IM1' 1 U pa 'gIE I'ri.T� 1 U gJ �IU les � .
p( I M �'ItY� In � 9 IIM1 "BI I G^ IUOIqM� ' .lT 0 9 pl la� B eA , iblb M 11�'c0 W It ypn�Ir I
U p g' 1� p Glly I�M1 Qr I� Qv f� t� 1 Hag 1 In 9 p pD B P ANSIRPIL l l el t 14 g ( M1 'OM I p �M p Ume GCrs
� pres bu klrp ly, 1l b p�p t�ItlyO e aoan II p� ry esVa Ntiap IM "gl 'S 1 Ul�yd p�q 51 cl ' �p ¢sp 'WIM1y IIM1 IN 5-slallec
AdJAOnalOe�me Ib'kl O I�IXy� g I�li e�ll 1 q ����- spons�llyoll�eOw IM1 Pv (saNM1OniMeOe��orl�eB L]ng�esgnerpel� IRCih IBC 0
ANSIrtPI l.Fo�Be�e�algutlanc¢regeNnBaesgnresp�ns�lnles laerlcalon qual�yconlrol slorag .Delvery,eredlon IalerelrtslrenlendEaponelMecngtonsutll�elalesleOAOno���e �+
iac,meiee,arvsiRCitmeeesi:���ma�y:nae�.,,mrorecsi�e��u��comwoemsare��m�o�maip�la�aaamevomseeaaiwhw.:e��e�>i�y.�om:,wa�vreia�eam:ianano�mm,ma�m� ENG7NEERING¢c
suvM�eo in Ine ppsne pacxage.Tne Imss oesgner or imss aesgn enpinem(also tlefineJ as a soeuany enBineer)is NoT Ine euilainq oezgner ol lne�uilai�g.
Job Tmss TmssType pty Ply t�pae�'ooe taevinaoeoiwestaay
6H<1WI1 T3J HaIIHiP 1 1 IB�UPIO
,L�R f � I pl'g II
rnwmw. m�vn[ moe )�3050tlW2013MReMlntluslrleS,Inc. MOnJU10)18Y�'.P8301dPaBe1
IQSBwJLOgaH_sHFNACZfi051uz_SXOLWx3%IkJ511TUFqi�pvkHUkCEGODX]VJUex0EA0z_Ot3
4-6-0. ]-69 19-9-9 214-0
�Y6-0 i.6-9 )J-0 6-9.1
fic6 = Swle=1]aD
9x0 II
85� 12 5 6
k
]x6 i
�x6�i
0
3 �N
J-6
1
Sx6 ��
II-1
�'
11 10 9 8 p
Jxa II ,x6= 3x8 = 3x< = 9sC =
]-5-9 14-9-9 21-]-0
� )89 ]-S1 ' 691
Piate OHSeIS IX YY �20-3-0.0-1-021
LOADING(psQ SPACING 2-0-0 C51 �EFL in (loc) vaen VG PLATES GRIP
�TCLL 20.0 Plateslnuease 1.15 TC �47 Vert�Ly -0.0810.11 �999 360 MT20 169I12J
TCDL 10A Lqmberincrease 1.15 BC 028 Vert(Ty -02010-11 �999 240
BCLL 0.0 Rep Stress Incr Yes VvB 0.57 Hoa(TL) 002 7 n/a n/a
BCDI 70.0 CotleIRC2006/TPI2002 (MaNx) N4ntl(LL) 0.02 8-00 >999 740 Weigh�:1211b FT=20%
LUMBER BRACING
TOP CHOftD 2x4 SPF No2 TOP CHORD SUUC[urel wootl sheathing tlireclly applietl or 5-5-14 oc pudins, excepl
BOT CHOR� 2x4 SPF No2 entl verticals,antl 2-0-0 oc putlins(6-0-0 max.�:5-6.
WEBS 2x4 SPF No2•Excepl' BOT CHORD Rigid ceiiing tlirectly applied or 9-4-droc bredng.
3-00,2-11,2-10:1x4 SPF-S SWtl VvEBS 1 Row at midpt 6-7,3-8,5-7
REACTIONS Qblsize) 7=848/Mechanical,77=95d/4&8 (min.04-B)
Max Horz 71=388(LC 6)
Max Uplitt7=-11I�LC 6),11=-16(LC 6)
FORCES (I�)-Max.Comp/Mart.Ten.-All(orces 250(Ib)or less encep�when shown'.
TOP CHOR� 2-3=-951/0;33=-573/q 45=-035/42,241=-885I60
BOT CHORD 7041=-390/745,9-00=-207/676,8-9=-207/676,7-8=-78/352
VJEBS 3-8=-435/183,5-8=-35/575,5-7=-695/156,2-10=OI540
NOTES
1�UnbalanceC mo/live loatls have been consitlered tor this design.
2)Wind:ASCE l-05;90mph;TC�L=6.�psf;BCDL=fi.Opsi;h=25ft',CaL II;Exp B;enGoseQ MWFRS(low-nse)gable entl zone and GC
Extenor(2)zone;cantilever letl ana nght exposetl;enG vertical lett exposed;GC for members antl brces 8 MWFRS for reactions
shown;LumberDOL=1.60 plale gnp DOL=f.60
3)Pmvide aEequate drainage to prevenl water pontling.
4)T�is Niss has been tlesignetl fo�a 10.0 psf bottom chord live IoaO nonconcurteni wilh any olher live loads.
5�Re�er to 9iraer(s)for wss m wss mnneaions.
6)PmviOe me�anical conneclion(by others)o(iniss to beanng plale capable of withstantling 700 Ib uplift at joinqs)17 except(jt=1b)
7=117.
7)This W ss is Eesigned in accordance wilh ihe 2006 Intemalional Residenlial Cotle seclions R502.11.1 antl ft802.1�2 an6 reterencetl
stentlartl AN51/iPl 1. ,.y 7 ���f
B)"SemLngitl pilch�reaks inc�utling heels"Member entl Oxity modef was used in the analysis antl tlesign of ihis Iruss. � �q t�FJ ,,Y
�9)Graphical putlin representation tloes nol tlepict the size or Ihe onenlation of the putlin aiong the top and/or�otlom chortl. .�., a�-` � ,. <.
Z3. •• ;r
LOAD CASE�S) Stanaard ' �� �rt`�,�'S T�'�4�j, �!"�?:.
-- +L'�p� :�:� �>
_ � rE�-i�l�i�:?fi. a
tl . S�ihiEGSr .-a� .�
��'} ;�.'�C?IetdA k�,ti:
K ,
'y''�j v.`t`''. 'A1-i'°�yt??�
-'�IT{flltltlSYtti`�1
July 8,2014
� wARNING Pleaselh g01y e ewlM1 c sto elsACk I aoeme 1 IP B Wsla a NT i M I ci MP a d I .v 'ryo g o t e e � � tn T �s
D g 0 �B tl t� D J R 1 c S� I( AlU)beN .O IY MT k cl pl 1 �II� 01 I�h t 0 q 4 I p 1 Oe Itl.T�' 1 E g J 'rp"�p 1 ss �
pl 1 Po blilYl �� 4 B I�p �gl � 5 pa IJ Od¢JM1 �".Tli a q pl I U 0 4� 1�IIY ^a IIH po �I YV� I B
� M�- 1� p� OI IY I��¢Ow !1� Ox ( N tl g<1 1� B tl g O 9 p AN51?CI 1 L I I � I E g 1 p drtl I � �q U N e Ge
AOJdonal ��ess � kly ly� oll t0 kl g51a�10yU �g AJdn - I. ry ry t 'vd B �I� '�yl �ns 51 LIIyO �B � � - �� sp plAy IIM1 t 'nsleller.
pem�a 1 b N B t U I ly N rp I t� II 1 q !� p 011y II� Pxn I� Px ! u(p M� 1 �p 9 Wmp p y ,ce t� IRC,1� IBC rM
RN51/IPI1 Porg Ig a0 cereg idl gd g � po bin 10" f- Q IJy I I. 1 q tl I ry ti I I I sGan�antlC�Bo IM "g, IIN I I 1 Odona110e '�•
iac.meiee nNSirtcn m ecsi� m rv n � -ai eesi�e a ec mpo�emsererymm �ro��a�ewmeno secn i.,.«�no�eo:in�ma�ea�y ¢i.�¢e��:�anaro���mrmaro� ENGINEER/NGuc
su�prao n m��onsne Pecksae.rne imss eesre�e��.�NSS aesre�e�re���(eiso aemee es a speaany enqm�ep�s Honrve emmme oes�ne,onne eunemq.
Job Truss TmssType pty Ply w4o8ewooe i86V'ulageoiwes�Giay
B1�{i6<]1 T30 Roo(Special � � 19�5391
' PROBUILD, MOORESVILLE.IN�8150 Z�3050dN301JMTeklnGUSlries.Inc.MUnJU1091B'.H29Y41�.Pagel
IDaBwJLDgaH_sHFNACZ6051uz_5%OENh3%ikJ511TUFpi�pvkHUkEOGN�%90uex0EA0z 013
�YGO. 540-02 � 114-0 I 19-].4 21-]-0
� 1-6-0 � 51042 S]-< 843 � 1-11-03,
2z� II Scale=1:61:0
]
5x8 =
6�8 =
5
9.50 12
3x6�
3�fi%
a
� S9 8
�\ � q
1 d
avb �i d �
dl
22-
I
�'
1�t1
13 14 �� 10 9 8
3x0 �I �� = 3K8 3x� = 3x0 = �xd —
54042 it$1 19-]i �P1-J
540-12 5-J.4 B-i-J 1-01-04 '
Plate OHSeIS fX Y1: 12:0-2-ib 0-2-01 � -
LOADWG(psQ SPACING 2-0-0 CSI DEFL in (loc) I/tleil L/O PLATES GRIP
TCLL 20.0 Plateslnuease 7.15 TC 0.37 Vert(LL) -0.10 9-00 >999 360 MT20 169/123
TCDL 10A Wmberincrease 1.15 BC 0.35 Vert(TL) -026 9-00 >999 Y40
BCLL 0.0 RepSiress'Incr Ves WB 0.39 Horz(Ty 002 8 n/a n/a
BCOL 10.0 CoGeIRC2006/iP12002 (Matnx) Nhna�Ll) OD2 10 >999 260 Weight:1321b FT=20%
LUMBER BRACING
TOPCHORD 2x45PFNo2'ExcepP TOPCHORO SWUUrolwootlsheathingdirectlyappliedor5-9-12ocputlins: except
fi-]'.2x6 SPF No2 ena vetlicals,antl 2-0-0 oc pudins(6-0-0 max.):5-6..
BOT CHORD 2x4 SPF No 2 BOT CHORD Rigitl ceiling tlirectty applietl or 10-0-0 oc bracinq.
WEBS 2x4 SPF No2'Excepl' WEBS� 1 Row at miapt 5-9,fi-9
4-12,4-10,P-13,2-72:2x4 SPFS Slud
REACTIONS (Ib/size) 8=848IMechaniral,73=954I0-3-8 (mia-0-1-8)
Max Horz 13=357(LC 6) �
Max Uplift8=-754(LC fi),13=-44(LC 6)
FORCES Qb)-Max.Comp./Max.Ten.-All forces 250 Qb)or less except when shown.
TOP CHORD 23=-939l0,3-0=-760/20,4-5=-718/56,2-13=-897/77
90TCHORD 12-/3=338180.77-02=-224/686,10-11=-224/686,9d0=-726/506�
NrBS 5-10=-13/412,5-9=d82I151,6-9=-22/90,6-8=-947H44 2-12=0/622
NOTES
7)Wnd�ASCE 7-05;90mph;TCDL=6.Opsf;BCDl=6.Opsf;h=25tl�,CaL II;Exp B;enGoseO:MWFRS Qow-nse)ga�le end zone ana GC
Exlenor(2�mne;cantilever IeX antl n9h1 exposetl;entl vertiral left exposed;GC for members an0 forces 8 MWFRS for reactions
shown;Wmtier DOL=1.60 plate qnp OOl=1�.60
2)Pmvitle adequate tlrainage to prevent waler ponding.
3)This imss has been tlesiqned for a�10.0 psf�ottom chora live laatl nonconcunenl witM1 any o�her live loatls.
4�f22(Qf�O Jlfd2f(S�fOflN55�0IfU55 C011fIQC�1005.
5)Provicle merhanical connec�ion(by others)of Imss to beanng plate wpable o!withslanding 100 Ib uplift at joim(s)13 except qt=1b)
B 154.
6)This truss is designea in accortlance witM1 Ihe 2006 Intemational Resitlenlial Code sections R502.11.1 antl R802.102 antl re(erencetl
s�entla�tlANSI/(PI1. ��y�q( f��
l) Semi-ngitl pitchbreaks inGUding heeis"Member end(zily moCel was usetl in Ihe anatysis antl tlesiqn of this iruss. 14 ;jrj�H r�p
e)Graphical putlin representation tices�not tlepicl lhe size or the orientation of t�e pWin along the top,antlror bovom chortl. 4t �4'' �Y��'�;
¢S�i S%.�i`+�7�� �.�_
�onocnsels) sia�aab � ,�. fi��.��>;:.
fE-!i:iiT220. ;
-� `s &rn�EJf ��e2 :
„5t1� .!r�flrr+�- ' �u�'�
� .`
���������?�tl!lI�S�I11:�'������r.
July 8,2014
a WARNING PI selh O�ly ' 1� C 1 f Atkn IeCpe MMFOB MSI iN NT i M I cl rMP 0 q I .V Fytl g p 1 . iN � � 1�' T 55
OegDviiB tl1� DJRI 5� t( .W1<)�ef .OIyMTk tl pl� pll� 01 Ili � 0 qE Iplb tpTh' 1 0 94 �'�0 tes
pl I p� Gll�yf t� 4 g II� ?gl � p Itl ptlepF ".Tli 4 g �pl� I Oip �A 5 I Oltly J IN" po Ib yp R I r
W Id/q I� � � b I ly l l� (M 1� p.v�f Ilro I etl q � �1� B N y� g 0 AN51?PI L L 1 I 4 10 q 1 5� ndvN � b E cli N me bers �
1 mpres 0 kly ly If p q g �p'I�VO G B Adtlil II po ry 51 'VO g Ip �B1 � 1 Ellytl 'B r d IM1 spo SbIXy fl�e Wa� �Iler.
AJ4� alpe�m Ip b B �UIIIyN rp I�� �II � q " 1� sp �Ity�II� Px t� W ! 1� N g 101M1 B Idy� q � pe N IRGIM1eIBCaM
ANSIRPILFOg I9b e¢yNIpJ q��respo �I� 5�a0nca1m0ualAyconlmfs�o�Bede1'very¢rtqo ,ll IesVenlanedp aldafanB,�n5uI11�ela�e5letlXbnoll�e ' ��
iacmeiac,nHSVrvii �n ecsis �rv�n i:a�ai�ecs��e��ame�mw�e��sa�e�ymm�m.im��a.aiaeieno secn i.,a...e��e o-y.�mam6�y,eiaiea�:�.n.ro�mm�aro� ENG/NEFR/NG¢c
mpv��n me ioesne pacxage.ine wss eesqner ar ovss eesqn enyineer(aiso eernm zs a sceciauy ena��ee0�s rvoi me eunn�ng oesgner onne ovnamg.
Job Truss Truss Type Oty Ply Rbngewoon tae vlileaeolWesiciey
I9�sal/3
910018dH TJS HeIINIp 1 1
I R
PROBUILO, MOORESVILLEINO8150 ]�JOSOq11I013MReRIn�usbieS.Inc. MOnJUIo]18H930llPapel
I�sBwJ�OgaH_sHFNACZ6051uz_5%0-aiVR IDIxsBOK6PPvh W0iq6HSotnCGh2lbmoiSE_0�2
-Y&0 � 240.3 � <-412
1-6-0 Y-00-0 14-9
Sse= 1 Sr� II Scale=131 6
a a
sa
iaoa�
3xfi O
5 � �
2 6
� )
I '
5 J lA
6 5 0
� JxL= LSxa II
1:Sxd II
� �-��-3– I 4"����—I
�-0D-J 1-2-9
Plate OHsets(X V)' f30-3d2,0.2-8�
LOA�ING�psp SPACING 2-0-0 C51 DEFL in (IOC) Utlefl L/tl PLATES GRIP
TCLL 2o.0 Plateslncrease 9A5 TC OA6 Vert(LL) -0.01 6 >999 360 M720 1691123
TCDI 10.0 Lumber Increase 7.15 BC 0.11 Vert(TL) -0.02 6-7 >999 440
BCLL 0.0 ftep Slress incr Ves WB 0.11 Horz(TL) -0.00 5 n!a n/a
BWL 10A Cotle IRC2006/rP12002 (Malnx) Wntl(Ly 0.03 6-7 >999 240 Weighl28lb FT=20%
LUMBER BftAGING
TOP CHORD 2z4 SPF No2 TOP CHORD Siruciurai wood sheatMng tlireclly applied or4-042 oc putlins, except
BOT CHORD 2x4 SPF No 2 end verticals,anE 2-0.0 oc putlins:3-0.
WEBS 2x4 SPF-5 Slutl BO7 CHORD Rigitl ceiling tlireclly applietl or 10-0-0 oc�recing.
REACTIONS Qb/size) ]=271I0-3-8 (min.0-1-8),5=129/0-tA.�min.04-8)
Max Hoa]=210�LC 6)
Max Uplifl5=-117(LC 6)
PORCES (Ib)-Max.Comp.IMax.Ten.-All forces 250(Ib)or less except when s�own.
WEBS 2-8=-22285
NOTES
1�Unbalancetl roof live loads have beem m�sidere0 lor Ihis Eesign.
2)Nfind:ASCE�-05;90mph;TCD�=6.Opsf BCOL=6.Opsf,h=25fi',Cat.II;Exp B;enGOSetl:MVJFRS(low-rise)gable end zone antl C-C
Exlenor(2)zone;cantilever lefi anG nghl exposed;entl vetlical left exposeQC-C for members ana/omes 8 MWFRS for reac�ions
shown;�W m0er DOL=1.60 plale gnp DOL=1.60
3)Pmvide atlequale drainage lo prevent wa�er pontling.
4)TM1is iruss has been tlesigned br a 10.0 psl botlom chortl live loatl nonwncurtent with any olher live loaas.
5)Beanng at join�(s)5 considers parallel lo groin value using AN51/TPI 1 angle to grain(ormula. Building tlesigner should venry capacily
o(beanng suNace.
6)Provide mechanical conneGion(by otM1ers)of Vuss b�eanng pla�e at joinl(s)5.
7)Pmvide mechanical connection(by others)of Wss to bearing plate capable of withstantling 1001b uplift at joint(s)except Qt=1b)5=117.
8)This Wss is tlesigned in amartlance with the 20061nternational Resitlenlial CoGe sections R502.11.7 and R802.10 2 anG referencetl
slandard ANSI/TPI 1.
9) Semi-ngitl pitchbreaks inclutling heels"�Member end(xiry motlel was usetl in ihe anarysis antl desiqn oflhis tmss.
10�Graphical putlin represenlalion does nol Oepict the size or the onentation o(the putlin along the lop antlbr Eoltom chortl. L i; #t1+ ar
LOAD CASE�S) Standartl �,���t} i"rp�� C'}y¢Psr.
F �;
*�Y� r.�'"rf� •l"t"�'.'�
,1..r. .. '�=t ,� j
fi'E-i1{ii?.:23 q
u � �
'� e WYA��O� .;�}x"'�
Nf,.� "'',:VLtlatSe' �.ti.`r4'"+'
f .: .:r 1 ...
`rr�FJl,;slf�t tll�t 4�:1�'+Sii\ty1'��
... July 8,2014
� WARNING PI N igMy ' �h C 1 ! A k 1 08 � �P B W 51 J N T ( M I ci eJ Prod tl I .V ly e g p I M 0 1 t�' T ss
� 9 � �9 �1� �JR/ 5� 11 .03H)CeN O IYMT k cy pl l �Ilte 0� pi � 5 d g 4 BI O Iq.T�I 1 a g Q �"U �es � .
p� - / p� Oltyl I� 0 g IIM1 'rigl t po IU Ob�M1 .TM1 0 g pl I U p Od , II blly �p � I�p po 11 yp? I r �
W Itl g IM1 e po E I'ly I Ih Px I� Qr ( 1� M g 1 I� 8 '�J q�e g p RN51/rpl 1 L 1 I 1 'ri10 g �b � �a W I b �M �N M
I tbmpres U QII B �Y oll � b�g t�YllyU np..�Jtln II p� ry�eslrenVJ B IM gl 's 1 Ulllytl gm g cl I 1� esD �a��Y ��� imss�nslalle�.
AOOAOnalOemianenlbutl�nBSla�lilyLaunpo�IM1eoverellslmtluraelM1er¢spon5�l�lyoll�eOwnerl�eOxne(saWnotlzeUagenlorl�eBuqbBDesqneqperl�elRG,1�eIBCene -
ANSWPII. Fo q� -IguMena�eg N gtl g spo OIA� 1 U�ita�ien qualM1yrvnlmi slo g d I ry, d n,lal¢�al�as121n�enOd g IMaung con5ul11M1eleles�e0�onofNe �•
iac,-meiec.nrvsurennnaecsi��mman:nemi,a�amrecsiea��amecamw�=msaie�ymm ip��a�aaaekvomsecnai...«.:o�a �n. a�oa�r,e�=�ea-�:�anaro�ioiom,aro� ENGINEEHINGiic
s�oo��ee m me pe.ne oackaoe.rne wss ees'�a�er or vuss eesqn ena��ea�I=�so eernea as e spec�any��mee,��s uonne e��mme oe���e�onne eo mn�,
�� Tmss TmssType Oty Ply v.tavexoon �ggyinageolWes�ciay
B1U16�I1 T30 HaHHip 1 � IBeS]2)J
�tiftf � Y II
������•`�• ••��"�`°�"",�°•°"o ]1305 Od H 201]MiTek InOUSlneS,Inc Mon JuI W 18/l9 3011,pape 1
IDSBwJLOgaH_sHFNACZ6051ux SXO-aiVRIDIxs80K6PPVhW0iq6HSk�n5Ghp2tbmoiSz_Ot2
-16-0 � 3-0-01 I q-3-/ �
1-60 3-0-01 Y2�9 �
5x6 = 15x< I I Scale=f 32 8
J d
- ,., a
J
u oo u
Jv6 O
5 �
e
�U �
]
�
I '
s, r
e = °
LSx4 II Jxa'= 15ra II
ao_ii a�a
' aoii { tiz.s
PlaleOHSets�(XV)� �3'0-3-020-291
LOADING(psq SPACING 2-0-0 C51 OEFL in �loc) I/defl Lltl PLATES �RIP
TCLL 20.0 Plates Increase 1.15 TC 0.17 Vert(LL) -0.01 6 >999 360 MT20 169/723
TCOI 70D Wm�erincrease 1.15 BC 0.12 Vert(TL) -0.02 6-7 >999 140
BCLL 0.0 Rep Stress Incr Yes VJB 0:11 Hoa(TL) -0.00 5 n/a n/a
8���� 10.0 CodeIRC2006/TPI2002 (Malnx) Wntl(LL) 0.03 6-7 �999 240 WeighL291b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHOR� Sirudurel wood sheathing tlirectly applied or 4-3-d oc pudins, excepl
BOT CHORD 2x4 SPF No2 entl verticals,antl 2-0-0 oc putlins:3<.
WEBS 2x4 SPFS Slud 60T CHOR� Rigid ceiling tlireclly appiietl or 10-0A oc bracing.
REACTIONS (ib/size) 7=278/0-3-8 (min.04-8),5=139/04-8 (min.04-8)
Max Horz 7=218(LC 8)
Max Uplift5=-121(LC 6)
FORCES Qb)-Max.Comp/Max.Ten.-All forces 250 Qb)or less except when shown.
W£BS 2-6=24/292
NOTES
1)Unbalancetl mof live loatls�ave been considerea far Ihis tlesign.
2)Wnd:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.OpsC h=25fi�,Cat.II;Exp B;enclosetl;MWFRS(low-nse)gable entl zone antl C-C
Extenory2)zone;canlilever letl ana nght exposetl;end vertical lefl exposeQGC for members antl Porces 8 MWFRS for reaclions
shown;W mber WL=i.6a plale gnp DOL=1.60 �
3)Provitle adequate tlrainage to prevent water pontling.
4)This Wss has been designetl for a 10.0 pst bottom chortl live Ioad nonconcurtent with any olher live IoaOS.
5}Beanng atjdnt(s)5 consitlers parallel to grein value using AN51/TPI 1 angle to grain(armula. Building tlesigner shoultl verify capacily
ol bearin9 sur/ace.
6)Provide mechanical connection(by olhers)ol Vuss�o�eanng plate at joint(s)5.
7)Pmvitle mechanical wnnection(by olhers)of Wss lo beannq plate capable of withs�antling 1001�upiit�atjoint(s)except Qt=1b)5=121.
8)This truss is tlesigned in'accoidance with Ihe 200fi Inlemational Resitlential Cotle sections R502A 1.1�antl'R802.10.2 anG referencetl
slandartl ANSI/TPI 1.
9) Semwgid pilchbreaks inclutling peeis"Member entl fxily motlel was used in the anatysis ana tlesign of this Wss.
101 Grephical purlm represenla�ion tloes nol0epict Ihe size or�he onenla�ion ol�he putlin along Ihe�op antllor bol�om chord. k�t i j�` ; r /t�
LOAD CASE�S) Slantlartl k �c,�q�F� �}���b�.
4 3 �.. r .;.�« :+}..
> �W �K31 � 7�.:1.r`���.i:
.. �F:" .. fl . �w�.
_ .; PE--17L17222'J =,.
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July 8,2014
� wnar�wc v� m qmr e �n c � r acx i oq ioiv e as m mr i u i a ev a a r .v rya re o u � a m o �n r ss
o q o �a om odei n sn �� oa�qeem oquTw q pi�� nnes ai in � a q a -qioce ia.m i sa q o -qme �es
pl �lepo OIIYI�N �ew Ilh IBI I y� IOpk1eJ� Tp 0 p pib bJigwOn I�XIIY � �IO P �I Yp� fr
o p�g" Ip rep� 011y Il�eOw e 1� Pr f �LIM1 C g I I� B W�gO p p NN51?PI1 LI I � Itl g f � onMM I 0 J[M1 N e Cprs a
AOeto al pessl W kG g IY oll Ib M p 1�IilyG c�q AUtlI II p� ry 1 _'nVd'ep I� 'gl '% 1 UII'lya g t n 1� �p SdIAy 10 1 slnstaller.
pe a 10 p g �dGIXyG rp f�� II � tl 1� 0 �lily II� px ,I� Ox ( ul� "epeg 1 t� 8 b pCe g p IM1¢IR4�� I6C M �
AN51?PIL Forg � Ig�b eag N B4 4 W p1� f U' 1 Q �AY I I. 1 r g ,d 1 ry d I I I esVanlanJ4'g I� �g'co II1�¢I I � O�onollp¢
iac,in iec aHSiRaii in acsi: n n i ��,ei acsi�e�ia o�mw�e��sa��iymm roma.aiameao secn i�.soo�a�:i�y.�.oma�aa�y ¢iai¢a-o:ianaro���m,mero� ENG/NEEH/NGuc
mpo��eo-n�ne�onsne yacFape.ine wns ees9�er or wss aesre�eng neer pba eerinee zs x spednny englneeq k uonne e Woinq oayner onne eolmmq.
Job Tmss TmssType pry rPly HkEgewooe �sevniaoeoiwes�ciay
6Ntl6O1 TGOt GABLE � I iassaz�a
Z J b R M
YXVduIW. MVONESVILLEINd8150 ]03�sOtl1<3013MITehlntluslnes,Inc.MOnJU10]t6sf.2840flPapel
IOSBwJLOgaH_sHFNACZ6051uz_SXO-2u2pyZIZdUVBkZ_SFExCMJqVL33m?2DBSFVLFuz_Otl
6-0-e I .11-11-0 -
61B S98
dx8 II Scal<=19V
2
f.5va II
is.a II
is3d%7 ��
1.5s0 II
Y.Sxd II
L5v4 II
�xe O
Sfi 9 I i H
� 14 3 1 1 021 J
� - 1 0
1 S 1 II
1 �t 5 I 12 ° , t.s . xa' a I
+4 �5 11
5"� q.b 1.SZa I
]x6 II 2fi 2] 529 09 J� a
63x6 II �5R6 II �.� II �Sx< II
0s6 II Bie=
15zC II �Kb I� 3x6 II
Y5x< II 3�5 II �ay II
i Gb8 �11-11-0
6LB SA-B
Plate ORSets IX.V1: 15'.0-4-0 0-6-01,�9:0-1-03 0-0-121 f12:0-i-13.0-0-121 f25:0-2-QO-0-51
LOADING(psf) SGAGING 2-0-0 C51 DEF� in (loc) I/tle0 L/tl PLATES GRIP
TCLL 20.0 Plates Inaease 1.15 TC 0.50 Vert(iL) -6.04 A-5 >999 3fi0 MT20 169/123
TCDL 10A Wmberincrease 1.15 BC 0.34 Verl(TL) -0.09 <-5 >999 240 -
BCLL 00 Rep S�ress Incr NO WB 0.49 Horz(TL� -0.00 4 n/a n/a
BWL 10.0 CotleIRC200fi/TPI2002 (Matnx) Wn0(Ly 0.03 4-5 >999 240 WeiqhL2511b FT=20%
LUMBER BRAQNG
TOP CHOR� 2x4 SPF No2 TOP CHORD SlrucWral wao0 sheathing tlirectly appiied or 6-0.0 oc pudins, ezcepf
BOT CH�R� 2x6 SP 2400F 2.OE ¢ntl verticals.
WEBS 2x4 SPF-5 Stutl'ExcepP BOT CHORD RigiG ceiling tlirectly applied or 10-0-0 oc bracing.
2-5i 2z4 SPF No2
OTHERS 2x4 SPF-S S�ud
REACTIONS (Ib/size) 6=3709/0-1-e (min.0.L9),4=4256/43�8 (min.0-1-12)
Max Horz 6=268(LC 4)
Max Upliflfi=-412�LC 6),4=-4]9(LC 5)
FORCES (Ib)-Max.Comp/Max.Ten.-All lorces 250(Ib)or less except when shown.
TOP CHORD 1-2=-2628/369,23=2618/392,1-6=-2784/354,3-4=-2927/373�
BDTCHORD 6-26=-270/255,26-2]=-270255,5-27=-270/255
VvEHS 2-5=-499f5463,b5=-277/16W,3-5=283/1782
NOTES
1�2-ply imss to be conneded�ogetherwith tOtl(0.131"z3")nailsas follows:
Top chortls wnnected as followr 2x4-1 row at 0-9-0 oc.
Botlom chords connectetl as follows:2x8-2 rows staggeretl al 04-0 oc.
Webs connecle0 as follows'2x4-1 row a10-9-0 oc.
2)All loatls a�e consitlered equally applied to all piies,excep�il no�ea as fronl(F)or�ack(B)face in Ihe�OAD CASE(5)sedion.Ply lo pty
connections have been pmvitletl to distribule onty loads notetl as(F)or(BJ,unless olherwise indicatetl.
3)Unbalanced mo(live loaas�ave been wnsitlered(or this tlesign.
4)Wntl:ASCEJ-05;90mph;TCDL 6,�psf;�BCDL 6,Opsf h=25ft;Cal.II;Exp B;enGoseQ�M WFRS Qow-nse)gable enG zone;canlilever
leR and tlghl ezposed;entl vertiral lefl and nghl exposeQ Lumber OOL=1.60 plate gnp DOL=7.60 �
5) Tmss designetl for wintl loatls in ihe plane o!Ihe iruss onty. For stutls exposetl lo wintl(no�mal to ihe face),see Standartl Intlustry -i <« +ev
Gable Entl Detatls as applicable,or consull qualifietl bmlding designer as perANSI/rPi i: � � � '�t d�
6)Gable stutls spaced at 1-4-0 oc. *,G"''���� fj.17
�)This iruss has been tlesignetl(or a 10.0 ps!boflom chortl live IoaG nonconcurrent wilh any olher live loatls. 1 �'",,T� �'��Y%
8)Pmvitle mechanical conneciion(by others)of Iruss lo beanng plale capatile olwilhstanding 1001b uplitt at joint(s)except Qt=Ib)6=412, ,�� ��rJ.�� ��`{)�";�SP~:
4=4]3. ��� " :� �
9)This Wss is tlesigneC in accordance wilh l�e 2�O61nlema�ional Residential CoOe sec�ions R502.11.1 antl R802.10.2 antl re(erencea �F������'�2F�
slanGard AN51/TPI 1.
+1 ....4.... ?� a n.
10�"Semi-ngitl pitcM1bieaks incWCing heels"Member entl fxity model was used in Ihe analysis antl tlesign ot ihis tmss. .9 �7�1�E,S� '
11�Hanger(s)or othei wnnection tlevrce(s)shall be pmvitletl su/ficient to suppori conwntraleG loatl(s)14081G tlown antl 124 ib up at $s - �� �
&5-12,14081b tlown ana 17810 up.a(4'-542,14081b tlown anG 2321b up al 6-5-12,an0 14051b tlown anG 7661b up at 8-5d2,antl �' tZ .�fyC7(MN�"' !� ���
�14051b�GOwn antl 117 Ib up a� 10-1-12 on bolfom chotd. Tlie Gesignlseleclion of such conneGion tlevice(s)is�he responsibility of �+` F.��- � u �
:X �21
o�hers. �r -t:t ,�L4:.t1�tic�"'
.��l�Jf?1 N I!{tS.M1�:�k.
�onocase�s� sianaard July8,2014
Conlinuetl on page 2
� WARNING PI �� B�ly ' IM1 C 1 �( A k I OB � « 8 p 5� tl a T � M �/cl 0 F J cls t .V tl 5
. h g v � a a i m' irvss
o p o ig nein o�ar n sn i� o3i��er oryM*k a pi� niioe ni m i a re e -e� e ie.m� i esg o� -�a e ies
o� � M d�nr� mb g un gfi po �d P��n e .m a g o� b a�p an n olir � ��n' po �� rpan � r
U ti p" p pa �Ily !1� Oxn Ip qv r� �p vHgg � "�h B IXII p� Ig �p �qN51?PIL L I I � 1a p W M1 �UvN I E�M p Jm b¢rs B
1 mmp2s p k1190 IY �I � q p 1�IHY� urg PEOA �II po ry t "1/Oaa IM"g1 �OIIY4 9� 1 cY In p �dlnY IIM1 I " I llec .��
A4eA alpelm e 10 p B t�IIYb B fl� - II 1 q sIM1� e p GIIY f�� �' ��� �' � I� tl td g t r1�eB kl g0 g ,pe In IRQ1� 19C nJ . .
ANSIRPIL Fo g Ig b areg NI g� p �y 01� f��i2alio ,q 10y I I, I q 01" ry a I I I Ian1en00 g IN '9 IIIM1 I I 1 Od ItFe �•
iec m iec,nNSirtaii,in eesi ummz�yineeis,eiwmrees�euai�com000emsarmyimo z�pn�a�aixmerr secn i�,w.se �d�o-r.�omsnex�yreimea�nmeuaron'�m�aia� ENGlNEER/NG¢c
s��voi ea�in me posne vaceaee.me�mss aesre�e,b�o-uss aesiqn enqmee;�.i.o aernee as a sa��any ena��eep�s Ho.ine e��w'��e oesqner oime e�ne'��q.
Job Tmss TrussType p�y Ply vkegewoaG i56vliaeeo�wes�ciay
IBISJZ]<
B1dU6d]I TG41 GRBLE � �
FROBOIL�, MOORESVILLE,IN�BI50 LOO50dN201JMTeklntlu3lnes.lnc. MonJUI%16'.�439Y010 Paqe3
ID'.59wJ�OgaH_sHFNACi6051ui_S%0-W5cC9vmB0og2MiZHOxSRvXMj5TPPkVTKKVPUnLZ_Ot0
LOAO CASE�S) Slantlartl
1�Deatl+Roof Live(balancetl):Lumber Increase=7.15.Plale Increase=1.15
Uniform Loads(pl�
Verl:1-2=-fi0,2-3=-60,4-6=-20
Goncentraletl Loads(Ib)
Vert:28=4408(B)27=-1408(B)28=7408(B)29=-1405(8)30=1405(B)
A oWARNING PI t� B��Y � �M1 � � �r�Ak IOg 1 IP 8 N151 tlNTe � M Iq 4P Jcl � .Vprytl p 0 � a a � 1� Tuss
q � Ig �q1� OJR� S� 1( �31Q�b .OIyMTk q plie M1llpe JI 1� 1 U g tl B� � N1.T�61 U 9 4 �^8��� I5
W � 1 p �IIrtY� �M1 4 9 fln liql I po 14 Pv�� ' .TM1 e sg s PI I 4 9 UA , h UIIY � IIR � 11 yp R I ,
�N p� Ip p plry ItO�pv 0 Qv elseWM1 a g 1 rl�e9 prgD B p ANSIRPII. L 1 I 1 �4 g al � �4'M I L E p Gme 0¢5
1 r wmpress on Ouchi ng only,n01 br W p nB s1aNIAy C�ec ng RJUdonal IemDOrery rtsVa nY0 aBOnal��ac tg lo'n5ure s1e01 ry�uniy con5lmtl'on's Ne respons�Ilily ol��e�ms -staller.
AdOalo�a�pe�manenl ompmg�slatFlny�recinB ol lne ovemll sirvdure is t�a respansibilpy�ol the Owner,ipe Qrne�s autM1OnzN apm�or I�e BWMIig�esqneq per Ihe IRC.I�e IBC enU
NNSIRPI�, Po�BQ�eialgukanurepOg018 W5�1(¢SlEricelion,QUelAyconVO451o�agetlellveryeredon,la�e�elreslranlanddap 10 �pmnsul�IM1elalesledAOnoll�e +knn
. ir+nmeiec,nrvsvrvii meecsi ,y n � � er ecsi�e�a��comw�amsere�ymm r � �ia i secn �w...:n�e i�y.� �va�r�ew�wM�auaro�'�m�aro� ENG/NEER/NG�[c
s�ppuee'mmeioosaepacxaqe.mei seesq�e+onm a s'�e�enqneer�aisoaemeeesasuecanyene�eep�suorinee�m�neoesqnerounee�m��:
Jo� Tmss TrussType ply Ply Wxagewooe i5gymageo�westGay
B54AIBO1 TG03 GFBLE � �
18�5J1I5
J bR � ! f 11
rwwmw, moontsva�t.irv�atsa ].QOSOq112013MiTeklnCuslries.inc. MonJU10)181C.3020L Page1
I�sBwJLOgaH_sHFNAa6051ux_SXO_HAaNEnp96ovzs8TMl_gSkvvKIkTTOpUU SJni 01?
5-9.8 I 11-]-0
� 5-9-8 5-&e l
<x8 = Scale=1;]1]
]
1.5z9 II
1.Sxd II
14.00 �Sx6 II
u,a II
isxa II
1.Sxd II
'y d�\�
d ae6 0 � � �� 0 9
91 19 1
1 J ]2 �
I 20. I 2
1.Sx4 I � II
'� � i a i ,a
_xa I t- � �� a I .t
:a
46 1 5xC I
al—tt--
62] 38 49 5 d0 31 J2 q
1.5xC Il�x6 II p� II �,Sxd II
1.$%d II 8X8 °
Jx6 �� 3S II 3x4%
ax6 II ,yg II
ax6 I' � 5 9 e N-]-0_�
5-48 59-8
Plate OKSets(X V): f2Etlge 0.1441 f4:0-1-0 Etloel �76:04-O.o-0-51,�25i0.3-0 0-0-121 26:0-2-0 q0-4�
LOADING�psl) SPACING 2-0-0 C51 DHFL in (loc) I/tlefl Vtl PLATES GRIP
TCLI 200 Plateslncrease 1A5 TC 0.40 Vetl(CL) -0.03 5-6 >999 360 Mi20 769/123
TCDL 10D Lumber Increase 1.15 BC 039 Vert(TL) -0.08 5-fi >999 240
BCLL 0.0 Rep Slress Incr NO WB 425 HorzQL) -0.00 4 n/a nla
6CDL 10.0 CotleIRC2006/TPI2002 (Malnx) Wntl(LL) 0.02 5-6 >999 240 Weigh1:2491b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TpP CHOR� StrucWral wootl sbeathing direclly applietl or 6-0-0 oc pudins, except
BOT CHORD 2x83P 2400F 2DE en0 vetlicals.
YJEBS 2x4 SPF-S SWtl'Excepl' BOT CHORD Rigitl ceiling aireclly applietl or 10-0-0 oc bracing.
2-5:2:4 SPF No1
OTHERS 2x4 SPFS Slutl
REACTIONS (Ib/size) 6=4041/0-38 (min.0-1d1),4=2064/0-3-8 (min.0-1-8)
Max Horz 6=268(LC 4)
Max Upliftfi=314(LC 6),4=-139(LC 5)
FORCES (Ib)-Max.Comp/Max.Ten.-All�orces 250(ib)or less ezcept when shown.
-TOP CHORD 1-2=4413/196,2-3=-1472/796,1-6=-0572/754,3-4=4589/i5fi
BOTCHORD 6-27=-258/253,2]-28=-258253,28-29=-258/253,5-29=-258/253
VJEBS 2-5=-041/ifi40,7-5=-140/881,3-5=445/91B
NOTES
i)2-pty Wss lo be connected together wilh 10d(0.131"x3")nails as follows:
Top chorzls connected as/ollows�.2x4-1 mw at 0-9-0 oc.
Bottom rlioras connecletl as(oliows:2x8-2 rows slaggered at 0-5-0 oc.
Webs connecled as follows'2x0-i row a�0-9-0 oG.
2)All loatls are consideretl equally applietl to all plies,except if notea as fmnt(F)or�ack(B)face in.ihe LOAD CASE(5)section.Ply 10 ply
conneclions have been provided 10 dislribute only loatls noled as(F)or(B),un�ess o�herwise intlicaled.
3)Unbalancetl mof irve loatls have been considered tor this tlesign
d)VNnd:ASGE 7 OS 90mph;TC�l=6.Opsf;BCDL 6 Opsf h=25fi;Cat:II;Eip B;endosetl;MWFRS(low-nse)gable entl zone;canlilever
lefi antl nght exposed;end vertical lefl and iighl ezposeQ W rroer.DOL=1.60 plate grip OOL=1.60
5) iruss Gesignetl(or wind loatls in ihe plane of Ihe iruss onry. Por stutls exposetl lo wintl(normal lo ihe face),see Standartl Intluslry x� :t + Cf r�>
Gable Entl Details as applicable or wnsull qualife0 builtling tlesigner as perAN51/TPi i. i��' f� rj
6)Gable sWGS spaced a11-4-0 oc ��y�� aE'.*`"�� !}� �'�
�)This truss hasbeen tlesigneG for a tOApsf botlorrm choitl live loatl nonconcurtent wit�any olher live loatls. z s. � �7 �r;.
e)�_o i�e mechanical conneclion(by o�hers)of irusslo beanng plale capable of wilhstantling 1001b uplift at joint(s)excepl(t=Ib)6=314, � ��-�k:°� f�`�}�'t„.5�,�`':.
L{ .:
9)This iruss is designetl in accortlance with ihe.20061ntemational Residential Code sections R502.71.1 antl R802.102 antl reference� ° �'E.1�``f�7�2'� ��
stantlard ANSI/rPl 1.
. e �
10)"Semi-ngitl pilchbreaks inclutling�eels'MemGer entl fxity motlel was used in.lhe analysis antl tlesign of ihis Imss. .p �.����,�� 1 k. �
11)Hanger(s)or ot�er wnnecGon tlevice�s)shall�e providetl sufficient ro support concentraletl load(s)17031C Eovm antl 121 Ib up at ,. "� �- -±c
0-642;1]031b down anG 1261b up at 2-6-12,3771b Cown antl 791b up at 4-5-0,4731b tlown ane 201b up a� 6-54,an0 47�Ib tlown uw �*�P�at4g"•''.y�`� w��
anG 201b up al 8-5-4,anG 4731b tlown and 201b up at 10.5-4 on Doltom chortl. The tlesign/selection o(such connec�ion dedce(s)is 'b `� '� yG��t'��
Iheresponsibilityofolhers. � y/1f "`�:t ��{,Y:S �.S'`�
�-14tJlI{t!11f;ts'.t?>,..
LOAD CASE(5) sia�aam July 8,2014
Conlinued on.page 2
� WARNING-Ple 1� g�ly 'e t� C sbm� AQ I eg IaIP B p5t�M NT � M I cl� tlF 0 d I .V ry0 g p I J J t 1�5TUSs
0 pD '9MIM1 �JqI 5� �( .p3'1Q�eb 5 OIyMTk tl pl( pIICe UI IM1I U ge 'qIb I1.TM1' I U 94 �0� les � :
mn i po anr� m-a g rm e� i ae�aviaean .ma q pr �i ae en � ieiqm nn' w �� r�an i �
b'N"g� l� po pIlY �N6x I� QV �f u��tl0491 IhOtll�q� g ..p qNS�?PILL1�1 1 IJ g 1' � �dvp I pM � tlme6
1 reo pros W kl'B ly n 1/ b bipl�IXyG Gn0�4�- I� pp ry PanVO g Ib lgt 'n 1�Ilytl �g 51 cl ' q �¢50 �b�OYOlI�e W5 -n5lalle�.
AQUdonBlpermenenl�ultl'ngs�a011y0 Igollbe�ore II � tlre'S0�¢250onsblryop�¢Own���eWn¢(SeN�onzMaBaq�erl�eB qngOesgnerp¢i1peIRCPr01BCe�
ANSIRPI I.ForgenerelguPoancer g NI B�asgnrespa 0111 labncallo ,q 10ymnGol slo g O I ry ereqon Ia�eralrestrenlan4J'agonel0�eanA� M�� �� � d�onoft�e �+
�ac.meiac.nrvsnanmeecsi y�nee�.amirewieemw��e � is.ieqmro �i Ia�a�iamenomsecaai�.:oa�a�:o-y.�omeme�vreiaieem:ianero�-�ro�aro� ENC/NEER/NGetc
suppi ca in me�uesne Pacxe9e.Tne wss oesgner or wss oesre�ena��ee��eiso aernm az e spedeny elymeep is rvor me auimmo oesgner nime emwng.
Job Trtiss Truss Type Oty Ply vuCaaer.00e tae vniage olwesiciay
91LOI6II1 TG03 GABLE � IB�532]5
2 J b R f I f I I
rrtvovi�u, moonmviLLtIN4B150 ].�305pc11�201JMTeklnOUSIneS,InGMOnJUIW1BM]4201I�Papa3
IDSBwJLOgaH_sHFNACZ6051uz_SXO_HAaNEnp96ovzs8TMf_gSkwKIkTTOpUU SJni_01?
LOAD CASE(5) Stantlartl
1)Deaa+Roof Live @alancea):�.Lumber Increase=7.15,Plate Increase=1.75
� Uniform Loatls(pl�
Vetl:1�-2=-60,2-3=-60,4-6=-20
Concentraletl Loads(I�)
Vert:�2�=-1703(B)28=-77a3(B)29=-377(B)30=-473(B)31=-073(B)32=�]3(B)
� WARNING PI �h g��y N� �p � � � pk ktlg¢ 1 (P B N51 N NT (orManulaclureJP d c1 I .V
p . � . . .hae re n n � � i mrs rNSs
�d D 8 4�� �JR( 5� 1� lOO�tIJCe1 :OIyMTk tl pll s�ellbeu5edlorlF 1 4 '
p� � W 011yl N 4 g IIM1 �I t p� � 10 pRl 0� .T� a gnessumplbns IoaOrg d�b9 a il�tl y e0 Id Illf�' po re11 �ypa�culars
Wltlrg� I� � pllly �I� ow II O.v f aul� e0 p 1 �IM1eB Ia g0 9 p/AN51/IPI1.Le�erel � I10 g 1'o p rd'uq 1 0 JU N mCers �
I ompreslnEVCklnBOnly,no11or0ukngzleOlilyLraungA001onellmpmaryreslranVC�egonelMaclnBloMSUresla�IlyUVtlnqcoArvctlansl�erespons�lryollnetmsslnslaller.
FOOdanalperma Ib'p g I�I�yb 'B ��h �II 1 tl 1� apon51�I11yoIIM1eOwneql�ePrne(saN�orizedapen�o�l�eB N' D
AN51?PI l Po I q � � qua ywnlrol slo� tl I' 9 g , ��� �RQ 1� IBC rM �
B g e8 b�Btl g po 011il Y Gdtaf Ip ap ry q p Ialeralreslran�an00 g I� y w III� I 1 t tlilonolt�e �+
See,maiec,Arvsirtvii,m eesib �y�n � �ei eesieeia gcomPo�emsaieqmm r � im wmsecaai�,se�;e vy dea�y2idi¢a'o:�miero�-�mrmaro� ENGINEEA/NGete
�oni��mmepesneueckea=:Tne� aespnerur�mssaes����q'�,ee�pisoaerneaesespe�anye�gneep-sHOrmeemm�ooesre�e�onn<ouarw.
Job Tmss �TrussType Oty pty thpaBewooG i%VmaqeotWestc�ay
iessane
014<186i1 TG03 ROOFSPECIA�GIR�ER 1 ^
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PR00UILD, MOORESVILLE,INd6150 ]�3450dH341JMiTekln4us�nes,Inc.MonJu10]iflA<31201<Paget
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t9-0 2�i 8.112 � �141.1 � ,S1-BI16I.9
�16�0 16B 595 S}5 1-60 80�
dzB II Scele=169.6
a
u.oa iz
a ii
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z� i s a.e o
� � � 10-4 � 6�
t
� 1215 16 1] �� 18 19 �� ����
1J 12�0 ij 13x12 — 12w20 �\9
Jal2 �/ 3xt2 O .y
ia.00 ix e
a.io �i
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Fi�4+zs�l � _" �e il sia�
iso iae sss � sss ioe iso
PlateORSels(XVI'_4'� .Edae0-2-01189-4-00-2-01 f10:0-5-4.0-7-01 f12'0-5-40_7-0� Itd'0-4-00-2-0)
LOA�ING(psO SPACING 2-0-0 CSI DEFL in poc) I/tlefl L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC 0.83 Ve�(LL) -0.14 10-71 �999 J60 MT20 169/123
TCDL 10.0 Wmberincrease 1.15 BC 049 Ve��TL) -0.3370-11 >579 240
BCLL 0.0 Rep Slress'Incr NO WB O7d Horz(TL) O.fi3 B n/a n/a
BCDL 1�.0 Code IRC2006/rP12002 (Maldx) Wntl(LL) 0.10 71-02 >999 240 Weighf:3421b FT=20%
WMBER. BRAqNG
TOP CHORD 2x4 SPF No2 TpP CHORD SWdural wood sheathing Cireciry applieG or 3-10-0 oc pudins, except
BOT CHORD 2x6 SP 2400F 2.OE'Ezcepl' entl vertirals.
1412:2x8 SP 2400F 20E B07 CHORD Rigid ceiling tlireclly applied or 10-0-0 oc bracing.
WEBS 2x4 SPF-S Slutl'Excepl'
144,7-8:2x6 SPF No2,4-11,570,3-72:2x4 SPF No2
2-12,7-9,640,7-13:2z35PFNo2 '
REACTIONS (Ib/size) 14=5635I0-5-8 (min.0-1-8),8=5521/0-5-8 (min.0-1-8)
Maz Horz 14=2fi2(LC 3)
Max Upli(�14=-305(LC 6),8=-302(LC 5)
FORCES (ID)-Max.Gomp./Max.Ten.-All forces 250 Qb)or less excepl when shown.
TOPCHORD 144=5248/394,1-2=-9607/681,23=-/6758/1127,&4=-5771/389,4-5=-5770/d2],
5-6=-06286/849,6-7=-9381/492,7-8=-5132/292
B07 CHORD 13-14=398/395,13-15=-878/8154,12-05=-912/9218,7246=-903/9560,16-07=-903/9554,
11-17=-903/9548,11-08=A95/9613,7849=-096/9619,70-09=-496/962fi,
9-10=362/8185
WEBS 4-11=-507iffi39,5-11=-6050/472,540=-355/9048,3-01=-5982/652,3-12=423/8932.
243=3768/202,2-12=-383/4851,6-9=-3996/199,7-9=-262/5759,6-10=-284/5088,
1-03=38d/5910
NOTES
1)3-ply Wss to Ge conneUed logether wit�10tl(0.731"x3")nails as lollowsi
Top rhortls'connecled as tollows 2x6-2 rows staggered at 0.9-0 oc,2xd-1 row at 0-&0 oc.
Boltom chorGS mnnecled as follows:2x6-3 rows staggered at 0.5-0 oq 2ze-2 rows staggered a�0-4-0 oc.
We05 connectetl as�oliows:2x4-1 row at 0-9-0bq Exwpt memEer 10.5 2x4-9 mw at 0-B-0 oG member 12-3 2x4-1 row a�0-8-0 oc, y�i e{�� i� ttpx�, . G
2x3-i mw at 49-0 oc.
2)All IoaCS are consiGeretl equally.applied lo all plies,except i!noted as(mnl(F)or back(B)�ace in Ihe LOAD CASE(5)section.Pry�o ply .�i ��� �¢; �.r�t'`� I
wnneclions have Oeen pmvitletl fo tlis�ribute onty loatls nole0 as(F)or(0).unless otherwise inaicaled. � � � '[:4,�Tic '�'�"�''�rr,,
3)Unbalance0 mo(live loads have been consitlered for this tlesign. h ^^,;� �rt . �4 ,,
+L' �".:`� .�'
4)Wind:ASCE]-05;90mph;TCDL=6.OpsfBCDL-6.Opsf;h=25fi;CaLJC Exp B;enGOSeQ MWFRS(low-rise)gable entl zone;canlilever rF-� ���y2�J •�
left antlnghl exposed;end vertiral le(t and nght exposetl;W mber�OL=1.60 plate grip DOL=1 60 - . -
5)The Fabdcation Toierence at joint 12 0%,�joinl 10�0% � , '
6)This Wss has�een tlesignetl for a 10 0 psf Ooltom chord live IoaG nonconcurrent wilh any other live loads. '4 a $iA�E Qr �•."1' -
7)Beanng al joinqs)14,8 consiQers parallel to grain value using ANSIRPI 1 angle m grein formula. 6uiltling designer shouitl verity '<` -
capadtyofbeanngsurtace. O.� FA���yM4 ,,,y�'I��w`.'
8)Provitle mechanical conneclion @y others)of truss to beanng plate capable o/withstantling 100 Ib uplifl at joiN(s)except Q1=16�14=3�5, �� �'M � a� 'w�
8=302. hffJ .:Itif AtY„Y4 Gti�'
9)This iruss is Oesigned in accordance wilh Ihe 20061nlemational Resitlential Code seclions R502.11.7 antl R802.102�antl referencetl (F���tl�)tp t�'Stt�
sianaam nNSVrai i. July 8,2014
�bV11i54�9619�&f�pbreaks inclutling heels"Member end fxity moCel was usedin ihe analysis antl aesign of this iruss.
� WARNING�PI 1� B��Y 1� C 1 f q k I Og 1 IP B q51 M NT I M � 1 OP J q I .V 0
o . � . . . . .h q p i �m e a in r ss
� o g aino�qi sn i� .oaia�e� .oiyµrk n oii nuce ei m � a qe q� e< ia.m' � a rees. a� ies �
q i po oinvi m a a nn i s� � w �e o�+�n � .m a q ,6p a a o an i n�iv � iin� po - �� ro n �r B
e w c- �� ro ein nn w. �n o„ r m i e e m in e a�ce g p nHSUrvii. �� i � �a p r nssn �e'Na i � „ern a e o
i � aess d.kr e �r �� e b q i or�wn rw.Aaeni n po ry m.a�va q iae'q� - �eiqa e � n �m p �mmy nn �tiss�nsuner.
AUOM Ipe �a Ib q'g �bl0yb 8 IIM1� II 1 tl 1� OansLllyo�l�eOw 1� Qv � Iry 'M B � �� B p B� 9 , ��I�e1ftC Ipel9Cana
ANSIRPI L Forp Ig p � �¢g N'gp �p po 5eN I G' 1 pualnymnlmi sloe.q 4 I" ry a I I I 1 'IenUJ p 10 '0�onsullt�elalesleedonolNe ��
SftCIM1¢IBCANSIRPII,I� BCSIS ry6� 1 U/ BL9(Bq'B�mynen�5alelylnlo I ) IOltiv SBC21 .GU�q �ry. eqenymlale0'ns�ellelon'nb�malon ENGINEER/NGttc
pple�nl�ejoL5tle0acka9e.The1 SUesgne�ot�ms OSpnengnee��elSOUefneJeseSpecaXye�gnee�)'SNOT1�¢BUId'ngpesgne�oll�eDUWMp.
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NOTES
11)�Hanger(s)or olher connection tlevice(6)s�all be provideG suKUent m suppoh wncenlrated load(s)/4091b tlown antl 58Ib up at 7242,1409 Ib tlown antl 601b up at 4-242,
14091b tlown and 821b up at 6-2-12,74091b down antl145 1b up al B-2-12,1408 1b tlown and Bfi Ib up al��70-2V 2,and 1408 1b down antl 62 1b up a� 12-2-12,anC 1408 1b
Gown ane S61b up al 14-i-7 on�o�tom chorQ The tlesignlselection o�such connection device(s)is the responsibility of others.
LOAO CASE(5) Stantlard
1)Deatl«Rool Live(balancetl)'.Lumber Increase=1.15,Plale Increase=1.75
Uniform Loads(pl�
Vert:1-A=-60,4-7=-fi0,12-ib=-p0,1042=-20,8-00=-20
Concenl2tetl Loatls Q0�
Vert-10=-1408(F)77=-7409(F�15=-1409(F)16=-1409(F)17=4409(F�78=-1408(F)19=-1408(F)
A WARNING PI IM1 gMy¢ �p C 1 f A k I OB � �P B N SI M N T 1 M f cl J P M tl 1 .V fyU g pa m9 M� atl 1 on l� TmEs
D q � I B tltM1 DJR Ie n 5� 1� .4ItI)bel :O IyMT h cl pl t �OCe tll I� 1 0 g 4 '8� 0 Iq:TIf Im desg 0 '�g'Owfes � .
p1 l pa binYl�lh tl 9 11� "81 1 po le ptl¢pb '.T� 0 g pl I aU 9 41 5 5 1aEIlY � It� po e 110 6 Y0a? ler e
�b 9� �� Po �IM ��h �' �� Pv ( u�� eJ 0 M IM1eB MiqDe B 0 ANSIRPII.L1 I 1 IJ q ( 55� -Ovpu I � �M �Nm Gers
(�comp¢s W M B .�Y �� 0 k'g �bIXyU �q HdJI II � ry � 'Vd 0 ��" �B� rt 1 bl'IyU B� � C SIM1 rt� 'IpIAy 11� 1 - lall¢r.
Atl01 Ipeim Ib q'g IatiltlyY �p Y109 all � d I� rt p �IXy II�eO.v ,I� Ox ( N�orietlap¢nlort0e8 F98� ✓d Ce�� IRC,1� 18C ne
ANSIrtPIt Fo B �9 banp¢�¢p �p pd IB W Gln ��f qication puelAyconlml,slo B 4 �� O' �d n IaleralreslranlenJ4"B �a -3 �sullNelaleslea�onoltpe ��
iacm iec,nr+sirtanmeacsi �m�rv�neei:.amirecsica�amecomw�emsaieirmro .iro�la�aiameo-omsecnmww...:oum���nPome�oa�rreiaim���unaro���m,maro� ENGINEER/NG![c
supoi ea in ine pesne paaaee.me imss oesqner m wss oesqn e�ineer�aiso aernee as a spenany e�9mee�7 is rvor me ammme oesqne�onne e�unmp.
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a-i-o � ios-a � it-ze
4-0-0 65�0 �1-1-B�
0�B = Scale=L55]
� Z.
— 1-2
I
�4
t1➢0�
1-
/ a
� �
/6-B 10 5 6
ex18 II 11 3x6 ��
10x10 �� 3
� a
iioo iz u
��
e.e�- Ss.s =
e
3rt II
a-0-0_ S.a42.� IDd-0 1�)�
a-i-o i-a�z s-ve t-i.e
Plate OHSe�s(X V): 12:0-542 0-2-121 14 0-8-0 0-0.61��5_D-4-0 0-5-121
LOADING(psQ SPACIN� 2-0-0 C51 OEFL in (loc) I/tlell Vtl PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC OJ4 Vert(LL) -0.07 6 >999 360 MT20 169/123
TCDI. tOD WmOerincrease 1.15 BC 0.65 Vert(TL) -0.17 6 >7B2 240
BCLL 0 0 Rep Slress Incr NO VJB 076 Hoa(TL) 0.30 4 n/a n/a
BCDL 10.0 Gotle IRC2006/rP12002 (Matnx) Wntl(LL) 005 6 >999 240 Weig�1:2321b FT=20%
LUMBER� BRApNG
TOP CHORD 2x4 SPF No.YExcepl' TOP CHORD SlrucWrel wootl sheathing tlirectly applieQ excep�entl verticals,antl
1-2:2x6 SPF No2 �2-0-0 oc putlins(fi-0-0 max.):1-2.
BOT CHORD 2x10 SP No.1 BOT CHORD Rigitl ceiling directly applietl or 70-0-0 oc bracing, Excepf
WEBS 2x4SPF-SSWd'Excepl' 6-0-OOCbracing:l-8.
1-8,2-6:2x4 SPF No2,.3-6'2x3 SPF No2 VvEBS �1 Row at mitlp� 1�
REACTIONS Qb/size) 8=2875/0-3-8 (min.0.1-8),4=2607/0-3-8 (min.0-1-9)
Max Horz 8=267(LC 3)
Max UpIIttB=-62(LC 3),4=180(LC 8)
FORCES (I�)-Max.Comp.IMax.Ten.-All(orces 250 Qb)or less excepl when shown.
TOP CHOftD 1-8=-2316/152,Y-2=-1643/130,2-3=-4727/461,33=-4325/331
BOT CHOR� 8-9=-394A90,940=-100/368,7-00=-156/882,&7=466/1190,641=-349/3972,
11-12=-29719323.5-0 2=-232/2669.45=-228/2802
WEBS 1-7=-95/2772,2-]=-815/213,2-6=-016/4182,36=176/459,3-5=-220/335
NOTES
1)2-ply Iruss to be wnnecte0logelher with 10C(0.131"x3")nails aslollows:
Top chords connectetl as follows:2x4-1 row a10-9-0 oc,2x6-2 rows staggeretl at 0-9-0 oc.
Bottom chords connecteU as lollowr 2x10-2 rows slaggeretl at 0-7;0 oc.
Webs connectetl as bllows�.2x4-1 mw at 0-9-0 oc,2x3-1 mw at OS-0 oc.
2)All loatls are consiaeretl equally applietl m all plies,excepl if nafed as tmnl(F)or back(B)face in Ihe LOA�CASE(S)seclion.Ply lo ply
connections have been provided to tlislnbule only loads notetl as(F)or(B),unless otheiwise intlica�etl.
3)Unbalanced mof live loatls have been consiAeretl for ihis tlesig�. �
4)Wind:ASCE 7-05;90mph;TWL 6 Opsf;BCDL 6 Opsf;h=25fl�,WL II;Exp B;enGoseA;MVJFRS Qow-nse)gaEle entl zane;iantilever
le�and n9ht exposed;entl veNCal IeB antl nght exposeQ Lumbei DOL=1.60 piale 9np OOL=1.60 t � �t r p
5)Provide aaequate tlrainage to prevent water pontling. y��l � t
6)This Wss has been aesigne7 for a 10.0 pst bollom chortl live IoaO nonconcu�rent wi�h any o�he�live loatls. k'*�`y }tJ?Y�}� �J�(j�L'
7)Beanng at joint(s)8 consitlers parallel to grein value usinq ANSI/iPl 1 angle to grain formula. Builtling designer shaultl verity wpadry .�x "`� "�a �"���t
ofbeatlngsurtace. ���� ��.;.�t�.�
B)Pmvide mechanical wnnection(by olhers)of tmss to Eeanng plale capable of wilhstantling 700�b upli(t atjoint(s)0 except(jt=1b) YE-�1 I��7�eJ �
4=180.
3
9)This iniss is tlesi9netl.in accortlance with Ihe 20061ntemational Resitlan�ial Cotle secfions R502.11.1 antl R802.102 antl referencetl � n .�
stantlartlNN51/TPI1. ,� = g�h�� � :��M1
10j"Semi-ngid pi�c�breaks inclutling heels"Mem�erentl(xity moael was usetl in ihe analysis an0 aesign of Ihis iruss: � .� �;i �
11)Graphical putlin represen�alion Does nol Gepicl the size or ihe onenlation o/lhe putlin along t�e top antllor�ottom chorG. �°Z f'��(nT�' �?�$'
12)Hanger(s)or other connection device(s)shall be pmvitled suKcient to support wncentratetl loatl(s)BW IE down at 1-&12,9201b rr �`� �^ �°�y-
tlown and 10fi I�up at 3-642,9201b tlown antl 1081b up at 5-442,and 920 @ down antl 107 Ib up al 7-612,antl 9201b tlown and ��ijj,4'f�-� A1�;�4}�.�t�
101 Ib up at 9-6-12 on bottom chortl. The qesign/seleclion of such conneclion devlce(s)is ihe responsibiliry of others_ �t�1il� i iil�kn+
���pB.§g�e5jendard � July 8,2014
� wnaNiHC'vi in pmy � m c i rex ieeq iic ensi emrermsro,Ma��ieaureevoaa r .v rya q pe nrsaiareaanmesoninsTmss
p g O 'g 41� DJRI Sn 1� �.031�)be� .OIyMRk � ct pllssnellOeusNlorl� 1 tl g 4 "ql p IW iT IussOesqnJrawnglnOrales
pl f po �lilyl 0 E IB It� "pl l po� IO0�4� ' T� d qnassumplbnsloaarp On p01ry M Itn�omponenllorenypa?cular �
� q�q h I� p� O llly I I� Ow 1� Qv 15 �1�tl tl g I 1� B A'�g 0 8 peMN51lIPI 1 Le�e� I 4a 10 q 11 S 5� M'rk el wep a�M c�oN m¢mCers
1 wmprts p kl B ly 11 O IMI9 ��Ilyp g AJtl?-� 11 � ry 1 'nVd"g IM �gl � 1 pl'ry0 B � n � �� QWO �OIAy IN 1 s'nslalle�
Atltll nalperm Ib'q'B 1�lilyb sq ��p II I tl ' I� espo plly II� Ox ,1� CW f 1� �ttl g 1 1� 8 kly� q pe 1� IRC,1� IBC d
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LOAD CASE�S) Slandard
q Dead.Roof Live(balancetl):Wmber Increase=1.15,Plate Increase=l.i5
Uniformtoatls(pIQ
Vetl:1-2=-60,2-4=-60;6-8=-2�,5-6=20,4-5=-20
ConcenirateG Loads Qb)
Vetl_8=-920(P).9='89](F)70=920(F)11=-920(F)12=920�F)
A waar+irvc-ei m pniv ' in c i r n x �eae -� i i e as� e mr i m i i reoa e c r .v rye sg o . .e e � m tuss
o � o iaemo�a � nsn �� .oaiqei oiym�x nv�� nnce eimi oree �p� o ie.m' i aqa ��aies
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� b b- �� W �Illy II� Ow I� Ow ! � tM1 e p �1 I� 8 MI gDe g� p qN51?PIL.L-1 I 1 Id p ( M1 '�pvb I � e n Ume 0 s ,
! npres W kll B ly n If �ub p�l blily� rg AdJ� � II po ry IrenVd p IE 'gt 1�Ilytl ng 1 tl ' 1� iesp 'plAy ��� Ims 1 Ile�.
hdddonel pe�manenl W IO ng s1a�IlAy��ac ng ol��e ove�all slrvdvre rs IM1e respons Ol ly ol l�e Own¢r Ihe Pvne(z aulM1OnzM a8en�o�I�e 9u q'nq OeslpneL pe�IM1e IFC��e IBC enU
NNSIRPILFOB algutlan¢r¢p d1�Bd�ignrcspa OIIeS,laMkallon,yuelilycontmislo 8 tll' ry,eretlionla@�aIRS�ran�enUOag Ib 'np,con5u110elaleS�eJAqnoll�e
ienm�iec.nrvsirtvi�i,ineecsi mm�rnee�s,a�ei ecsi�ema��qcomw����saimrmio r � �iaeie«omsecnai�..�od�a�sn. � �aM�e�a��a-�:ieuaro����m�aro� ENGINEER/NGuc
mppueo m me pnsne pacxaye.me wss eesqner or wss eesg�e��nee��aiso aer�m as e s�aany er�q�neer�m Hor me ewa�nq ozse�=�oime ouao��.
.b0 Tmss TrussTypa pty Ply Wetlaewootl tesvivaaeolWestciay
1005398
EI�A18611 TG05 GABLE ��
2 I b R t f Il
PROBOILD, MOORESVILLE,IN�<6158 L�3050dp301JMiTeklnUUSlnes.Inc. MOnJU10]1B:44J2201/Page1
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-0.6.0 1-6] 8-3-01 .14-1-0� ifi-]-B '1&1-0
1-6-0 lfi-1 59-5 59-5 ]81 16-0
a.e= scaie=i vta
�
vsxa II
tsxa II
1Sxi II
tsxa n
16C6'��z isxa li
n a ai
aw�i + a i o
1 6 21 2 2J 3i�6.\
� 5
�
Ca6 �� t'Sx�n�v{7i—�U1 5x�I Ox6 �
� �� Bx8 = i� 1.5rd IIg 5
� 1.SxC II <*B= Brt0 = � � ^'
1
1Q00 � g
12
jRp II
2ad II
�2c4'7 � B-]-0l ia-74 I 16).8 �
�3-6�] S95 S35 26-]
PlateOHSels(XY): 12:0-2-020-1421 f4£tlae0-0-14116:0-2-120-7421
LOADING(psQ SPACWG 2-0-0 CSI OEFL in (loc) I/de0 Vd PLATES GRIP
TCLL 20.0 Plafesincrease 1.75 TC 0.19 Vert(Ly -0.0J 9-10 >999 360 MT20 1691123
TCDL 10A Lumberinuease 1.15 BC 0.17 Vert(Ty -0.07 940 >999 240
BCLL 0.0 Rep Siress Incr NO VvB 023 Horz(TL) 0.14 8 n/a n/a
BCDL 100 CotleIRC2006/TPI2002 (Matnx) Wind(LL) 0,0310.11 >999 240 WeighL2391b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHOftD SlrucWral woo0 shealhing directly applietl or 6-0.0 oc purlins, excep�
BOT CHORD 2x6 SPF No2 enG venirals.
VYEBS 2x4 SPFS SWd'Excepl' BOT CHORD Rigid ceiling tliredty appliea or6-0-0 oc Oredng:
6-9,2-01:2x3$PF Nol2
OTHERS 2x45PF-SSlutl
REACTIONS (I�ISize) 12=]52/0-5-8 (min.0-1-8),8=752/0-b8 (min.0-1-8)
Max Hoa 12=2]2(LC 5)
Max Uplifl 12=59(LCB�,8=-59(LC 7)
FORCES (Ib)-Max:Comp./Max.Ten.-All lorces 250(Ib)oNess except when shown.
TOP CHORD 2-12=-648/92,2-3=-1712/288.3-0=-676/46,4-5=-676/85,5-6=-1712I0,6-8=-648I0
BOTCHORD 1142=-326/423,10-11=-359/1003,9-70=0/1003
lhEBS 4-00=0l528,5-00=-662/53,5-9=0/738,6-9=017 34 2,3-10=-662/340,3d 1=-302/812,
2-11=-211/1342
NOTES
1)2-ply lruss lo be connected logelher with 10d(0.131"x3")nails as(ollows'
Top chortls wnnecteG as lollows:2x4-1 mw a109-0 oc. �
Bollom chorGS connecletl as(ollows2x6-2 rows stag9eretl at 0-9-0 oc.
Webs wnnectetl as follows:2x4-1 row at 0-9-0 oc,2x3-1 row at 0-9-0 oc.
2)AIi loads are consitlered equally applied lo all plies,except if notetl as fmnt(F)or Oack(B)lace in�he LOAD�CASE(5)section.Ply to ply
conneclions have been provitletl to tlisinbute only loatls notetl as(F)or(B�,unless olherwise inaicatetl.
3)UnbalanceC roo(live loatls have been consitleretl for IM1is tlesign.
4)VJnd:ASCEJ-0Sj 90mph;TCDL 6 Opsf;BCDL 6 OpsC h=25fl;CaL II;Exp B;enGOSea;MWFRS Qow-nse)ga�le en0 zone antl GC
Extenor(2)zone;canlilever left and nght exposed entl vertical left antl nghf exposeQGC for membeis and brces 8 MWFRS!or �i� � �� t+trr
reaclions shown;Lumber�OL=1.60 plate gnp DOL 1.60 �,ti��'" �_��-�y�f tjiy
5) Truss aesignetl for wind loatls in Ihe plane of the;lruss only. For slutls exposea to wind(normal lo ihe/ace),see SlanaarE Indusiry �� 3�^, t 44 �i..
Gable End Details as applicable,or consull qualified building Cesigner as per ANSI/rPl 1. � � �r'��4 Tx'�f�."f};?�.
s)Gable sluds spacetl al T-a-O oa i �,..�?r t;�Yy�SY* �-
7)This iruss has been designetl(or a 10.0 psf boVOm chorG live load nonwncurtent with any olherJive loads. �' %� � �
8)Beanng al joiN(s)12,�8 mnsitlers parallel to grain value.using ANSI/rPl 1 angle ro grein formula. Buiiding aesigner shoulG verdy � �'�'���`f��2u. �
wpacity of beanng surtace: � . «�� �
9)Pmvitle mechanical connection(by others)a(Vuss to beanng plate capable of withstandinq 1001b uplip at joint(s)12,8. $TAt C t IF ��-�
10)This Wss is designetl in accorCance with Ihe 20061nlemational Resitlential Cotle sections R502.11.7 an0 R802.702 antl re(erenceE ^� �i
slandartl ANSI/TPI 1. .°� �' I�'(?(A"Z�' '''� �""
11)"Semi-rigi0 pitchbreaks including heels"Member end(xity moael was useE in ihe analysis and design a(this iruss. `'r� . ' is ��.:�4�
lOADCA5E1S) Stantlartl dX��tr?Ji1ilt fit:ti`i+t` .
July 8,2014
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AtltlXOnalperm IUUA�'q I411yU rg fl� ve II I tl� ' �M1 e po �fly II�eOwnet�M1eOxn¢fSaW�atlxeJagm�ort�e9 p BO g qpe I�eIRC I�eIBCana
RNSUrPl1. Fo g a�pubdnLPrep N gU 8 po �IA ,1 tl�ca�10 p lily 1 I,S�Oag 4 I¢ry Pretl'on IalPfel!¢51lenld Otl'g elMaCnA��SUI11hGlel¢51¢OitOnOI1�P '"
iac,meiec.nrvsirrPii,meecsi m:�ysnem:.a�erorecsica��amecomw�=��sakqmi r �e.eieme��msecaai.mwso'e ey.�ma�ce�yreiame��:isuaro���mrmaro� ENGINEER/NG��.c
s�ppree m me joosne oacxage,rne wss aesgne,o,w:s aesqn ena�neer�aiso een��c es e soeczn�e�e��e=0��Nor me a��m��e oesrene.onne e�ue'�ng.
Job Tmss TmssType pry Ply weeaewooe �sevmageo�weflcby
81�C166]1 TGOB GABLE 2 �
IB�SI1ig
JobRa reCwfooti4na11
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16.58wJLOgaH_sHFNACi6051�5X0-0ssi?GpiR16UqKS21nXN3NX0�4mIgE5wF%D6v6z-0sy
r�-��� <-9J _� � &bB I
�4G0 4-9-0 4.9-C
Jsfi I I Scale=1:85.6
1.SxI II 5
�,yp�001 II
Ibx4 II
' 4xfi 4 �a_
11 J
Ja� O �
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�
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4x0 II CM=
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9-fi 8
96B
LOAOINfi(psQ SPACING 2-0-0 CSI DEFL in Qoc) I/tleil L/0 PLATES GRIP
TCLL 20.0 Plateslncrease /.15 TC 0.55 Vert(LL) -�,07 6-7 .>999 �60 MT20 1fi9/123
TCDL 10.0 Lumberincrease 1.15 BC 0.36 Vert(Ty -0.73 8-7 >eb9 '140
BCLL 0.0 Rep Stress Incr NO VvB 0.83 Hoa(fL) -0.00 6 n/a n/a
BCDL 10.0 Cotle IRC2006/iP12002 (Matnx) Wntl(LL) 022 6-7 �507 Y40 Weight 1081b FT=20%
LUMBER BRACING
TOP CHORD 2x4BPF No2 TOP CHORD SWdural wootl sheathing tlirecity applietl or 6-0-0 oc purlins, except
BOiCHORD 2x6SPFNa2 endvenirals.
WEBS 2x4 SPF-S SWtl'Except' BOT CHORD Ri itl ceilin tlirecll a lietl or 10-0-
9 9 y pp � 0 oc bracing.
5-6:2x4 SP NoA WEBS 1 Row a�midpt 5-6
07HERS 2x4 SPF-S Slutl�'EZcep�'
8-10:2x4 SPF No2
REACTIONS (Ib/size) 7=350/0-3-8 (min.04-8),6=262/0-1-8 (min.04-8)
Max Horz 7=437(LC 5)
Max Uplif�1=-225(LC 3),6=-552(LC 5)
FORCES (Ib)-Max.Comp./Max.Ten.-All foroes 250(Ib)or less except when shown.
TOP CHORO 2-23=-85/366,23-24=-67/3fi1,3-24=-85/343,&25=-54/361,4-25=-]O1349,
2-7=-163/380
�BS 4-6=-154/298,4-7=547/31
NOTES
1)VNntl:ASCE 7-05;90mph;TCDL=6 Opsf;BCD�=6.OpsF h=25ft;Cal 11;Exp B;enGoseQ MVJFRS Qow-nse)gaEie end zone;can�ilever
lefi and ng�t exposed;end vertiral lefl exposed;Lumber DOL=1.fi0 pla�e grip�OL=1 60
2) Truss designetl for wintl loatls in ihe ptane ot Ihe Iruss onty. For sWtls ezposea�o wind(normal to ihe�ace),see Slandartl Intlusiry
Gable End�etails as applicable,or consall qualiOeC builtling desi9ner as per ANSI/rPl 1.
7)Gable sWGS spacetl a�1-4-0 oc.
4)This W ss has been tlesignetl for a 10 0 ps(bottom choN live laad nonconcurtent wilh any other live loatls.
5)Beanng a�joint(s)6 considers parallel to grain.value using AN51/TPI 1 angle to grein(ormula. Builaing tlesigner should venty capacity
of beanng surtace.
6)Pmvitle mechanical wnneqion(by olhers)ot truss to beanng p�ate atjoinrys)6.
'!)Provide meclianical connaction(by,olhers)of truss to beatlnq plate capable o(withslanding 1001b uplifl at 7Wnt(s)excepl(j1=1b)7=225, � �;!li3tt tr. �
8=552.
8)This Imss is designetl in accorCance wilh ihe 20061nlemational Residential Cotle sections R502.11.1 and R902.102 and reterencea }w���5�����F( ��>i�
slandara ANSI/TPI 1. � �L��x��t T ? 1'��X�'
9)'Semi-rigid pilchbreaks incluGing heels"Member en0 fxiry model was useG in Ihe anaysis antl Oesign of ihis iruss. �, ,;, f� ���+�
70)Hanger(s)or other connection tlevice(s)shall�e provitled suKaent to support concenlraletl load(s)52 Ib up al 1-7-0,antl 58 Io up at :�`�4�
2-0-12,anGbB'Ib up al 4-042 on top chortl;and d Ib tlown ana 31 Ib up at L7-1,81 Ib up al 2-0.12,$1'Ib up at 4-0-12,antl 1361b up �E[i(�t2°2Pf =
at 6-042 and 1361�up at 8-042 on botlom chord. The tlesigNSelection ot such connedion tlevice(s)is ihe responsibility olothers. � �
m .
11)In Ihe LOAD CASE(5)section,IoaGS appliea to Ihe face ot Ihe iruss are noletl as(mnt(F)or back(9), .b � ST����� �+p&,,--
LOND CASE S Standard '� � i,q �� "'
1)Dead+ROOf'Live�balancetl):Wmberincrease=7.15,PIalelncrease=1.15 r^'��� 'lj"�iqCP� ��:
Umfarm Loatl6(pip �fi w�f4�,�Nj_u� tpli�4
�`F:
VeR:1-2=-60.2-5=-60.6-7=-20 �.•t111/713ifl:tiil''.�
Continuetl on page 2 .1��Y 8�2014
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AN51?PI I..FOlB �g +1 ere8 b Btl g ���pJ M1lil I OrlGd� q�I�y � 1 I 1 p E I' ry, d .I 1 I � 1 '��an001 p IM "g ryt� I I 1 �ilonol�lle
Sec.m� iec nNSnaii m ecsii n n i ' ei ecsi�a ia ac� ao �s�ryi� �m l i ni o-o seca��� .eu e �rv. a�aa�yreiam��sianero��om,mero� ENGlNEERING«c
rvi�eo�me joosne oadaqe.ma wss oesqner or ws e sre�e�q neer�a�o oernea as e spefany e��eep's rvor me eu ioina oesq�e,mms e�m��.
roo Truss TmssTyva pry Ply Nkagewooa taevi0aaeolwes�c�ay
91«18d]t TGOB GABLE p �
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�IDSBwJLOgaH�_sHPNA¢605WZ_SXO-0ssi?GpiR1BUqKs21nXN3NXOD4mIgE5wF%O6v6z_OSy
LOADCASE(S) StanGartl
ConceNratatl Loads Qb)
Vert:23=52(F)24=24(F)25=24(P�2fi=4(P)27=19(F)28=19(F)29=43(F)30=43�F)
� WAftNING PI 1� gply ' IM1 L � ( q h I tla � Ip 6 1N 51 M N T I M I � U P 4 cl f ,V
p . . . na y w �e na ee � �n r s �
yore eo�node� sni� ,wiqcem :oiyMTx aoi� nnee aiini age �qin iam' � aaa ��e' �ss
�o� � � orryi m e g nn ��i�� � iao�+en �'.m a g p ba a en �ony e im� oo rt ypan l ,
e u 9' @ Hn erry rm w, m ow r �m e q m �m e a'p oe g y nHSVian.�� � � fe g r n �eNa � o �a n a m e s
I mpres � hf g ry 11 O 11�'�g �bl�yp y qUJXI It po ry � "nVaag Id "g� " t blryp �g 51 c1 ' Ip p Ipll�y I�� Ims -slalle�.
AUJAI alperm I� p'B �dl0yb ip fl� er II 1 q "�I� repa plly Iln Ow Ip Orv f 1� � 4 g 1 1� B q BO g ,pe IneIRC't�elBCantl
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iaqin iec.nHSrta�i m ecsis �y neeis,-ammrecs�e�ie��comw�emsercymmm,arome�aoaoiei�omsacnai�.w.�e m����y.boma�an�yreia�m��:�auaro�-�mrmeno� £NG/NEENlNGc:c
s�poi'eo m me joosae packaqe.rne wss aesqne�onmss aesqn ena��eer�aiso eer�ea as e speciany e`ymeep�s r�or me e�ue'��a oesqner aime e��u'��.
Job Tmss TrussType Oty Ply vrtegew000 teavinageoiwes�ciay
BI4416Q1 TGO] HIOGINer � 18�50280
2 J b R f f 1 0
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�t-6-0_� )-]45 14- . . .
31 3111-0 23-SO
1-SO ]-]45 6]-P ]-0-15 1.fi-0
� Scale=1:03.0
� 6M= 0�8 = . .
� 4
a�
e.sa iz
� 6 q
ai i� e y
Sa6 �i Sx6 J
3 5
I !
� ]10 6 rv_
5-B .p
9-11 0 y.9
11 1J 10 9 �t4 15 0 i6 P
�� Ia6= �
axa II au'i= a.e= 0xa I I
1-]-05 { 10-34 Y1-01-0
]->-15 fi-)-2 ]-]-15 �
PlaleORSets(X.VL �2:03-00-1-121��d:0-4-00-1-7��I5'0-3-00.1-72] �
LOADING(psf) SPApNG 2-0-0 G51 DEFL in (lac) I/detl L/tl PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC 0.59 Vert(LL) -0A2 8-10 >999 360 MT20 169/123
TCDL 10.0 Wmberincrease 1.15 BC 024 Veh(Ty -0.06104-0 �999 240
BCLL 0.0 Rep Stress Incr NO VJB 026 Hoa(TL) �A1 7 nla nla
BWL t0A CodeIRC2006RP12D02 (Mattlx) Wntl(LL) 0.0] &10 >999 240 WeighL2221b FT=20%
LUMBER BRACING
TDP CHORD 2x4 SPF No2 TOP CHORD Strudural wooa sheat�ing tlirecity applietl or 6-0-0 oc putlins, excepl
BOT CHORD 2x6 SPFNo2 entl vetlicals,antl 2-0-0 oc putlins(6-0-0 max_}3-4.
VJEBS 2x4 SPF-S Slutl'ExcepC BOT CHORO Rigid ceiling tlireclly applietl or 10-0-0 oc bracing.
3-8:2xd SPF No2
REACTIONS (Ib/size) 11=1455/0-3-8 (min.0-i-8),7=1481I0-3-8 (min.0-1-8)
Max Horz t 1=-169(LC 3)
Max Uplif171=-807(LC 5),7=-853(LC 6)
FORCES (Ib)-Max.Comp./Max.Ten.-A�I forces 2W Qb)or less excepl when showa
TOP CHOR� 23=-1568/1002,3-4=-1792/979,4-5=-0606H�71,2-11=1314/781,5-7=-0341/831
BOT CHORD 11-02=d53/276,12-13=-253/276,/0-13=-253/276,9-10=-82]/1162,9-04=-82]/1162,
14-15=-827/1162,8-15=-827/1162.8-16=-121/275.76-17=-021/275.7-77=-121/275
WEBS 340=-436/426,4-8=-547/497,2-00=-804/925,5-8=-866/958
NOTES
1)2-piy truss lo be conneded togelher wiin 100�0.131"x3")nails as follows:
Top chortls connectetl as bllows 2x4-1 row a10-9-0 oc.
Botlom chorOS wnnec�ed as follows:2x6-2 mws slaggeretl at 0-9-0 ac.
Webs connected as follows 2x4-7 row at 0-9�0 oc.
2)All loatls are consitlerea equally apP�ied to all plles,except if nctea as(ronl(F)or back(8)face in the LOAD CASE(S)seclion.Ply to ply
connections have been provided to distritiute only Ioatls noled as(F)or(B),unless otherwise intlicaletl.
3)UnOalancetl mo/bve IoaES have Eeen consitlered�or Ihis design.
d)Wnd:ASCE 7 O5 90mph;TCDL-6 Ops(;BWL fi.Ops(;h=25fi',Cat.II;Exp B;enGOUtl;MWFRS(low-nse)gable end mne;canlilever
lefi antl nqht exposetl end verLCal lett and righl exposeQ Wmoer DOL=1.60 plate gnp DOL=1.6�
5)ProviCe etlequale dramage to prevent waler ponding_ ,t i i! fr?
6)This truss has been tlesiqnetl lor a 10.0 pst botlom chord live load nonconcurtenl wi�h any otherJive loads. 41v.�� �t frF{ f<t
7)Provide mechamwl cannedion�by others)of iruss to beannq pla�e rapa0le of withstantling 100 Ib uplifl al joiM(s)excepl Qt=1b)11=807, ` �� � �.� �tt���fr-
7�53. 's 4 43i,si$x} �T�'� .y,
e)T�is truss is designed in accortlance with the 2006 Intemational Residenlial GoGesections R502.17.1 antl R802.102 antl referencetl y� r� �'.�j=.4T'�.�.
slantlartl AN51/TPI 1.
9)"Semi-ngitl pitchbreaks including heels"Member entl fxily model was usetl in ihe analysis and tlesign o(Ihis iruss. Fk={�Q i 2'�'2£c. *
10�Graphical purlin representation tloes not depict the size or the onentalion of Ihe putlin along the�op antl/orboltom chord. � � : �'�g =
111 Hanger(s)or other wnnection tlevice(s)s�all be piovitled�suKCienl lo suppoh conceNrated IoaO(s)12216 tlown antl 12810 up al sTq��',�� �2...,-�
3-e-11,1091b down and 12916 up at 5-&i t,10910 tlown antl1991b up al 7-8-1 i,1091b Cown antl 1991b up al 9-8-71,1091b down � aF w
and 1991b up a� 11-8-11,7091b down and 19910 up al�19-8-1 t,1091b down and�1991b up al id 2-5,antl 1091b tlown antl 1291b up ° �.;�•.�r�iY(aNj" F�� �
r� ._ e
al 16-2-5,antl'1221b tlown antl 1281b up at 18-2-5 on bottom c�ortl. The designlselection of such cbnnec0on tlevice(s)is Ihe �4. '- '. C?� '"
responsibiliryalolhers. r/a tJ Rit-4�4�,ti`�
����(fF8(413i1S'�3�A.
LOADCASE�S) sianda�d July8,2014
Continuetl on page 2
� WARNING PI 1� B�ly ' I� C 1 f A k I tlp 1 (P B YJ51 Q NT I M !p UP 4 1 Y V J
. h q w n e a l � m' 1 ss
O g D g 01� OJRI 5� 1( :031�)�I �.OlyNtk ct pll OIIEe -tl1 -1� I E p�tl g1 p lil.T� 1 4 g 4 '�8�0 I5 ��(.
p1 f 0 Wlnyro 1� E 8 ��� �BI t � � 10 0�tl� .Tp 0 g � m{X b� B OA , �I�Ily6 0� II�h po 11 ypaM 1 B
� p 8 �� P �Illy II� px 0 Qv f3 N� eJag 1 1� B tl�p� Ig¢!p¢FN51/iPl1�. Lpl}I 1 IJ Sg 1 � 0 'U tlu I bd tl � U M
relorwmp�es � kf B �Y��� E I�g 1�I�yG G B�A44M110 II p ryreSVe�nUtl p IG yl I S ��I�yd rp 51 cl ' 1� 50on5Ul�yol�helross nslaller_
AUONOnalpermanen10u14'nq5�a0111yU�actyoll�eove Ilslmtivre'slhetupo05Ul'Iyo�IM1eOwneLNeQvne�saul�onzMaBen�a�M1eBUI4ngDe5qneqperlM1eIRC.1�eIBCeM
ANSIrtPILPog relguqanieregNBOSgnrespo OIR.s,la�ticallo ,q I�y nholslor0ge0elroryeretlo ,l� �1 �ainlen4U0 �IG 'p, n5vI11�eUles�e0tronoll�e� r°
iac,ineiec.nNSnviimeecsi ,ynee�:a�wi awi�ema��c F ms:ie�rmio�sioma�a�mew �secnei.,�„..:e��a�so-y.wmn�aa�y�,eiaieomsuoauo��m�aro� ENG/NfER/NCac
suOPlleJ in I�e pOStle peckage.Tpe Irvss Oesgn¢r or W ss Oes�B�enBineer(also�e11nM as e speuaAy engineer)is NOt Ne BulWlnq Desgner oI1M1e bWltlinp.
Job Tross Truss Type Qly Ply weeBewooE ies vnage oiWesiciay
B1��16411 TGdi Hip GiNer � �
I&53280
J bR t ! ( II
rvrcotlww, mwktSVILLtIN�8150 ]�]OSOCt1�001]MTekInJUSVies,Inc. MonJU10]18:dC:J�I01/Pag¢]
IDS9wJLOgaH_sHFNACxfi051uz_SXO-1205DCqKCKJLSURFbU2cca4VJU85PpE3UBy1RYZ_OSx
LOAD CASE�S) Slandartl
f)�ead�Roo/Live @alanced):Lumber Inuease=1.75,Plale Increase=1.15
Uniform Loatls(plp
Verl:1-2=-60,23=-60,3-4=-60,4-5=-60,5�=-fi0,7-11=-20
ConcenValetl Loads(Ib)
Vetl:9=-109 10=409 8=-109 12=-122.73=-109 14=-109�15=-t09 16=-109.17=-122
� wnaHwc� ai �n o an�y ' m c i r a x i ey m � iv e ws� e mr �arn �en aa e a + :v mya g p � a a � in' rmss
� g 0 '� ndllrcIXJRet n 5� 1� .WH)Gal s :OpMih aoplt �Il�e JI Ih' t J g U w18� � Iq Tli' t d g d 'ip-rq ms �
P� ei w �rryi ine g rm"iqii we�avnean ' .me a � pr baaq en , ioiry e nn w u ron ier 0
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1 mpes W kl'g ly �I WMrg 1 ol�y0 q AtlJXI- II po ry�¢SVeMOdp IL y� 'S �Ol�yd `g sl d � 1� esp Gry�y f�� W55-51811¢�.
AUUdonal permenenl0u k�ng s�a�I iy b ac n0 oll�e over II slmdua"s I�a rxpons E fty oI l�e Ow eq IM1e Qvne�s euNO�M agent or I�e B N ng Oesgneq pe I�e IRC,Ipe I9C anJ
�AN511TPIL Porge^e2lgubancereg N g0 pn�eSPo blli¢s,IdOm'a�lon qualilymntmi slo�ape delvxry eretl'on Iele�alre512nIdnG4 B IM tlnA.wreNlllielal¢sl¢OMqnol��e ��
iaqmeiac.nHSinvn,meecsi: -�yneis,.�e� ecs�e��amecomoo�emsarerymro�ero��a.siamewmsecnai�:em iy. a,ma�yre�n�eam:ianaro��m�aro� ENGINEER/NG�ic
' s000i����inap6sneoackaanrnevussoesgneionmssaesb�e�A�nee,puoean�enasaspecianyelqlneep&rvor�neauimineoeslg�e�onnaeunarn¢..
Job Tmss TiussTypa Ory Ply Wmoe�� teeV'rnagemwes�Ciay
21/418q1 TGOB RoDlSpecalGiNe� �, � IBJSJ381
b R fe �pl II
rnwoi�o, mwrzc ,innoue ).�30sOQ1�10llMT¢klnGUSIneS,IncManJU10�180�3520flpeget
'V ID'.58wJ�OgaH_sHfNAa6051uz SXO-LFZTQyryzeRG4tlOR9CTi9oce1uJn86m�iriD .z Osw
-0-6-OI 54-9 10-H.B 1>-2-03 21-0-0 �-2&2-< 24]-0�314-0 --
�b6-0 SI-B � 5� -
40 6-3-5 4-03 6]-4 1-4-02 1-6� �
Scale=1:68 8
Sa6 =
d
85� 12
a.� �a.
3 a,s = axs= sxe=
� uao
� e�� 5x14� �J2
� d 1 i � 20
19
�e
axa I I ��
J 3-I 5-� ' b-��\ 9
2 515 51
��� 1�]2
.14 Y1 � 1J 11 2xC II Ir'
� 3x8 =
5s@ _
P 18 15 id 1J
OeB = 3zB = 3K8 = �FQ = 1.Sx< II
t0.11-B� 1P2_13 { 21.]-0 21-I11-0 IB-4< �9-�-0
10-11-8 8-3-5 4-0-3 0�4-0 fi-)-0 1-<l2
PtateOttsets(X.Y1'_�5:0-2420-4-01 PO-3-0503-Oi IB'0-3-10d-Ol f12'0-6-120-4-41
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) �men Utl PLATES GftIP
TCLL 20.0 Plateslncrease 1.15 TC 0.92 Veh(Ly -0331547 »�3 360 MT20 169A23
TCOL 10.0 Lumberincrease 1.75 BC 0.96 Vetl(TL) -0.831Si7 >3W 440
BCLL 0.0 Rep Slress Incr NO WB 0.95 Horz(TL) 0.01 72 n/a n/a
BCDL 1�.0 Code1RC2006/TPI2002 (Mattlx) Wntl(LL) 0.0311-12 >999 Y40 WeighC156@ FT-20%
LUMBER BRACING
TOP CHORO 2x4 SPF No.YExcepP TOP GHORD SWGUraI wootl sheathing tlireclly applietl or 6-0-0 oc putlins, excepl
4-5,5-7:2x6 SPF No2 entl vertirals,antl 2-0-0 oc putlins(6-0-0 maz.):54.
BOT CHORD 2x4 SPF NaYExcept' BOT CHORD RigiG ceiling tliredly applietl or 6-0-0 oc bracing.
6-/3�.2.4 SPFS Slutl,1042:2z6 SPF No2
WEBS 2x4SPF551utl'ExcepP
4-15:2x4 SPF No.2
REACTIONS (Ib/size) 10=247/0-3-8 (min.0.L8),12=1186/0-3-8 (min.0-0�-04),17=923/0-3-8 (min.0-0-8)
Max Horz 17=219(LC 4)
Max Llpliflta=-295(LC 6),12=-261(LC 6),17=-84(LC S)
Max Grav 10=262(LC 10),12=H86(LC 1),17=923(lC 1)
FORCES Qb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 3-4=-708�t25,4-5=-719/113,7-8=-1091267,2-1 i=3E5/149,8-10=-294I377
BOTCHORD 16-17=-63/622,15-06=-63/622,1445=0/553,612=323/230
WEBS 44Y--25/452,1244=-7/6N,542=-862/30,347=-691/40
NOTES
1)Unbafancetl roof live loatls have been consitlerea for ihis tlesign.
2)Wntl:ASGE 7-05;90mph;TC�L=6 Opsf BCOL=6 OpsY,h=25fi;CaL II;Exp B;enGOSed;MWFRS Qow-nse)gable entl mne;can�ilever
letl and ngh�exposetl;entl vetlical left antl nght exposeQ Lumber DOL=1.80 plale gnp DOL=1.60
3)Provide adequale drainage to prevem waler pontling.
4)This Imss has been designetl for a 10.0 ps(boltom c�ortl live load nonconcu�renl with any other live Ioads. jr///���
5)Pmvitle mechanical conneclion(by others)of Iruss to beanng plale wpable o/wilhstantling 1001b uplill al joint(s)17 excepl Qt=1b)
10-295.12�261.
6)ihis Vuss is tlesigned imaccortlance with t�e 2006 lntemational Residemial Code sections R502.11.1 an0 R802.10 2 and referenceG �t t ';3 � f��P,
standartlAN51(�PI1, ,� y
7) Semi-ngitl pitchbreaks inclutling heels"Member entl(ixity motlel was used In ihe anatysis antl tlesign of this iruss. ,, � " tf �.�4.�t°�
8)Grap�ical putlin representation tloes nol 0epict the size or ihe onenlationbf ihe putlin along Ihe�op andlor bottom chord. ,.} �,t' K#1�7'��n`�f"0,�r,.N
9)Hangei(s)or other wnnection deNCe(s)shall be pmvitletl suKCient to suppoh wncen121ed loatl(s)36 Ib up aC 22-0-7,3fi Ib up at � .;� fj� �,-"..M
24-0-7,ana 36�0 up at 26-Od;antl 651b up at�28-21 on rop chor0,and 761b up at 22-0-],761b up al 2d-0-7,antl]6lb up at 260-7, e� ��'-71C1�i223. ;
and 1121b up af 28-0-7 on Eoftom chortl. The tlesignlseleclion of soch connecfon tledce(s)is ihe responsibility of olhers. �
10)in ihe LOAD CASE(S)section,loatls applieG lo Ihe face of.lhe iruss are noted as/ront(F)or back(B). �� u S _
LOFD CASE�S) Stantlard ro? ST����`�� :�`� '�'^'
!u �.
1)Dead+Roof Live(balanced)�.Lumber Increase=1.15,Plate Increase=lAS Q ��.<jr�j���yA,, ' L�C
Unibrm�oadsyplq "�,, � `� ����>`�`�
Vetlr 1-2=-eq 23=80,4-5=60,5,7=-60 7-8=-fi0,9-9=-60,13-17=-20,10.12=-20 r��J, '1C1 A{, �t;ti��
-Fltdi)lqiil'•�°'"
Conlinued on page 2 � .lUly 8,2014
� WARNING GI iM1 uB�ly � 1� G 51 ! A k I Eg 1 IP 8 MSt U NT I M �cl JPOU tl � .V fyO q P � � 4 b � I� T ss
O q � 'g UI� OJRI �n SM1 t( �.0}t�)pl �:OIyMTk 4011 �IIM Ulltil UIgJ 'p1p VJ.T�' I � E 90 'B�d les �.
M 1 W EIAVI I��tl 9 tl� �'91 I P 14 VtlU� I .iT e q pl� roW B Jn , 1 Glry M II�' W II Y�n I r B
L'FI'g 1� W hlly IN Ow 1� Pv ( �p ep g 1 1� B tlrpp Ig p qN51/iP11. L I I � 14 p Ip M1 'OIW I b a � Ume Mrs
I mprass W kl'8 y noll � W�g 1 OIIIyO I g A4JA II po ry ¢sVenVd g Ib �� -� 1 Ol�yd �g 1 G � 1� resp IDll�y II� Vuss' �Ile�.
POelonalce�manerilWVJngslaeltye p ft�eoverll l tl Islberespo Yllyo/IM1eOwerlheQVnefseu�� �M g ibrOeB��qO pneLcerlM1elRCInel6CanU �
AN51?Plt PorgeneralguNlnncer¢p N'Be gnrospo ell� ,IaOr�titln,p I�y nimi slor g p I y e�ea'o 11 �I Irainlane0 g IG cng wnsuHl�elales�e0lonoll�e �^
iac.meiac,nrvsnvn.m�ecs�: �y neeis,a�ar ecs�a��w��comoo�emsaie�rmm r � euamei�o sacn iw..w.�eam�..in.�om..�ee�yreia��m:ieuero��mo�aro� ENG/NEEH/NG(tc
SupplleU in IM1¢f005tle packa9e.T�e Wss Jesgnei or fruss Oespn engineer(slso UeMM as e SpecleAy erpineep is NOi Ne 9uilding Desgi�e�oll�e bWMinp.
Jo� Tmss TmssTyFe py Ply Wenpenoon tssV'inageo�wesiaay
iea53zet
BI<41601 TG08 ROofSpecialGiNe� 1 1
ett t t r n
uiw, MVVtttiVILL[,IN�8159 ){3050q1130flMT¢klndu3�nes.InaMOnJUIW18:/�352011Pape3
ID'.sBwJLOgaH sHFNACZ605WZ_SXO-LFZTpyryreRC4tlOR9CZr9oce1uJn86mDinD_x_OSw
LOAD CASE�S) S�antlartl
Concen�ratea LoaGS(Ib)
Vert:]=46(F�11=29(F)18=25(F)19=25(F)20=25(F�21=12(F)22=12(F)23=12(F)
A wnarvwc ai m Anry -' m c � r n k i aq . � iv e asi�m er i M i n ea e c� i .v ya q p i � e ea i mur�,�s
oqo 'ammo�ai sni� oau�ei .oyrnrk apii nnee ermi aya e� � ib.mweee �aawies �
o� i no minrroirv�e a nn i�i�w � iepaean � .ma � q .woq en ieiir a rm' � p u ypnw�ia� B
wa q� m po oiry nn rn.- �n o., r emn ee e � �n e a'eo w p nrvsirmii.�� i i i�a � r n �me i n a n�mmemeers
r mores n xi e �y, u e a p �emre 'p noan u w n � '�va A m 'e� ' i tnyo a � � a m w einr nn i smsiane�
neen nel parm �e b g �etny on rq nn r u � d ' m o m�ry nn o-„e m ow r m n m g � m e �mrq o g pe m �ac;m lec �M
ANSIrtPI1. FOB alBuaanieregNgOBni¢sp �In �,laMCa(cQUelAyconlmisloaBe,Jel'reryeretlro ,ll le9ranlanaap I�racmg,c Mt� llezte0ilonoll�e n.
iac.meiacnHSUrw.i,meecsi ryne�s,e�oi ecsi�e��a��oacom��emsa�eiymro�a�m��a.aiaekrc secn �.�.�.::e�e �,y. m.ma�y iie��s�anano�mm�maiw� ENGINEER/NG�[c
mppfea in�ne p�sae pacxape.*ne�mss aespner or wss ees9�anylneer plsa eannee as a speuznr enyineer�h rvoi me aulmmy oezgner o��ne eulmlrg.
Job Tmss TrussType ply Ply Yltapeweoe �s6vi0apeoiWes�c�ay
18453182
BI�<18Q1 iGOB RoolSpetidlGiN¢� �
2 J D R (Sr�(gpf Il
?ROBUILO, MOORESNLLEMVB150 ].�]O50c1A]010MTekInGUSVies.Inc. ManJU10]I6:��:J510HPaBe1�
IDS9wJLOgaH_sHFNACi605N¢ $X�-LFZTpyryzeRC4tlOR9CZr9omquSMBFCDi�iD_z_OSw
-1-6-0 44-12 8-04 1fi-0-4 21-0-0
1-fi-0 a-1-02 340-0 9-1-3 5-5-02
2x< II Scale=L62.3
6
6x6= 5r1$ _
� � s
ewf+�
— axs G
]
is.a II a� -m s
z n si
�
�
n :s ia �p s u is e i
<xfi ° 3x8= �Hb 2[6 II dK =
8-61 t61-0 � 31-]�0 �
8-0.1 ' 04�3 55-02
Pla�e OHSets(X VY 4'� .0-4-0 0-1-71
LOA�ING(psO SPACIN� &0-0 CSI OEFL in Qoc) I/tlefl L/d PLATES GRIP
TCLL 20.0 Plales Increase 1.15 TC 0.35 Vetl(LL) -0.05 8-00 >999 360 MT20 169/123
TCOL 10.0 Lumber Increase 7.15 BC 035 Vert(TL) -0.14 8-10 >999 240
BQL 00 Rep5lresslncr NO WB 038 Horz(TL) 0.01 7 nla nla
BCDL 10.0 Code IRC2006/�PI2002� (MaViz) Wntl(LL) 0.07 &10 >999 240 Weigh1:2601b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2'Exwpl' TOP CHORD Struduwl wootl sheathing direciry applietl or6-0-0 oc pudins, except
5-6:2x6 SPF No2 end verticals,antl 2-0-0 oc pudins(fi-0-0 max.):4-5.
BOT CHOftD 2z6 SPP No2 BOT CHORD Rigitl ceiling Oireclty applietl or 10-0-0 oc Dracing.
WEBS 2z4 SPFS Stud'Excepl' � WEBS 1 Row al mitlpl 6-7
84,5-10,5-t�2.4 SPF No2
REACTIONS Qb/size) 7=1215IMechanical,N=1448/0-3-8 (min.0-0-8)
Max Ho211=355(LC 5)
Mzx Uplifl7=-453(�C 5),11=-548(LC 5)
FORCES (1�)-Max.Comp.IMax.Tea-AII(orces 250(Ib)or less excepl when shown.
TOPCHORD 3-0--1498Ifi64,4-5=-1186/575,2-11=-320/190
BOT CHORD 11-12=-697/7099,12-13=-697/1099,10-13=-697l1099,940=-335/879,9-14=-335/879,
14-15=-3351879,8-05=-335/879,]-8=-335/888
WEBS 440=280/461,5-00=-459/394,5-8=-28/457,5-7=-1424/537„311=-1422/468
NOTES
1)2-ply Iruss to be connecleG together wilh 10tl(0.131"x3")naiis as follows:
Top Uoras connectetl as follows 2x4-1 row at 0-9-0 oc.2z6-2 rows staggered at 0-9-0 oc.
Bollom chortls mnnectea as(ollows:2xfi-2 mws slaggeretl a10-9-0 oc.
Webs connecled as follows:2x4-1 mw at 0-9-0�oc.
2)All loa�s are consitleretl equally applied�o a�l�plies;ezcept i(noled as fmnt(F)or back(B)face in fhetOAD CASE(5)section Pty�o ply
wnneclions�ave been provitletl m tlislribule only loatls no�ea as(F)or(B),un�ess oNerwise inGicated.
3)Wntl_ASCE 7-05 90mph;TCDL 6 Ops(BCOL=6.Opsf�=25tl;Cat.II;�Exp B:enGOSeQ MVJFRS Qow-nse)gable entl zone;can�ilever
lefl antl nght exposed;.entl verticat lefl exposed Lumber DOL=1.60 plate gnp�OL=1 60
5)This Ibussd�as beenrdes gneo(or�a 10 0 psf�bottom chortl live load nonconcurtent wilh any olher iive Iwds�. �Nti a�.�r �l''t��
6)Refer to girtleqs)for imss to Iruss connections ., }^�` � i7 .�fi��;
7)Pmvitle merhanical connection(by others)bf truss to beanng plale capable of wi�hstantling 100 Ib uplitt at joint(s)excepl Qt=1b)1=453, j q"�q'x �} T�rr �'"�;?;�,s�
11=548. k. tgy,.G: S�"t ��`��"',;.
8)This Vuss is designeQin accorCance with the 20061nlemational Resitlential Code seclions R502.11.1 anG R802.102 anC ie(erenced �:�
slantlartl ANSI/TPi 1. ;; f E-11?7�1?2f3 �;
9)'Semi-rigia pilchbreaks incluGing heels"Member entl fixiry motlel was useG in Ihe analysis antl tlesign of ihis Wss. "f�
U .......r �, 4 .�.
10J Graphical pvdin representalion tloes not tlepicl Uie size or ihe orieNa�ian of ihe pudin along�he lop antl/br botrom c�ortl. -qy �T����� `�k.,Y
11)Hanger(s)orvol�er connection tlewce(s)shall be pmvitletl suifcient to support wncent2leG loatl(s)1J21b Eown and 14�Ib up al '9 - y ��
4-0-/3,1191b down and 1331b up at 6-0.13,'1191b tlown antl 2031b up at 6-043,antl 1191b down antl 2031b up at 10-0-13,and .r r-7 �ff'7(}iqC1�" ��7'.:�
3731�tlown anG�1231b up at 12-2-8 on bottom chortl. The tlesign/selection of suGi conneclion device(s)is ihe responsi�ility of � �G`"' �y">F�:��''�
others. �°1 'f�.�1 ��.4- .it
r. ;.
-r rrta7ar i iisii±.�i��
LOAD CASE�S) Slantlard '
ConlinueG�on page 2 JUIy 8,2014
a WARNING Ple 1� ugM1ly ' �h C 1 ( A k I dp 1 IP B k151 tl N T 1 M I cl 4 P 0 tl f .V My e p p te 0 J 1 ��' T ss
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p� �epo dltlY( IM1 J g flp 811 po �4pUN� ' .t� E g pl bE 9 UA IGIM a . II� y 1� ? Ir
Y'b B- �� e p 011y IN�Ox 1� Qv f aul� Uag 1 1� B NI p D y p ANSIRPII. L 1 I t 14 g 1 � 'dMU I 0 M �N�e �rs � a
elo cOmpres Cu RI B ly �� d M g 1 �IAy� g A4JA dll po ry I -I/U B IM 'gl - 1�Illyd 'gc0 51 q I 1� p tilny IN I� s' laller.
h4UAOnalpertnP ICU10 g I �ilAy� C�goll� - II t tl I N rMD nSGltyo110 Ow t� W f- �p ' 4 p 1 0 B M�gO g .p 1� IRC Ih IBG tl � �
FNSIRPI1.io8 elpuqan�cereB 4 Btlesg ��p� 011 ,f�lt'alic ,Qualnycontmislo p 0�1 ry q Itnlreslranlendd'qodlb "p nsNlOelalesl¢tlA'onofi�e "
iac.maiee aHSirtvii meecsi:�mma�y:nee�s;a�am,ecsi�e��wmecom000�msaie�ri�io eroo�a�aiaeienomsecnmw..w.io m�iey.�oma�ae�rreia�eaai�auaro���m�airo� ENGINEQtINGtm
suyqlea'm ma�oesne pacxage.rne wss aesqner or wss aesg�engineer p�so mrmee as a speoizny coQineep is rvor me euue'me oesqner o�ma euneMg. '
JOb TN55 TNSSType QIY Ply WepgewoM 169ViIlaB¢olWeslGtay
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LOADCASE�S) StanGard
1)Dead.ftooliive(baianceGp Lumber Inuease=1.15,Plale Increase=7.15
Unlform Loatls(plf)
Vert:b2=-60,2-4=-60,4-5=-60,5-6=-60.741=20
ConceNrated Loatls Qb)
Vert:10=419�12=-132 13=-17 9 14=-119 15=-373(B)
� WARNING-PI 5 IM1 ugMy e'.' I� C to �(5A k ledpe t IP 0 N51 4�NT I M 1 p dP e cl 1 .V ryJ p p 1 e U 1 in i ss
D g � 'g dl� �JRI 5� t( -.03H�MI OIyMTh tl pll �IILe el 1� w d g e "gt � Iq-�ili t a g O6 'B�4' �es �
p� � �ro dltlYl IM1 e p fl� '91 1 mGO IJ pb 4� I.Tli 4 g pb l ery On� l OItY � I�n� pp 11 YV n I r
b N 9f�� po pI�Y !�� Ow �� px l N� N p I. IM1 B N BO g p ANSI/I➢11.LI I 1 Itl g 1 p M'vG I 0 Jc0 N Oes '
� Oesi GkI01y. Ib � Ng�lUltly� 9AOdd II pory 1 'VE'B �� �0� �5 I6110
AOUd alpertna t� N g I �IAY� I B !1� � II 1 q 50 �sp �IIY fl� Qvn ,1� Qr r I� 4 B m th 8 p dO I� P elnY �Ib 1 ' t Iler.
q g pe��0 IRC IM1 IBC��q
ANSIRPI1..Por8 Ipq-¢repNgO B��¢500 �IA taQ'iwlonQel�yrunlmis�org ,G1' ry.erctllo ,Ilala5tranlantlaB IMaaigc� III� IIe5letlAqnoll�e ••
iecmerec,arvsinainmecsi: - �yn�e�:,a�er ecs��emm�a�ompo�emsareiymm � � iaaeo-amsecnai...w.snae i�y:�ma�wa„y i�ee-,iananoiimmm,aro� ENG/NEEN/NGttG
svooi��'�nme�oos�enacxape.rnercusseesre�e�o;wzsaesqiienqmee,�eisonerneeasas���anrenq�nee,�nHO*mee�aemqoesg�eronnee��mmg. -
Jo� Tmss T�ussType pty Ply weeeewooE 166vilageoiwesaay
1805008d
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f -0b-0 � i-)-10 � 4-0-02 . . , _
YB-0 1-]-00 4-5-2
6z6= t.6x6 II Scale'.V2"=1'
J e <
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6 9 5
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2:a II
�d-00 I 4.0-02
1-)40 Y-5-2
Plale_ORSets(X Y): �3:03-9 0-2-81
LOADING(ps� SPFCING 2-0-0 CSI .DEFL in Qoc) Iltle� Utl PLATES GRIP
TCLL 20.0 Plales Increase 1.15 TC 0.37 Vert(Ly -0.00 6 >999 360 MT20 169/123
TCDL 10.0 Lumberincrease 1.15 �BC 0.0] Vert(TL) -001 6 >999 240
BCLL 0 0 Rep Siress Incr NO VYB 0.08 Horz(TL) -0.00 5 nla nla
BCDL 10D CotleIRC2006RP12002 (Malrin) Wnd�LL) 0.00 6 >999 240 WeighP.271b FT=20%
LUMBER �BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Siructural wootl sheaihing tlirectly applietl or 4-0-02�oc pudins, except
90T GHORD 2x6 SPF No2 end vetlicals,ana 2-0-0 oc putlins:3-0.
WEBS 2x4 SPF-S Stud BOT�CHORD Rigid ceiling airec�ly applietl or 10-0-0 oc bracing.
REACTIONS (Iblsize) 7=250I03-8 (min.0-1-8),5=123I0-1-8 �min.0-1-8)
Man Hoa 7=165(LC 5)
Man Upllft7=-67(LC 5),5=114(LC 8)
Max Grav 7=250(LC 1),5=142(LC 10)
FORCES (Ib)-Max.Comp.IMax.Ten.-All tarces 250(Ib)or less except when shown.
NOTES
1)Unbalanced mo(live loads have been consitleretl for this tlesign.
2)Wntl:ASCE l-05;90mph;TCDL=6.OpsQ BCDL=6.Opsh h=25ft;CaL II;Exp B;enGosed;MVJFRS Qow-nse)gable end zone;cantilever
lefi ana nght exposed;end vertiral left exposeq lumber DOL=1.60 plate qrip DOL=1.60
3)Pmvide atlequaletlainage to prevent water pontling.
4)This iruss has been tlesignetl br a 10.0 psf botrom chor0live loatl nonwncunent with any other live loatls.
5)Beanng atjoin�(s)5 consitlers parallelto grain value using ANSIRPII angleto grainformula. Builtling tlesigner shoulC venty wpadty
of bearing sutlace.
6)Pmvitle mechanical connedion(by o�hers)of Iruss to beanng plate a�joinl(5)5.
])?mvitle inechanical connec�ion(by olhers)of Vuss to beanng plale capable o(wilhstantling 100 1�uplitl al join�(s)]excepl Q1=1b)
5=114.
B)This iruss is tlesigned in accortlance with ihe 2006 Intematianal Resitlential Cotle�sections k502.i 1.1 antl RB02.102 antl referencetl
s�antlartl AN51/TPI 1.
9)"Semi-ngitl pilchbreaks including heels"M¢mber entl fxily motlel was usetl in Ihe anatysis antl tlesign o!�his imss. �
10)Graphicalputlin represenfalion does noldepicithe size orthe onemalion ofthe putlin along Ihetop antl/or bottom chortl. 1-�+i3 fa��
i 1)Hanger(s)or other connection device(s)shall Oe provideG suKCient ro suppoh concentratetl loatl(s�601�up at 1-7-10,ana 221b tlown s%��'�ar r�f� r'ryty
and 62Ib up at 2-1-8 on.lop chord,antl:131b tlovin anC 371b up al 1-7-70,antl 251b down antl 191b up al 2-7-B�on bottom chora. � S . �' � y v.
The tlesign/seleclion of such conneclion aevice(s)is Ihe responsibilily of olhers. -�~�,"*`k Y{`j} T�'f} �"�o+ ,r
12J In the LOA�CASE(S)seclion,loads app0etl to the fece o(t0e truss are noteG as fmnt(F)or�ack(B). � : r�,�,�'"' �jw,.";ri�9
LOADCASE�S) Standartl ;. 9E'-1I€Ji�22zJ. ;
1)Deatl+Root Live(balancetl):W mber Increase=1.15.Plale Increase=1.15 v' p "
Unitorm Loatls(plf) � "
Vert:1-2=-60.2-3=-60.3-4=-60,57=-20 �'z. ����t��� �i��:.�.
ConcentrateC LoaGS Qb) �� ,{rtj}}nq11',.•`,�y`�/".^:`
Vert:3=60(F)6=1(F)8=22(F)9=-13(F) °i '� �'' C?� :,�4�
�����.:�'ti7�:!'tLi'Ti� �,i4\
-�f'{ilftt)}11t:ii'.S�\
... Juty 8,2014
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pl � f po UNYI br tl q ��h 91 Im pa 10 pp 0� - T� J q pl ,I 0 p �� � 1011Y 4 �I� po �I YW� I r �
0 W g 1� p Ol�y II� Oa� 1� p.v f sNM1 M g 1 �p e a eo q p TNSIRPII L� I � Ip g la � MIN�J 1 G 4 �N Ces
I O�eii L kl go ly a�� 0 p p 1 Olily� g.AJOd It � ry slra'nVdapo aIM 'g� ' 1 UIIyJ �gtn t a " IM1 rtsp "WIXy Illi ims5' laller.
AOtl�onal permanenl Uu V]ng 51aLilily UrzanA ol tM1e over II s�rvdum Is l�e respons�Iry ol l�e OwneC I�e Qvne�s aN�OnzeG dpen�o��Oe B �pin8 Oesqne(per I�e IRC,��e IBL antl
AN51/IPI1. PorgeneralguNanceiegeNNgQesgnasponsi�Ililies,�aLntatian,pualilytqnlrol.s�axge.0efvery,eretllon.la@ralreslraintantlJiaponalMaiinp,consulll�elaleste�nionolNe °
iac,meiec.nrvsinan,meecsi,�mma�ysne¢i:.a�arorecsice��a��comoo�emsare�ymm�duo��a�eimoieo-omsecne�.,�,�e��a�m�y.�oma�ee�rrew�eam:ienAiro�mrormairo�� ENGINEER/NGac
supplletl in I�e pOSlle packape.T�e�mss tlezgner or Gus50esqn eiqinee�(elso C¢MeU as a 5peciaM1y e`gineer)is NOT Ih¢BuiIGInB�esgnei ol(M1e buileMg.
Job Truss rTmssType pty Ply Nkae�'oaa t5evinaaemwesiciay
I815]281
BI<Ilfi<)1 TG11 HaMHiO GiNe� 1 1
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9-6�0 I t-00.2 t `4-3-4
.I-b0 1-00.2 2-52
5x6 = t5sd II 5<ale=1:]5I4
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~-1-10-2 F 2-Sl
Plate Oftsets(X V1: 13'.0-9-9 0-2-81
LOADING(psf) SPACING 2-0-0 C51 OEFL in poc) Ildeil Lltl PLATES GRIP
TCLL 20.0 Plates Increase 7.15 TC 025 Vert(LL) -0.00 6 >999 J60 MT20 769/123
TCDL 10A Wmberincrease 1.15 BC 0.05 Vert(TL) -0.00 6 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.06 Hoa(T�) -0.�0 5 n/a n/a
BCDL 10.0 CotleIRC2006/TP12002 (Ma�nxj Wmtl(LL) 0.00 6 >999 240 Weigh�:311b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHOft� SlrucWral wood sheathing directly applietl or d-3-4 oc putlins, except
BOT CHORD 2x6 SPF No2 entl vetlicals,antl 2-0.0 oc pudins 3-0.
YVEBS 2x4�5PFSSWd BOTCHORD RigiGCeilingdirectlyapplietlor10-0-OOCbracing.
REACTIONS (I�/size) 7=282/0.3-8 (min.0-0-8),5=152/04-8 (min.04-8)
Max Horz 7=173(LC 6)
Max UpIIfV=B7(LC 5j,5=-128(LC 5)
FORCES pb)-Max.Comp./Max.Ten.-AO forces 250(Ib)or less except when shown.
TOP CHORD 2-7=-265/63
NOTES
1�Unbalancetl mof live loads have.been considered for Ihis Cesign.
2)N4nd:ASCE 7-05;90mph;TWL=6.Opst BCDL=6.Ops/;h=25fi;�Cat.II;Exp B:en�losetl',MVJFRS(low-nse)ga�le end zone:canlilever
le(t antl n9h1 exposetl;entl vetlical Ieft exposetl;.W mber DOL=1 60 plate gnp DOl=1.60
3)Provitle adequate tlrainageto preventwaterponding.
4)This Imss has been tlesignetl tor a 10.0 psf boltom chord live load nonconcurrent with any other live IoaGS.
5)Bearing at joinqs)5 consi0ers parallel to grain value using ANSI/rPl i angle lo grain formula. Building tlesigner should venfy capacity
of bearing�surtace.
6)Pmvitle mec�anical conneclion(by others)of wss ro beanng plate at joiN(s)5.
1)Pmvitle mechanical connection(by olhers)of Wss fo beanng plale capable of wilhstantling 10010 uplifl al join�(s)]excepl Qt=1b)
5=126.
8)This iruss is tlesignetl in accordance with Ihe 2006 Inlemational Resitlential CoGe sections R502.f 1.1 antl RBOT.702 an0 referencetl
s�antlartl ANSIRPI 1. 3r//%'��/
9)"Semi-ngitl pitchbreaks inGUtling heeis"Member entl fxity mocel was usetl in ihe analysis and aesign of this iniss. � �G
10)Graphical purlin represenlation Does nol depict the size or the onentation af the putlin along the top and/or�ottom chord. '4 Fs �i•�ip.�. ���
11)Hanger(s)or other wnnection tlevice(s)shall be pmvidetl sumcienl lo suppoh concenirated Iwa(s)3'!10 up at 1-00-2,and 33 Ib tlown Y`��ca�..�f� � y1 �
antl 681b up al 2-0-0 on top chorq antl 21 Iti Gown anG 31 Ib up al 1-10-2,and 321E Cown and 171b up al 2-4-0 on bottom chord. ��,'` a�` °��G��f=
The aesign/selecllon of suU mnnec�ion Gevlce(s)is Ihe responsibll➢y ot o�he�s. � ��` r�j,� '�j�,��
12)In thetOAD�CASE(S)seclion,loatls applied to ihe face of ihe huss are noletl as fmnl(F)or back(B). ��' ��'`��±,� ��-
'�t ,.'�j..
LOA�CASE(S) Standar� C ��`I.)C}"t222f1. �a
1 J Oeatl+Roof Live(balanced}LumOer Increase=1.15,Plate Increase=1.15 .:�� � �
Unlform.LOads(pip '
Vetl:1-2=-60,2-3=60 3-4=-6qS-]=-20 �� �T�rE'S�` ��a"::�.
Conceniratetl Loatls(Ib) „�,Q�., .,.�?4(}�b�t1`,.^'�yW.,+��
Vert'3=37(F)6=-41F)8=33(F)9=-18(F) fw�.^ ?�J_t" �;�Ca,�.
Jj��li�itlP'it:Yyt:)li
July 8.2014
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D g � 'n8 U10 �JR 1 a 5� 1�e,alt�)bel :O IyMT k d pl� p IIEe JI 1� t tl g 4 gl b Itl.T� 1 U 9 4 8�� tes� �
pt 1 W bIXYI l� d 9 II� -011 W IdPC1etlM1 '.TM1J R PI I�p9 UI , I�UIIYM fIM1 W 1� Y�R Ir �
Otib'B� �� p� 1�1'ry �N O �� Qv ! a�p I deg 1 IA B YJ'y� Ig 0 AN51?PI1, L 1 I � ��U 'g 1 � 1 d'tl I h ml �Nm Gers
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FCEA onal pe�manenl�u M'ng sln�il0y�rac ng ol I�e orerell slmdua Is Ne 25po rs�I�y oI1M1e Ow aq Ne LW nels au�M1OtlzN agenl o�I�e B p nB Oesgnei.pe�I�e IFC Il�e IBC a�q
NNSI/lPltFOrp¢nlmlpudance�epeNlnB��si0�rc5pon5i�ili�ieS.laMica�ioqyutlXyconlml,s�ora8C0eliwry.eredlon;le�e�alrt54ain1an4tliaponal�racinB,wn5upl�ela�e51e4NOnoll�e ' '°
iRCnneiee,nrvsirtvii,moecsis�mma�ymee�z,a�ororecsi�emamecomoo�emsareiyimo�mar��a.anaeiertomsecnaiww�+.soo�o�:�rv�ma�eaoyreia�eems�auauo�mro�aao� fNG/NEER/HGuc
wvv�����me ioosae oacxeqe.me wss eesq�e�o.o-�ss aesq�enginee��eiso aermeo xs e sceua�ry enq�neeq'u Hor ine a�namg oesqner onne�uaa�np.
Job Tmss TrussType oty ply weegewooa issvinaeeoiWestciay
I&53295
B1491fi<]t VO1 Valley 1 1
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Jxfi II Scale=L51 J
J
ia.00 iz
tsxa II
d
d 2
t
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o lx4 O 5 �
1.Sx� II Jx4 II
LOADING(psf) SPACING 2-0-0 C51 DEFL in (loc) I/tle0 Vtl PLATE& GRIP
TCLL 20.0 Plateslncrease 1.15 TC 043 Vetl�LL) nla - n/a 999 MT20 7691123
TGDL 70.0 Lumber Increase 1.15 BC 022 Vetl(TL) n/a - n/a 999
BQL 0.0 Rep Slress Incr Yes WB 0.7 7 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 Cotle IRC2006/�PI2002 (Malnx) Weighl:31 @ FT�=20%
LUM9ER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD SirucWrai wootl sheat�ing tlirectly applied or 6-0-0 oc putlins, excepl
BOT CHORD 2x4 SPF-5 Stutl enG venicals �
N�EBS 2x4 SPF-5 Stutl BOT CHORD Rigitl ceiling direclty applietl or 10-0-0 oc bracing.
OiHERS 2x4SPF-SSlutl WEBS 1.ROwatmidpt' 3-0
REACTIONS (Iblsize) 1=90/7-5-0 (min.0-1-8),4=1 2 617-5-0 (min.04-8).5=342/7-5-0 (min.0-1-8)
Maz Hoa 1=244(LC 5)
Maz Upli(�1=-90(LC 4),4=-87(LC 5),5=-209(LC 6)
Max Grav 1=205(LC 5),4=143(LC 4),5=342(LC 1) -
FORCES Qb�-Max.Comp./Max.Tem.-AOfomes250Qb)orlessexceptwhen�shown.
TOP CHORD 1-2=-289/181
WEBS 2-5=-254/276
NOTES
1)Nfintl:ASCE]-O5;90mph;TCOL=6Dpsh BCDL=6.Opsf;h=25fi;CaL IC Exp B;enGOSed;MVJFRS Qow-nse)gable ena zane antl GC
Extenor(2)zone;cantilever IeR antl nght exposea;ena vertical leh antl nght exposetl;GC fo�mem�ers and forws 8 MVJFRS kr
reactions shown;LumEer�OL=1.60 plate gnp�OL=7.60
2)Gable requires wntinuous bollom chrnG beanng.
3)This Wss�as been tlesignetl for a 10.0 psf bollom chortl live loatl nonconcuvenl with any other live loatls.
4)Provitle mechanical conneqion(by others)of Vvss lo beanng plale capa�lepf wi�hslantling 100 1b uplifl a�joint(s)1,4 excep�Q�=1b)
5-209.
5)This iruss is designed in.accortlance wilh the 2006 lotemalional ResiOenfial Code seclions R502.1-0.1 antl R802.102 and re(erencetl
siantla�d AN51/TPI'1.
6)"Semi-rigitl pilchbreaks iacWeing heels"Member entl fxity motlel was usea in the anaysis and tlesign of Ihis Imss.
LOAD CASE�S) Stantlard � �g,�r
�t� �� r y /
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July 8,2014
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pt 1 W �IXY/ I� tl i9 II� �BI I p IaVV]M� I�.iT U 9 W b49 dn t011Y 4 II�' � W 1� YP� I ,
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l�4Ulonal0e�anen�bub'nHS1a�lAyO�aunBOfllieove Ilslrvqure's��eresponSUl�yoIlM1eOxeqt�eWnelSeN�orceJepen�orNeB N'ng�esgnetpe IM1eIRFMeIBCamI
ANSIrtPILPorBa�e�algutlancerepaNingUesignresponsibll�ies,laLncelion.QUalAywnlml,starega,deliaery,ereapn,lelerel2slrainlan4JlagonalbracinA,��sullVielaleste4Xiono/IM1e `°
iRC,meiac.nrvsiRVii,meecsis�mmen:nem:.T�nrorecsi�a��amgcom��emseimymrorma�m�Ya.a�iame��msacnei��.v.,..:e�me�sey:r.oma�a�yreiaieam:im.00�mm,mauo� ENGINEFRINCuc
s�eai�ea m me ioosae oa�xaqe.me��,ss eesp�e�o��mss aesgn enqmeer�aiso a�r�ea e.a:peGany anA�nee��is Hor me amwma oesqne+onne e��mmg. �
Jo� Tmss TNSSType ��y Ply weeBewoad iBSVIllageolWeslClay
ieas�zae
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LOADING(psp SPACING &0-0 GSI DEFL in Qoc) Vaefl Lltl PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC 0.36 Vert(LL) nla - n/a 999 MT2� 1691123�
TC�L 10.0 LumOerincrease 1A5 BC 0.18 Vert(TLJ nla - n/a 999
BCLL 0 0 Rep Slress Incr Ves WB 0.10 Hoa(TL) 0,00 4 n/a n/a
BCDL 100� CotleIRC2006/rP12002 (Matnx) Weight2]Ib FT=20%
Ll1MBER BRACING
TOP CHOR� 2xd SPF No2 TOP CHOFD Slructurel wood shealhing tlirectly applietl or 6-0.0 oc purlins, except
BOT CHORD 2x4 SPF-S SWO entl venica�s.
VJEBS 2x4 SPFSSWtl BOT CHORD� Rigitl ceiling tliredty applietl or 10-0-0 oc bracing.
OTHERS 2x45PF-SSWG
HEACTIONS Qb/size) 1=5516-8-3 (min.0-1-8),4=129/6-8-3 (min.0-1-8),5=314/6-8-3 (min.0-0-8)
Max Hoa 7=218�LC 5)
Max UpIiR1=-91(LC 4),4=A2(LC 5),5=-192�LC 6)
Max Grev 1=189�LC 5),4=135(LC 4),5=374(LC 1)
FORCES QO)-Max.Comp IMaz.Ten.-AII forces 250 Qb)or less eccepl w�en shown.
TOPCHORD 1-2=-250/164
-WEBS 2-5=-236/267
NOTES
1j Wntl:ASCE l-OS',90mph;TW L=6.Opst BCDL=fi.Opsf;h=25h;CaLJI;Exp B;enGOSeQ MWFRS Qow-nse)gable entl zone antl GC
Extenoq2)zone;caNilever lefi and nght exposetl:entl vertical lefl antl right exposed;GC br members anA forces 8 MVJFRS for
reactions shown;.W m�er�OL=1.60 plale gnp�O1=1.60
2)Gable requires con�inuous botlom chord beanng.
3)This tmss has Oeen designed for a.10A psf boltom chortl live loatl nonconcurrent wit�any o�M1er live loads.
4)Pmvitle mechanical'connedion(by others)of�russ Io Oeannq plale capable of withstantling 100 Ib uplifl a�joint(s)1,4 excep�Q�=1b)
5=192
5)This truss is tlesignetl in accoMance wilh t�e 2006 Intemalional Residential Cotle sections ft502.11.1 an0 R802.102 antl referencetl
stanGartl ANSI/TPI.1. ��
6)"Semi-ngitl pitGibreaks indutling�eels"MemOer enG fzity motlel was usea in lhe analysis an0 tlesign of Ihis Wss.
LOAD CASE(S) StendeN Y�7't%tt�ft �
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� WARNING Pk 1� �qpry � ¢ 1� C 1 f Ah IJg 1 �P B q51 tl NT I M 1 t reaPrM cl ! .V Itytl g pa 1 rsaMree�noleSOnIM Tmss
� g O� -8 ��h �JRI S� 1� .OJI�jCeb :OlyMik ci plal 0110 EI�I� 1 4 q d �pl 0 IN Ti 1 4 g 0 np'0 �¢5 �
pi - � po omyr m e e ���� jre� � oo-� ie pneen .rnea g q ioanryc en s s n orry �a nn po n yyan i� B
b Id�g I� p� bTry tIM1 Ow 1� Ox-f a�h e0 B M IA 8 k�g� g P ANSIRp�1 L�e I 51 hJ g f0 5 � -Ovq l � U �NmBmMR
�rcompres Wdl�q ly n 11 G 1] g t blpyp �g qJ0i1 II � ry Vanl/�'aBOnalMacnplo'n st UIIyU B�siNq 1� respo "dlAy II� ims 'nslaller.
Ad�M1 onel permenenl0u pmB s�edlily Urfltinp o(IM1e ove 911 sl utlure 5��e respons�I ly ol l�e Owna�I�e Oxnefs aN�onzN egenl o���e Bulp'ng Desgne5 per I�e 10.41�e IBC ane
FNSIRPIL ForBe^e�algutlancereBaNinBOesqnmspo�iiiUililies,labrltztioryqualilywnlml.slorape.tlelivery,ereaion.lalarelreslrainten001a8onalM1aci�g,cansulllhelaleste��lonolNe �"
iac,-meiec,nNSir?itineecsis�mma�ysneei�,amrorecsi�ema�irecomoonemsare�vmrom,a�p��a�anaoieimmsecnai.,�,.,�eo�e��ey.�ma�oenyreiaieamsiena��on�mo�a�w� ENGINEER/NGCtc
su000ee m me pesiia pa�kaea.T�e vuss aeeqner o�wss aesig�edymae,pi,o oen�en ezB speaanv�e�pinea��u Hor�na e�iiama oesqner onne e�iama_ '
Job Tmss TmssType p(y ply v.toBm'�� ���'���ageolWesiCiay
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LOADING(psi) SPACING 2-0-0 CSI DEFL in Qoc) I/tlell L/d PLATES GRIP
TCLL 20.0 Plales Inuease 1.15 TC O.fi2 Vert(LL) n/a - nla 999 MT20 7691123
TC�L t0A Wmbeflncrease 1�.15 BC 0.16 Veh(Ty nla - n/a 999
BGLL 0.0 Rep Stress Incr Ves VJB 0.12 Hoa�TL) 0.00 4 n/a n/a
BCDL 10A Cotle IRC2006/TPI2002 (Matnx) WeighC 24 Ib FT=20%
LUMBER BRACING
TDP CHORD 2x4 SPF No2 TOP CHORD Slrudural wwG sheathing tlireGly applietl or 5-11-00 ocpudins,
BOT CHORD 2x4 SPF-5 Stutl excepl entl verticals.
WE6S 2z4 SPFS SWtl BOT CHORD Rigitl ceiling tlirec�ty applietl or 10-0-0 oc bracing.
OTHERS 2x4 5PF-S Slutl
REACTIONS Qblsize) 1=-1I5-11-7 (min.0-1-8),4=125I5-11-7 (min.0-1-8),5=316/5-17-7 (min.0-1-8)
Max Horz t=193(LC 5)
Max UpIif11=101(LC 4),4=-74(LC 5),5=-792(LC 6)
Max Grav 1=178(LC 5),4=725(�C 1),5=316(LC p
FORCES (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown.
WEBS 2-5=-237/309
NOTES
i)V✓intl:ASCE]-05',90mph�,TCDL=6 Opsi;BWL=6.Opsf;h=25fi;Cal.II;Exp B;endosed;MWFRS(low-rise)gatile entl zone antl PC
Extenoq2)zone;cantilever le%antl nght exposed;end vertiral lell antl nghl exposetl;C-C for members and forces 8 MWFRS br
reactions shown;Lumber�OL=7.60 plate gnp DO1=1.60
2)Gable requires wntinuous bot�om chortl beanng.
3)This Uuss has been designetl for a 10.0 psf bol�om chorC live loatl nonconcurren�wilh any other live loatls.
4)Provide mechanical conneclion(by olhers)of(russ to beanng pla�e wpable of withstanding 100 Ib uplifl at joinys)4 excepl Q1=1b)1=701
5=192.
5)This huss ls aesignetl in accortlance wifh Ihe 2006 In(ema�ional ftesitlential Cotle sections RSW.11.1 antl R802.102 antl relerenced
s�antlartl ANSI/TPI 1.
,6)"Semi-ngia pimhbreaks inclutling heels"Member end�xiry motlel was usetl in ihe anarysis antl tlesign of ihis iruss..
LOAD CASE�S) Slandard
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�` WARNING PI 1� g�1y e 1� C � f A k kJ8 . � �P B N51 M NT ( M 1 tl UP E d I .V lyd Sg pz 1 M ed M onlF T 55
0 p 0 'g Jlp DJRI 5� 1� .OJ1��CeI OIyMITk d pll nllce edl I� t 4 g a �pl p IN. ili' I 0 p � Ig'4 tes
pl I po b10Y1 �p U B IN '�pl¢1 5 pa 10 pic10� -.T� a g , p1 I J 8 ��� . 101tY 0 �I� cp pa �I YCT� I�
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I ves e hl�q �ly n 11 ti'N'g 1 dlAy�� �B A�� � po ry IranW B �a �9� ' 1 OIIyO tl g 1 tlon sl�easp s010yoll�elm55'slaller.
Atl4RonalpennanenlUUM'ngslaLlAyMamnBo���¢ow 11 Imtlure's��ertspons�ll�yol��e(Txner,t�e(.WnefSau�M1Onz¢tlagenlo�I�eBUM�ryD¢sgpeqp¢�I�¢IRG.I�eIBCand
FNSIRPI1, Fag alB�bence�egNgOSB 0 �If IM'calionqualM1ymnlml,sloBdl' ry,eretllo ,ll. le5VanladJ'apOal��eunp,con5ul11�elate5l¢dApnoll�e �°
iac,meiec,nrvsirtPii;m�ecsi mn�y:neeii,a�am,ecsiee�amocomw�emsnmiymi �r � aa.aeo- secaar..ww.:e'a vy.`oma�oa�y,marea-���anaro��mo�a�o� ENGINEERINGtte
s�ev��ee�nmeqosneoacxaqe.mewsseesi�nerorwsseesre�e�gmee��amoaenneaasasce��enye�e��ee��smonnea�ae�nqoesy�e,onneemiaaq. "
J0� TN55 TNSSType p�y Ply Wetlgewootl i66YllageolWesiClay
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LOADING�(psf) SPApNG 2-0-0 C51 DEFL in Qoc) VGefl L/d PLATES GRIP
TCLL 200 Plaleslncrease 1.15 TC 0.54 Vetl(Ly n/a� - nla 999 MT20 169/123
TCDL 10A Wmberincrease 1.15 BC 0.33 Vert(TL) n/a - n/a 999
BCLL 00 Rep Stress Incr Ves VJB 0.00 Horz(Tl) 0.00 �3 n/a n/a
BCDL 100 CoGeIRC2006RP12002 (Matnx) Weight:181b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF-S Slutl TOP CHORD. SWCtural wootl shealhing direcity applietl or 5-2-14 oc putlins, except
BOT CHORD 2x4 SPFS Slutl end verticals.
WEBS 2z4 SPFS Stud 80T CHORD Rigitl ceiling tlireclty apP�ietl or 10.0-0 oc bracing.
REACTION$ (Ib/sixe) 1=19VS2-10 (min.0-i-8),3=191/5-240 (min.04-8)
Max Horz 1=1B7(LC 5)
Max Up11f11=8(LC 4),3=ffi(LC 5)
FORCES (Ib)-Max.Comp./Max.Ten.-Allforces250(IE)or�ess�excep[whenshown.
NOTES
1;Wnd:ASCE 7-05;90mph;TWL=6.Opst,BCDL=6.Opsf h=25R Cal.II;£xp B:enGOSeQ MWFRS Qow-nse)gable ena zone and GC
Extenor(2)mne;can�ilever lefi antl nght e�posetl;entl vertical le(1 antl nghl exposetl',C-0 tor members antl rorces&MWFRS/or
reactions shown;W m�er DOL=1'.60 plale 9np�OL=7 60
2)Gable requires wntinuous bBltom chora beanng.
3)This truss has been tlesigned for a 10.0 psf boltom chortl live loatl nonconcuvenl wilh any olher live Ioads.
4)Pmvitle mechanical connection(by others)of iruss to beanng plale capable olwilhstantling 7001b uplif!at joinl(s)1,3.
5)This Iruss is designed�in accortlance with ihe 200fi IntemalianalResitlen�iai Cotle seclions R502.11.1 and R802.102 antl referenced.
stantlartlANSI/TPIL � �
6)'Semi-ngitl pitchbreaks inGuding heels"Member entl fxily model was usetl in the analysis and tlesign of Ihis truss.
LOAO CASE�S) Stantlard
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July 8,2014
� WARNING PI 1� g�ry " I� C � f h h 1 tlp Io�P B N51 M NT � M 1 q UPM p I .V lya g p N M U. 1 1� T ss
� g O �ng 01� �J R� 5� I� .W 1�)Ceb .O ly MR h cl 0�� �II Ce 4 I 1� � � g d I 8� � IM.Tti 1 J g 0 g 0 1 s
q I pa �Ilryl l� tl q IIM1� 'glt pa IOpqM� ".IDU g � pl Iai11B tlno 1EITy U fIM1 po 11 ypn Ir
�'b 9� IM1e po �IIIY 11� Ow 1� Orv f a t�tl etl 9 ( IM1 B tl'9 D p 0 ANSI/iPl1. L I I 1 I IJ g al � 'Jrvtl I b M �N me Cf �
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AOUlllonelpertnanen�bvd"np51aMI0y0racngoll�eoveall5�mdmelsl�eYespon501�yoINeGxne���eLbne(saut�orveJdgenlorl�eBky0e5pnelpe�NeIFC1�eIBCanU �
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iac,�neiec.nrvsirrcitmeecs�:�mman�nem�.amrorecs(a��amycomw�eo�saieiymio�a�m��a.ananiewmsecn.i.r.....:ea�e�nrvwmema�yre�ieem:ianauo�mm,maoo� ENG/NEER/NGuc
mva��eemmepesne�ckaye.rnewssaesynerorwssoesqnenqineer�eisomrmeaesespeuanyena�nee��'�srvorm�a��m���goe�g�e�onneommmy. '
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LOA�ING(psf) SPACING 2-0-0 C51 DEFL in (loc) I/tle0 Vd PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC 039 Vetl(Ly nla - n/a 999 Mi20 169/123
TCDL 100 Lumberincrease 1.15 0C 024 Vert(TL) n/a - n/a 999
BCLL 0 0 Rep Slress Incr Yes VJB 0.00 Horz(TL) 0.00 3 n/a nla
BCDL 10,0 Code IRC2006/rP12002 (Mattlx) Weight:151b FT=20%
LUMBER BRACING
TDP CHORD 2z4 SPFS Slutl TOP CHORD Slrudurai wootl sheathing tlireclly applied or 4-64 oc putlins, except
BOT CHORD 2x4 SPF-S Stua entl vetlicals.
VvEBS 2a4 SPF-5 Stutl BOT CHORD Rigid ceiling tlirectty applietl or 140-0 oc brecing.
REACTIONS (Ib/size) 1=162/d-544 (min.0.1-8),3=162/0-514 (min.0-1-8)
Max Hoa 7=142(LC 5)
Max Upfifll=-l(LG 4),3=b9(LC 5)
FORCES (Ib)-Max.Comp IMax.,Ten.-All forces 250(I�)or less ezcept when s�own.
NOTES
1)Wntl:ASCE 7-05;90mph;TCDL=6.Opsf;BCOL=6.Opst,h=25ff,CatJl,Exp B;enGOSetl;MVJFRS(low-nse)gaEle end zone antl G-C
Edetlor(2)zone;cantilever leh antl nght exposetl;entl vetlical left and nght ezposetl:GG for members and force58 MVJFRS for
reactions showq Wmber DOL=1.60 plale gnp DOL=1.60
2)Gable requires conlinuous bo��om chortl�eanng.
3)This iruss has been Cesignetl�or a.10.0 psf bottom c�ortl live IoaE nonwncurrent wilh any olher live loatls.
4)Provitle mechanical conneclion(by ot�ers)of Iruss to�eann9 piale ra0able of withstantling t001E uplift at joinqs)i,3.
5)This Wss is designetl in axortlance with Ihe 20061ntemational Resiaenlial Cotle sections R502.11.1 antl R802.102 and re/erencetl
standard AN51/TPI 1.
6)"Semi-ngitl pitchbreaks inclutling heels"Memberena fixiry motlel was usetl in Ihe anatysis antl tlesign of ihis Imss.
LOAO CASE(S) Slandartl
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July 8,2014
� WARNING GI 1� �pMy ' IM1 C t f R k I ag 1 Ip B W51 0 NT I M I cl tlP 0 tl I .V tllyJ g p t 4 0 t �psTruss
� g � 'g eth DJflI 5� 1� .0]H)MI :OIyMTk q pll �IIEe JI 1� w e g p gl E IE.TM t tl g d gnE'cales � .
0� tr po b'Ity( Ip 4 q II� I pl 1 po IJ pcledM1 ' ,Th 4 �g p1 beU y U� ,-5 t plry M IIM po 1� YO��ulat �
WIU B� IM1 po GI'IY �Ih pv 1� Ow I � �p M 9 1 11 B tl'p� IB p AN51?PII L 1 I � 14 b 1 M1 "0 q I 0 4 � U em0ers �
I mpres p FI'8 ly, 11 Wp g I dlXyb q Ada? II po ry � 'YU B I� 'gY I�I�yd "rg 9 q I 1� sp Dl�y It� 1 s"ns�aller
N4Ud nl0e� �� b'g � �inyo p 11� -ve II � tl I ��e20 til�y �IM1 (Tr N LW ( �p "M B � IM1 B M�gO y p 1� IFC(� IBC ntl
AN51?PIL Fo B¢ne�alBUelenca q N gtl gnrespo �I� �IeMwlb Qualtlywnlml5�a�eBe�dellvery.eretl .11<alre5lrenla 4Uap I��aCnB� ���� I�esledROnoll�e
ir+emeiae,nusimiameecsi � ��vn i:.emi ecsi�e��a��oacompo�emsaieiymm�.ro��aV.iaae� seenai�,.,,.se�e ��y.ome�eay iia-m.n.no���m.maro� ENG/NEENINGtm
mooi�ee in me ioesne pa�aae-Tne wss aesyne�o.wzz eesqn enAmeer!eiso eennea as a soec�any e�gmee��'�s Nor me eaiamg oesqne,m me���mma.
JJ�TNSS TNSSType p�y Ply N2JgewoMt66VillepeofWeslClay
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LOADING(ps� SPACING 2-0-0 CSI DEFL in Qoc) I/tle0 Vtl PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC 028 Veh(LL) nla - n/a 999 MT20 1691123
TCDI 70.0 Lumber Increase 1.15 BC 0.16 VerqTL) Na - n/a 999
BCLL OD� Rep Slress Inu Yes VJB 0,00 Hoa(Ty 0.00 3 n/a n/a
BG�L 10A CotleIRC2006/rP12002 (Matnx) Weight:l7@ FT=20%
IUMBER BRACING
TDP CHORD 2x4 SPF-5 Slutl 70P CHORD Siruclurai wootl sAeathing tliredty applied ar 3-9-d oc putlins, encepl
80T CHORD 2x4 SPF-5 Stutl entl verlicals.
WEBS 2x4 SPF-5 Slutl BOT CHOftD Rigitl ceiling tlireclry applied or 70-0-0 oc bracing.
REACTIONS (Ib/size) 1=13213-94 (min.0-1�-8),3=13213-9-7 (mia 04-8)
Max Hoa 1=11fi(LC�S)
Max Upli(t 1=-fi(LC 4),3=-57(LC 5)
FORCES (Ib)-Max.Comp.IMax Ten.-All lorces 250(Ib)or less except when shown.
NOTES
1)Wintl:ASCE 7-05;90mph;TCDL=6.Opst,BCDL=6.Opsf;h=25fi;Cal.II;£xp B;enGOSeQ MWFRS(low-nse)gable entl zone an0 GC
Extenor(2)zone;cantiieveiJefl and nght ezpasetl;entl vertical left antl nghl exposetl;C-C br members anG forces 8 MWFRS br
reactions shown;Lumber OOL=7.60 plate gnp DOL=1.60
2)Gable requires wntinuous�ottom chortl beannq.
3)This W ss has been tlesigned�or a 10.0 psf bo��om chord live loatl nonGOncurten�with any olhe�live loatls.
4)Provide mechanical wnnection(by olhers)ot lmss lo beanng plate capable of withslanding 100 I�upli/t at joiN(s)1,3.
5)This�mss is designetl in accordance wi�h the 2006 Intemational Residenlial Code sections R502.11.1 antl R802:102 and reterencetl
standard ANSI/rPl i.
fi)"Semi-ngid pitchbreaks inclutling heels"Mem�er entl fxity motlel was usetl in Ihe analysis antl tlesign of Ihis Wss.
lOADCASE(5) Stanaartl
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A WARNING Pk 5 IM1 q�ty U C t l A k kOB � �P B N51 4 NT I M I ct 4P d q 1 .V tyd g pa N �M aJ 1 IF' T 55
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AtltllonelpermanenlGUN'nBS1abINyMata�po�IM1eove Ilslmqurelsl�e«s0onsb'l1yoll�eO.rneqlnePrnefsaul�otli¢Jegenloit�e8 MnppesgneLce ��QIRC,I�e18Can0 �
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iae.meiac,nHSi�Piim�aesi m��y�:neei�,a�amrecsee�a�o�ompo�emsaie�ymro .ro��a.siameo-omsecnai.,.,.,.sno�a�:i�r:coma,ma�yreiaiea�:ianaro��mo��ano� ENGINEERINGuc
mpoi���n me ionsne pacxeqe.me wss aesqne�or wss eesq��e�e��ee�(eiso oeunee as a spemany enAmeeq h rvor me eu�mme oesre�e����ne emmme.
Jo0 Truss TrussTypa pty Ply mtegewooe.�savivaaeoiWesiciay
IB�532B1
9Ntl8<]1 VW Valley 1 1
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Scale=1211
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LOADING(psq SPACING 2-0-0 C51 DEFI in poc) Ildell L/tl PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC 0.16 Vert(LL) n/a - n/a 999 MT20 189/123
TC�L 10.0 LumEerincrease 1.15 BC 0.10 VetlQy n/a - n/a 999
BCLL 0.0 Rep Slress Incr Yes WB 0.00 Horz(Ty 000 3 n/a n/a
BWL 10.0 CotleIRC2006/iP12002 (Matnx) Weight:1016 FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPFS SW4 TOP CHOR� Strupural wood sheathing diredty applietl or 9-0-8 oc purlins, except
BOT CHOR� 2xd SPFS Slutl entl verticals.
WEBS 2x4 SPFS Stud BOT CHORD Rigid ceiling Giredly applied or 10-0-0 oc oracing.
REALTIONS (Ib/size) 7=103/3-0-4 (min.04-8),3=103/3-04 (min.0-1-B)
Max Horz 1=90(LC 5)
Max Upllft 1=4�LC 4),3=34(LC 5)
FORCES (Ib)-Man.Comp./Max.Ten.-All forws 250(Ib)or iess except when shown.
NOTES
1)Wnd:ASCE 7-05;90mp�;TCDL=6.Opst BCDL=fi.Opsh h=25f1;Cat.II;Exp B;enGOSed;MWFRS Qow-nse)gable entl zone and C-C
Extenor(2)zone;cantilever lefi antl ng�t eaposetl.;entl vertical left antl nght exposed;GC tor members anG forces 8 MWFRS for
reaclions shown;Wmber DOL=1.fi0 plate gnp OOL=1.60
2)Gable requires continuous bottom chortl beann9.
3)This Iruss has been designed(or a 10.0 psf bottom chord live loatl nonconwrtent with any ot�er live loatls.
4)Provitle mechanical conneclion @y olhers)of truss to beanng plale capable of withslanding 100 Ib uplitl at joinl(s)1.3.
5)This truss is designetl in awordance witM1 fhe 2006 Intemalional Residential Coae seclions R502.11.1 ana R902.102 and referenced
slandard ANSI/rPl i.
6)"Semi-ngitl pilchbreaks inclutling lieels"Member end fixiry motlel was useG in Ihe analysis antl tlesignbf Ihis truss.
LOADCASE(S) Standara
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July 8.2014
O WARNING.PI 1� g�ly . IM1 C 4� f5A k 108 � �P B'tl51 rA NTe I M I q. UP 0 d I .V lyd q pa 1 �M a! 1 n1�� T ss
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supoii��n ine�oosna oeckape-me vuss eesr�ner ur�mss aesqn ena�neer ieiso aennea as a specrany e�i�eap is HoT�ne e��ie�na oesq�e�onna nmaino-
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LDADING(psfJ SPACING 2-0-0 CSI DEFL in (loc) VGefl L/d PLATES GRIP
TCLL 20.� Plates Increase 1.15 TC 0.08 Vert(LL) n/a - n/a 999 MT20 169/123
TCOL t0A WmOerincrease 1.15 BC 0.05 Vetl(TL) nla - n/a 999
BCLL 0.0 RepSlresslncr Ves WB 0.00 Horz(Ty 000 3 n/a n/a
BCDL 10.0 Cotle IRC2006/rP12002 (Malnx) Wei9ht:71b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF-S S�utl TOP CHORO Slructurel wooG sheathing tlirectly applietl or 2-34 7 oc pudins, except
BOT CHORD 2x4 SPF-S Swtl ena venicals.
VJEBS 2x4 SPFS SNd 60T CHORD Rigid ceiling tlireclly applied or 10-0-0 oc bracing.
REACTIONS (Ib/size) 7=742-3-e (min.0-1-8),3=742-3-8 (min.04-8)
Max Hoa 1=65�LC 5)
Maz Upliftl=-3(LC 4),3=-32(LC 5)
FORCES (�p)-Max.Comp.IMax.Ten.-All forces 250(I�)or less excepl when shown.
NOTES
1)WnG:ASCE 7-05;90mph;TC�L=6.Opsf;BCOL=6.Ops1;�=25fl;Cat ii;Exp 0;enGOSed;MWFRS pow-nse)ga01e end zone antl C-C
Exlenor(2)zone;canlilever IeR antl nghl exposetl;end vetlical lefl anG right exposed;GC!or members antl forces 8 MVJFRS lor
reactions showq Wmber�OL=1.60 p�ate gnp DOL=1 60
2)Gable requires conlinuous bolrom chortl beanng.
3)This truss has been Gesigned lor a�10.0 ps(bottom chortl live loatl nonconcurrent with any other live loatls.
4)Pmvitlemechanical connection(�y others)of Wss lo beanng plate capable o(wilhs�antling 1001b uplif�al joinqs)1,3. .
5)This Iruss is tlesipned in accortlance wilh ihe 200fi Intema�ional Residential Code sections R502.11.7 anE R802.102 antl referencetl
slantlartl ANSI/TPI 1.
6)"Semi-ngid pitchbreaks inciuGing heels"Member enC fxity motlel was usetl in Ihe anatysis antl design of this iniss,
LOAD CASE�S) Slantlartl
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July 8,2014
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Atla�onal permanenl Ou q ng s�e�I�y�tac n9 0l the ov¢all slrvtlua-s l�e rtspans�I ly oI1M1e O.v eq IM1e Qvne�s aN�onzeU a8en�o�IM1e Bu N nB D¢sqneq pe�Ipe Ift4��e IBL an�
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iac,meiec.nrvsirtcn meecs� � �y ne.is,amr ecs��e��w��com��emsare�ymr r � reaamen sacn 1�„�.«.:our,a i�y. �ee�y�eia�m��,ianaro�-�mrmaro� ENCINEEN/NG!:c
i�pvi�ea m me lebsne oackaae.rne wss eesyner u�imss eesyn eipinee��eiso eernea as e Specixny eig�ncep is Hor�ne enuema oeslgoer oime eunm�q.
JoD Tmss TmssType ply Ply VutUgewoaJ t68vlllapealWesiCley
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J �R�PI' dll
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LOAOING(psQ SPACING 2-0-0 C51 DEFL in Qoc) I/tlefl L/a PLATES GRIP
TCLL 20.0 Plales Increase 1.15 TC 0.03 Vert(LL) n/a - n/a 999 MT20 169/123
TC�L 10.0 Wmberincrease 1.15 BC OA2 Vert(Ty n/a - Na 999
BCIL 0.0 Rep Stress Incr Yes VJB 0.00 Hoa(TL) 0.00 3 n/a n/a
BCDL 10.0 CotleIRC2006RP12002 (Matnx) WeighP5lb FT=20%
LUMBER BRALING
TOP CHOR� 2xE SPFS Stud TOP CHORD Slmcturel wootl shealhinq Girectly applietl or 1-&15 oc putlins, excepl
BOT CHORD 2z4 SPFS Stud ena verticals.
VvEBS 2x4 SPF-5 SWtl BOT CHORD Rigitl ceiling tlirecity applied or 10-0-0 oc tiracing.
ftEAGTIONS (Ib/size) 1=45/1-6-11 (min.0-7-8),3=4511-6-17 (min.a-1-8)
Max Hoa 7=39(LC 5)
Max Uplifl 1=-2(LC 4),J=-09(LC�5)
FORCES (I�)-Max:Comp IMax.Ten.-All forces 250(Ib)or less except when shown.
NOTES
1)NAnd:ASCE 7-05;90mph;TW L=6.Opsf;BCDL=6.Opsl;h=25fl;CaL II;Exp B;enGOSeQ MVJFRS pow-rise)gable entl zone antl GC
Extenor(2)zone;cantilever le0 anC nghl exposetl;end vertical letl antl righl exposetl',GC br mem�ers and lorces 8 MVJFRS br
reactions shown;Lumber DOL=1.60 plale gnp D0�=1.60
2)Gable requires continuous bollom chortl beadng.
3)This Iruss has been tlesigne0 for a 10.�psf Oottom chord live loatl nonconwrten�with any other live loatls.
4)Pmvide mechanical connecfion(by olhers)ol lruss to beanng plate capable o/wi(hslanAing 100 I�uplift at joinl(s)1,3:
5)This truss is tlesigned in accordance with Ihe 2006 Intemational Resitlenlial Coae sections R502.11.1 antl R802.102 anG relerencetl
slantlard AN51/TPI 1.
6)"Semi-rigid pitchbreaks including�eels"Member entl�xily model was used in ihe analysis and design of�his Imss.
LOA�CASE(S) Stantlard
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July 8,2014
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suoo����In me�oesne pacwaqe.me wss aesianer or wss aesgn enoineer(a�so aeanee as x syecany ena��eer�5 uonne ewuina oesqner or me ewmmg.
Job TNSS TmssTypa pty Ply Wka9ewooe t66U�liageolwestclay
1845R94
B1d�1Ba]t Vt0 Valley � I
JbRf 1 1' p
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LOADING(ps� SPACING 2-0-0 C51 DEFL in (loc) I/tle0 Vtl PLATES GRIP .
TCLL 20.0 Plateslncrease 1.15 TC 0.40 Vert(LL) nla - n/a 999 MT20 1691123
TCDL 100 Lumberincrease 1.15 BC �25 Verl(Tl) nla - n/a 999
BCLL �0 Rep Siress Inu Ves WB 0.12 Horz(TL) 0.00 d nla nla
BC�L 10.0 Code1RC2406/rP12002 (Matnx) Weight321b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Siructural wootl sheathing tlireclly app�ied or 6-0-0 oc putlins, except
80T CHORD 2x4 SPF No2 end vetlicals.
WEBS 2x4 SPF-S Stud BOT CHORD Rigitl ceiling direclly applied or 6-0-0 oc bradng.
OTHERS 2s4 SPP-S S�utl
REACTIONS (Ib/size) 1=221111-8-8 (min.0-1-8),4=82/11-8-B (min.0-1-8�,5=5'!2/11-8-8 (min.0-1-8)
�Max Horz 1=120(LC 5)
Max Uplift 1=-1(LC 4),4=-7(LC 5),5=-]4(LC d)
FORCES (Ib)-Max.Comp/Max.Ten.-All Porces 250(Ib)or less excep�when shown.
WEBS 2-5=-415I200
N�TES
i)Wntl:ASCE 7-05;90mp�;TCDL=6.Ops/;BCDL=6 opsf;h=25f,;Cal.II;Exp B;�enGOSeQ MWFRS Qow-rise)gable entl zone antl GC
Extenoq2)zone;wntilever lefl antl nght exposetl;entl vertical lelt ana righl exposetl;GC for members anG forces 8 MWFRS for
reactions showq Lumber DOL=1.60 plale gdp DOL=1.60
2)Gable requires conlinuous bottom chortl�eanng.
3)This iruss has been designetl(or a 10.0 psf bo�tom chortl Iive load nonwncurtent wilh any other live loatls.
4)Provide merhanical conneclion(by olhers)of Imss to Eeanng plate rapable of wilhstanGing 100I6 upli(t al joint(s�i,4,5.
5)This truss is aesignetl in�accordance with the 20061ntema�ional ftesiaenlial Code sections R502.11'.1 antl R802.102 antl referenced
stantlard AN51/TPI 1.
6)"Semi-rigid pitchbreaks inclutling heels"Mem�er en0 fxily moCel was usetl in IM1e analysis antl design of�his W ss.
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� July 8,2014
A WARNING PI t� B�IYr¢' 1� C 1 f A k 1 Eg t IP B q51 M NT I M I vt tlP d q I .V hd 9 � I U U I 1� T ss
0 g � g 01� �Jft I 5� 1( .OJ1Qcel O IyMR k eG plal �114 UI N 1 4 g 4 yl 6e IW.TF I 0 q 0 g10 les �
OY 1 P bMY� Ih 0 g ��� I AI 1 po 10�ncl C� � .TI� 4 g pf ,I 0 0 OAb . IIaGIIY tl II� � po 11 �nY Pa� I r �
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I pRSSanbucklnqonly,n�10 b�Mll B �EiIXy� 8-A�� �I� (¢� ry sllTlnUd g 10 �Iql I 1 �'lllytl rl pc 51 tt 1� e50 LlilyO�IF Irvs � �Ilel..
AtltlnonalpermanenlOaltlngslaMlny�racnpollneaw II VuclurelstM1eieponseltyoltnu,Ownarl�eQVnelsautno@¢pegenlorOeBUIWIngOesgneGperNeIFC1�eIBCanJ
PNSIRPItPo�genemlguqanu�epN9tl q � sp� 011 fMwllonyualHyconlml5tog ,01 ry tlonlele�elres4an1aC0ep IMCIng,con5ult1�eW1esleUAronol��e ^
iecnneiec,nNSVraii meeesi��m�� �yrn:is,anaioreesi�ewamecom��e� sare�yi�r aro��a.aiamsr�omsecne�w.�.seom�n�y.�ma�aa�y�eia�ea-nsui�aron'nm�,naro� ENGINEER/NGi(C
suva�����me jonsAe peckxga.tne wss aesgner or wss aesqn englneer�a�so aennee as a sce=�e��y enpineerj'u Nor ine eui�aing oesqner o�me buiminq.
Job Tmss TmssType Oty Ply weeB�ooe teevmageo�wesiCiay
Ia�SalHs
BIdd16q1 V11 Valley 1 �
R
PROBUILO, MOORESVhLE,M16158 i4JOSOC1A�2013MITeklnJUSlries,Inc. MOMU10]18A/:�0001� Paqel
ID'sBwJLOgaH_sHFNACi6051uz_SXO-hCnMTN5oA3UAPVOx190uJg5v�opZXys6P_tCz_OS�
8-2 15
63-15
L� I I Scale=1:J5 1
9
850 12
15+d II
d �
2
t
ta
b
z.a i s a
L5va II tSHa II
I
LOAOING�ps� SPACING 2-0.0 C51 DEFL in poc) Vdell L/tl PLATES GRIP
TCLL 20.0 Plaleslncrease 1.15 TC 0.19 Vert(Ly n!a - n/a 999 MT20 169tl23
TC�L 10.0 Lumberincrease 1.15 BC 0.07 Verl(TL) n/a - nla 999
BCLL 0.0 Rep Siress Incr Ves WB 0.08 Horz(Ty 000 4 n/a n/a
BCDL 10.0 CodeIRC2006/TPI2002 (Matnx) WeighP,2816 fT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No 2 TOP CHORD Sirudurel wootl sAeathing tliredty appliea or 6-0-0 oc putlins, excepl
BOT CHORD 2x4 SPF Na2 end vetlifals.
WEBS 2x4�5PFS Stutl BOT CHORD Ri9id ceiling direcly applied or 70-0-0 oc bracing.
OTHERS 2x4 SPF$�S�ud
REACTIONS (Ib/size) 1=117/8-2-9 �min.0-1-8),4=121/8-2-9 (min.0-0-8),5=373I8-2-9 (mirtD-7-8)
Max Horz 1=163(LQS)
Max Uplift 1=-6(LC 4),4=-28(LC 5),5=-104(LC 6)
FORCES (Ib)-Max.Comp./Max.Ten.-All(orces 250(Ib)or less except when shown.
WEBS 2-5=-275/151
NOTES
p Wnd�.ASCE]-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf�,h=25ft;CaL II;Exp B;enGosed;MWFRS Qow-nse)gabie entl zone and FC
Exlenor�2)rone;cantilever left and nghl exposetl;entlbehical left antl nghl exposeQGC for members ana(orces&MVJFRS lor
reaclions shown;Lumber DOL=1.60 plate gnp DOL=1.60 �
2)Gable requires continuous boltom chord beanng.
3J This truss has been tlesigned for a 10.0 psf bottom chorE live Ioad nonconcunenl with any olher live loatls.
4J�Pmvitle mechanical connection(by others)of imss to beanng plate capable o(wilhstantling 1001C uplift atjoint(s)1,4 ezwpt(j1=1b)
5=104
5)Thislruss is tlesigned in accortlance wilh ihe 2006 Inlemational Residenlial Code seclions R502:11.1 and R802.101 antl referencetl
standartl ANSIRPI 1�. -
6)"Semi-ngid pitchbreaks Inclutling�eels'Mem�er entl fxi�y motlel was usetl in Ihe analysis and tlesign o(ihis imss.
LOAD CASE(S) Slanaartl
A4.,i}L)UEi:J�p}p3
:�+�"L yL�F���J �.✓ t'<.
.,4s5''f3;��45 'cns��%�i�*,�N,
i tC 4� :;`'� ,;.
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: o : :� a �
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e`j'Olf�`n�1C7 7A %�'t,.�iti�4`~
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July 8,20t4
A WAFNING PI 1� gMY .� �� C 1 ! R k I QB -I IP B 1051 D NT¢ / M f cl dP d cls I .V Mye g p 1 0 0 � 1� T ss
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� I rwmOress b ckl'g ly n II 0'b'p IaOiI�yE c g.AetlA Ite y ry e IranVd'g 10 "np�o'ns 1 OIIyO 8�� C �� espo Olty Il�etm5 �nslaller.
A44X'onal pemianenl W tl'ng slabll ly�rady ol tM1e ovG all slvtlure 51M1e respons�'llry oI1M1e Oxneq IM1<Oxn¢fs aN�orizlJ epenl o���e Bu d n8 Desgnet per Ipe IFQ I�e IBC an0
ANSIrtPIt ForgenerelgW4anceregaNlnB4dslgnreiponsiUllilies,laGrkatloryqueltlymnlml.slorege,Defvery.e2aion.laleralreslralnlenJtliaBe�elMaunB�wnsulll�elale5leanionoltM1e •^
iac;meiec,nrvsinPn.meacsi:�mman�nem:.amrorecs�emmi�qcomoo�emsaren���o�<roo�a�anameuomsecna�.,.,.,:e�m��vy.�oma�ea�y�ei�mm�ianaro����mrmauo� ENG/NEEA/NG!cc
supplea in me iotstle necteae.rne wss aesgne�or�msz aespn enqlneer�a�so aefinea es a spe=lany erglneep is rvoi me euialna oasqner mme oWa�ny.
2ob Truss TrussTyae pty Ply Kpoqewootl i6fiYi�aBeoiwes�ciay
IB�53198
B1NIBOI Vt2 Valley 1 1
J�qb Reterence laptLpneu
PROBUILO, MOORESVILLEIN 68158 Tl30sOqt�]013MTeklntlus�res,lnc. MonJU10]18I1:�130H Pege1
IDS6wJLOgaH_sHFNA¢6051�SX�-90LkbPVjZUBLoYTDVTgF03smqJVJtY1255m9XBez_OSq
0-11 6
4-01-6
1 Sr4 I� Scale=120]
I
B 5a 12
]�
'b 2-3
i
13
C
d
J
2xd�i
1.5xa II
LOA�ING(ps� SPACING 2-0.0 C51 OEFL in (loc) I/tle0 Vd PLATES GRIP
TCLL 200 Plateslncrease 1.75 TC 0.45 Vetl�LL) n/a - n/a 999 MT20 169/123
TCDL 10.0 lumberincrease 1.15 .BC 028 Vert(TL) n/a - nla 999
BCLL 0.0 Rep Siress Incr Yes WH 0.00 ,HOrz(TL) 0.00 3 n/a n/a
BCDL 10D CoCe IRC2006/TPI2002 (Malnx) WeighC 131b FT=20%
LUMBER BRAqNG
TOP CHORD 2x4 SPFS Slud TOP CHORD SWGUraI wood shealhing tlirectly applietl or 44 L6 oc pudins, except
BOT CHORD 2x4 SPFS Stud entl vetlicals.
VvEBS 2n4 SPF-S SIUG BOT CHORO Rigia ceiling tlirectly applietl or 70-0-0 oc bracing.
REACTIONS (Ib/size) 1=174/4-11-1 (min.0.7-B),3=174I4-1L7 (min.0-1-8)
Max Horz 1=93(LC 5j
Max Uplift3=-32(LC 6)
FORCES (Ib)-Mas.Comp/Max:Ten.-All lorces 250(Ib)or less excep�when shown.
NOTES
1)WSnd:ASCE 7-051 90mph;TCDL=B.Opsf;BCDL=6.Opsf h=25P,;CaL Ilj Exp B;enGOSetl;MWFRS(low-nse)gaGle entl zone anC GC
Extenoq2)zone;cantilever.left and ngh�exposed;end vetlical left antl nght exposetl',GC for members antl torces 8 MYVFRS for
reactions shown;�Wmber DOL=1.fi0 plale gnp WL=1.60 �
2)Gable requires wnlinuous�oVOm chord�earing.
9)This iruss has been designea for a 10.0 ps(boltom chord iive loatl nonconcunent wilh any other live loatls.
4)Pmvitle mechanical mnneclion @y others)of Iruss to beanng plate�capable of withstanGing 1001b�pli(t at joint(s)3.
S)This Wss is aesigneBin amortlance with the 20061nternalional ResiOenlial CoGe sec�ions R502.11.1 antl R802.102 antl relerenced
slantlard ANSVTPI 1.
6)"Semi-ngi0 pilchbreaks inclutlinq heels"Member entl Oxity motlel was usedin IM1e analysis antl design of ihis iruss.
LOADCASE�S) Slantlartl
�i}i R f t,� �
2
.k�C��U+���f'i �1����J
'e F C31t'T�h��'','�'i'">
a 2;f'`';Fx .:F�?w..�''M
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. ..� July 8,2014
Q WARNING Pk l� 9�1y 0 C 1 f A F kdg � 1 �P B I�51 M�NT�TSI M� 1d- UPro� � I :V tytl g pa N M 4 1 N T ss
� g O 'g �IM1 OJFI nt Sh 1( .W;IQCeb OIyMTh ecl pll 5�11� 4� I� � tl q � 'gl U IN Tl�� 1 E g J "g'0 �s
pl f pp 9dllyl 1� J Sp �I� -Jll po 10 pdeJ� -.T�¢0 g p1 51 0 p J� '1 Clly J �I�' po I( r1 I r
�qy� t� p blty 11� Ow t� Dx ��eul�mlM g 1� Iti B Itl g� g p NN51/�PI1 Lt I I 10 q 1 � Elvq I 0 �qU Uma Ce m
/ ompes U hly ly,- II p pl g �eb'IpyO g FUJd II p� ry �IrenVtl'g IM "B� 'S 1�Ilya gco 9 c1 1� ¢sp -dIAY II� tmss-nslalk�.
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AN51?PIL Po�gem�alB�^�ancercqaNingJesig^respon9�Ililie5,fabrit�ifan,qual�ywnVOl,sloreBe,a¢6v¢ry,ereilqn.lal¢ralmslieMlenJtliegonalMacinp.mnSUtllhelales�e0�ionof��e �
iaameiec,nrvsnraiinneeesi,�m�,�.n:neei..a�emrecsi�s��amaeam��emsaropm�orm�no�7a�anemevomseenai�,,..,�eo�woiey.�ma�ea�yreieieamseneuo���mo�ano� ENGINEEHING!te
s�pq�m m ine ioosne Vackaqe.rne imss aesgner or�ms5 aesgn enoineer�aiso eer�ea as a specianr eiqinee���s Not�ne e���ie�na oe:y�e�o�me ouaa�ne.
Job Truss TmssType Oly Gly wxtlgewoaG 1fi6VlliaeaoiWas�may
16<532W
BN<IB�iI Vt3 Velley 1 �
J �R f I 1' Il
PR09UIL�, MOORESVILLE.IN�8158 ]�30sOq1�10UMT¢klndu5lnes,Inc.MOnJUIW18:0��120NPaget
IDSBwJLOgaH_sHFNACZ605WZ_SXO-90LkM1?ryZU6LoVTbVTgF035qoJVqY1C55m9X8az Osq
-180 � a4t-8 _�
1-60 4�11-9
3x0 II Scale=l4)]
B 50 1Y
b i5x< II
a 1J p.5
J
3.a II
2
� fi
d �
1
5-]
1 6 5
z.a II i,sa� li
1.5x< II
LOADING(psf) SPAQNG 2-0-0 C51 DEFL in (loc) IItleO Vtl PLATES GRIP
TCLL 200 Plateslncrease 1./5 TC 0.19 Veh(LL) 0.00 1 n/r 180 MT20 1691123
TCDL 10A Wmberincrease 1.15 BC 0.75 Ve��TL) -OA2. 1 Nr 120
BCLL 0.0 Rep Stress Incr Yes VJB 0 05 Hoa(Ty �.00 5 n/a n/a
BCDL 10A CotleIRG2006/rP12002 (Matnx) NAntl(LL) 0.00 1 nlr 120 WeighC211b FT=20%
LUMBER BRACING
TOPCHOR� 2x4BPfNO2 TOPCHORD SWquralwoo0shealhingEirectlyapplieaor4-0l-BOCpudins, ezcept
BOT CHORD 2x4�SPF-S Stud end vetlicals.
VvEBS 2x4 SPF-S Stud BOT CHORD Rigitl ceiling tlireclly apP��etl or 10.0-0 oc Eracing�.
OTHERS 2x4 SPFS Stad
REACTIpNS (Ib/size) 7=146/4-77-8 (min.0-0-8),5=13614-it-8 (min.0-1-8J,6=190/4-11-8 (mia0-1-8)
Max Horz]=147(LC 5)
Max Upllft7=132(LC 4),5=23(LC 5),B=-�B9(LC 8)
Max Grav 7=204(LC 5),5=136(LC 7);6=190(LC 1)
FORCES QO)-Max.Comp.IMax.Ten.-All forces 250 Qb)or less excepl when shown.
NOTES
i)Wintl:ASCE 7-05;90mph;TC�L=6.OpsF,6CDL=6.Opsf;h=25f;CaLJI;Exp B;enGOSeQ MWFRS(low-nse)gable entl zone an0 FC
Eiterior(2)zone:canlilever lefl and nght ezposed;end vertical left and nghl exposeQC-C lor members anG forces 8 MWFRS for
reac0ons shown;Lumber DOL=1.60 plale gdp DOL=1 60 �
2)Gable requires continuous tiottom chortl beatlng.
3)This Imss has been designed for a 10.0 pst bo�tom chortl live load nonconcunenl with any other live loads.
4)Provitle mechanical connection(by olhers)o(iruss to beanng plale capable ol wit�standing 100 I�uplitl a�joint(s)5 except Qt=1D)7=732
6=169.
5)This Wss is tlesignea in accortlance wilh ihe 20061n�emalional Residen(ial Code sections R502.11_1 antl R802.102 antl referenced
stantlartl ANSI/TPI L �
fi)"Semi-rigitl pi�chbreaks inclutling heels'Mem�er en0 fxity model was used in the analysis antl tlesign o!this Wss.
LOAD CASE�SJ Stantlard
y: I 1 t1F FaF'���a��
¢'b i5�Pff �. �/1r. �
>yY� �i�� ,�7�`.-�w"i'T..
L^ iJ .'4�` Y.
..:' Cr::- <���`S? .-:
�a EE�:)}iii�22!3 ;
� o'; : > =
� STA�ECJF' _';&` .w�.
O<� ?"r�7ia � : fy �;
���i� E'Q1 4�11Ca';��.".':
r;'IJ?ZtilSiii�11;�',i.
July 8,2014
A WARNING PI 1� gM1ly ' 1� C 1 f A h k63 1 IP B p51�M NT f M I � etlP a�1 I .V y0 q pp ��H tl tl 1 IM1 T ss
0 g D 'g tlln pJRI 5� 1� .OJ1a)peI .OIyMTh d pll �IIUe MI tM1 1 4 g 4 91 0 Iq iN 1 0 g U "g�d is
a P� ! P selryf Ib tl 9 !M hgf lrv wr� 10{rd 0� '.t� 0� g 01 I J B Jn . '1 blry J ��M1- p � 11 - ype? I
. 010�� 1� po blly /IM1 Ow I� Qv f e@ EBg I �IA B Id�q� 9 V AN51?F11 l��l 1 IJ g Iro S� rNrvif t b MCYw/tlmemLe. B
d Y mpres � hl'g ly 11 Wtl�g t Lllyb Ig A4JM1I� II p� ry � 'Vdaa Ip '�p1 n �bl�yU �g A cl I 1� � 50 �a��Y ��� � 5-nslalle�.
� AdpA nalperm 10 k"g t�IAyM B ��� II 1 tl ' 1� re p �Ily 11� Ow 1� O.v ! 1� eJ q w ineB q pDesg e,-ce�� IRC ihelBG ntl �
' ANSIRPII.FOg erelpuNancer8 0 qU pn�espo bll ,I�Na1.o ,quaNycon�misb�ape,tlelveryertd ,I� I VenlaUJeq IL '8 IIIM1 11 1 tl�onoll�e
iac.meiec.nrvsuroir.meacsi �y nee�:.a�em,ecsi�e�a�,oecompo�emseieymmm,a�ome.aueieo-o secam�,..na�o�svy.�omeme�vreia�ee��:iaiwro�nmrmaro� ENG/NEER/NGctc
s�ppnen'�n me posne pecxaAe.me wss aesqner or wss aesbn eno�neer�eiso aennm as a speciairy ene�neep�is rvot me ewimnp oeiyner unne e��a�na. �
.b� Tmss TmssType �ty Ply v.xeqe�.nm +sevniaaeoiwes�aay
IBISJ280
� P1Adi6d]t V10 Valley 2 I
J ER I I f II
PROBUILO, MOOFESVILLE.IN�615B iA3050c11�3013MiTeklnJU51r1¢s.Inc. MOnJU10)184402201dPegel
ID:sBwJLOgaH_sHFNAiz6051uz_SXO-ebvfiuLwLKOJCPi2n3ABUxGP?MivRHUIFJQu4j4z_OSp
].fi-01
3b-01
1.SV0 II Scale=1:15]
2
0.50 @
]-3
t
1-3
d
J
zxa 'i is.a II
LOADING(ps� SPACING 2-0-0 C51' DEPL in (bc) IItleFl Lltl PLATES GRIP
TCLL 20.0 Plateslncrease 1.15 TC 021 Vert(LL) nla - Na 999 MT2� 1fi9/123
TGDL 70.0 Lumberincrease 1.15 BC 0.13 Vert(Ty n/a - n/a 999
BCLL 0.0 Rep SUess Incr Ves VJB 0 00 Hoa(Tl) 0.00 3 n/a n/a
BCDL 100 CotleIRC200fi/TPI2002 (Matnx) Weight:9lb F7=20%
LUMBER BRAqNG
TOP�CHOR� 2xd SPF-S Slutl TOP CHORD Struclural.wood sheathing directly appliea or 3-6-11 ac putlins, except
60T CHORD 2xA SPFS Stutl end vertirals.
VJEBS 2xd SPFS Stutl BOT CHORD Rigid ceiling tlireclly appliea or 10.0-0 oc bracing.
REFCTIONS Qb/size) 1=118/3-6-5 (min.0-0-8�,3=178/3-6-5 (min.0-i-8)
Max Horz 1=63(LC 5)
Max Uplitt3=21(LC 6)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown�.
NOTES
1)Wntl:ASCE 7-05;90mp�;iCOL=6.Opsf BCDL=6.Opsf h=25ft;Cal.II;Exp B;enGOSeQ MVJPRS(low-nse)gable entl zone and GC
Extenor(2)zone;cantilever lefl antl nght exposetl;entl vertical left antl nghl exposed',GC for members antl forces 8 MWFRS tor
reaclions shown;Lumber DOL=1�.60 plate grip DOL=1 fi0
21 Gable requires continuous bottom c�ortl beatlng.
31 This Iruss�as been designed for a 10.0 psf Oottom chord live loatl nonconcunent with any other live loatls.
4jPmvitle mechanical connection(by olhers)of fruss to beanng plale rapable ol wi��standing 100 Ib uplifl at joinl(s)3.
51 This iruss is tlesigned in amortlance with the 20061ntemationat Resitlential Code seclions R502.71.1 and ft802.102 and referenced
stantlartl ANSI/fPl 1.
6)"Semi-ngid pilch�reaks includinq heels"Member entl-0xiry�moEel was used in Ihe analysis antl tlesign of Uis Wss.
LDADCASE�S) S�andaN
yiY� I R:�vt.tt.. //�7
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July 8,2014
A WARNING PI 1� ugM1lY � 0 C � ( h h kJg .. � �P B'I451 M NT 1�M f tl JPro!CI I .V tyE g pa mN M -a 1 1� T ss
� g O 'n8 O10 DJRI SM1 1( .0]10)Ceb OIyMTk ct 011 �Ilbe 41 1� 1 E g J gl G I�.T� 1 4 9 tl g'4' ts
n� � ro erry� mc e nn m� � ro� �ev�an '.m e b � W' i ee -an� ienv e �n� -w u �rwn ir
�Ia�g' �� p� plly IN Ow t� Qv t 10 tl 0 B � �� B IJig� 9 VQ AN51?PIt L 1 I t I IJ q t � "�qvA I G M[li Nm Ce � �
� compre W kl p ty n If b Itl'�g t Glnyb uip:A00d� II % ry sVanVO g IM "gl I t UIIIyU I P� � c10 slM1eresp ➢IAyofl�eVUSS"nsUlkr.
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ANSI?PILFO�Be�e�algutlancerepaNinpOesipnre5p�n5i011MIe5.la�OCalion;qualitycon�ml.5lorage,Jellvery,eredlon.la�e�al�eSVainland4lagondlMaclnp.wn5N11�elale5leUNOnol��e �°
iae,meiec,arvsirtai�,meecs:��a�yinae�s,a��d,eesi�e��a��eomoo�emseie�ri�ro�a�m��a.anaeiewmsecnaiw�+.:ea�e�:ey.r.ome�ea�y�e�a�eem:�euaim��mo�aio� ENGINEER/NGae
supoi��'inme�oosneoacxaqe.rnewssaesiqnerorimsseesiqnena��eer�aisoeeaneoasasoecianyenaineep'isHOrmee�oe'�nooesyne�onnetuiiainq. '
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LOADING(ps� SPACING 2-0-0 C51 OEFL in (lac) I/tlefl Vd .PLA7ES GRIP
TCLL 20.0 Plates Increase 1.15 TC 0.10 Vert(LL) n/a - n/a 999 Mt20 169/123
TCDI 10.0 Lumberincrease 1.75 BC 0.06 Vetl(Ty Na - n/a 999
BCLL 00 RepSiressina Yes WB 000 Horz(iL) 0.00 3 n/a n/a
BCDL 1�.0 CodeIRC2006/rP12002 (Malnx) Weight8lb FT=20%
LIIMBER BRACING
TOP CHOR� 2x4 SPF-S Stud TOP CHORD Slrudurel wootl sheathing tlireclly applietl or 2-5-9 oc putlins, ezcept
BOT CHORD 2x4 SPFS Stud enG venicals.
VrEBS 2x4 SPFSStutl BOT CHORO Rigitl ceiling Girectly applietl or 10-0-0 oc bracing.
REACTIONS (Ib/size) 7=802-5-6 (min.0-0-8),3=802-56 (min.04-e)
Max Horz 1=70(LC 5)
Maz Upliftl=-3(LC 4),3=-34(LG 5)
FORGES (ib)-Max.Comp./Max.Ten.-All forces 250 Qb)or less except when slrown..
NOTES
1)WnO:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf h=25fi;Cat.II;Exp 8;enGOSed;MVVFRS(low-nse)gable entl zone antl GC
Exfenor(p)¢one;cantilever lefi an0 nghl exposed;entl vetlical IeFl an0 nght exposeQGC for members antl forces 8 MVVFRS lor
reaclions shown;Lumber DOL=7.60 plale grip DOL=1 60
2)Ga�le�equires conlinuous bottom chord oeanng.
3)This iruss�has been designetl Por a90.0 ps(botrom chord live loatl nonconcurrent wilh any olher live loatls.
d)PmviGe mechanical connedion(by others)of Iruss to beanng plate rapable of with5tantling�t001b uplift af joint(5)i,3.
5)T�is tmss is designetl in accorGance with ihe 2006 InlemationalResidential Code sections R502.11.1 antl R802.102 antl referenced
standardAN51/TPI1. - �
6)"Semi-rigitl pilchbreaks inclu0ing heels"Member end�xity motlel was usetl in ihe anarysis antl Oesign of ihis iruss.
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TCLL 20 0 Plaleslncrease 1.15 TC 0.01 Vetl(Ly n/a - nla 999 MT20 169/123
TCDL 10A Wmberincrease 1.15 BG 0.01 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr Yes VvB 0.00 Horz(Ty 0.00 3 n/a n/a
BWL 10.0 CotleIRC2006RPt2002 (Malnx) Weight:3lb FT=20%
LUMBER � BRAQNG
� TOP CHORD 2x4 SPF-5 SWG TOP CHORD Siructural wootl sheathing tlirectly applieG or b3-0 oc purlins, except
BOTCHORD 2x4SPF-SSWtl entivertieals.
VJEBS 2x4 SPF-S Stud BOT CHORD Rigid ceiling CirecAy applieG or 10.0-0 oc bracing.
REACTIONS Qblsire) 1=31/i-242 (min.0-1-8),3=37/7-2-12 {min.0-0-8)
Max Hoa 1=28(LC 5)
Max Uplift 1=-1(LC 4),3=-73(LC 5)
FOftCES (ip)_Max.Comp./Max.Ten.-All forces 250 Qb)or less except w�en shown.
NOTES
i)Wmd:ASGE 7-05;90mph;TCDL=6.Opsf;6CDL=6.Opsf h=25fi;Cat.II;Exp B;enGOSed;MVVFRS(low-nse)gable entl'zone anG GC
Exlenor(2)zone;cantilever lefi and ngh�exposetl;en0 vertical lelt and nght exposed;FC/or members antl forces 8 MVJFRS tor
reaclions shown;Lumber DOL=1.60 plate gnp DOL=1.60
2;Gable requires continuous bo��om chortl beatlng.
3)This Wss has been tlesignetl for a 10.0 psf botrom chord live load nonrqncunen�wilh any oiher live loatls.
4J PmviOe mechanical conneclion(by others)of truss�o Deanng plate capable of withslanGing t001b uplift at joint(s)1,3.
5)This truss is tlesignetl in amordance with the 2�06 In�ema�ional Resitlential Cotle sections R502.71.7 antl R802.10.2 antl referencetl
s�antlartl ANSIRPI L
fi)"Semi-rigid pitchbreaks induding heels"Member entl fixily moGel was usetl in Ihe analysis and aesign of this truss.
LOADCASE(5) S�anaard
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DacuSign.Envelope ID:7770C47E-1855-447A-97EEF692EEF05703
11-...4'�[u......L..w..6q N�
'INUTANA
I[�!assocwnoN o� INDEPENDENT INSPECTION RESPONSE
�•°^ �aenuoastwc. gUYER'S INSPECTION RESPONSE # 1
~1� Date: �JUlv .5, 2014
2 PropertyAddress: 3323 Adare Circle, Westfield, 46062
3
4
5 A. Buyer agrees to:(initial one)
6
7 7. Waive inspection(s)and rely upon the condition of the Property based upon 8uyer's own examination.
8
g os os qccept the Property in the condition reported in the Inspection Report(s).
10
17 p�A�e t�the Pro ert rovided Seller corrects the following condition(s):
12 Summarv oaae from insvection S radon insoection renort is included as
13 Insoection Addendum:
14 Radon to be mitiaated results to be above acceDtable levels of 9 0 pCi/1
15 Exterior radon mitiaation svstem pipes to be on aaraae side o£ home placed
76 as inconsoicuouslv as �possible and nainted to blend in with home
17 Buver understands that fall orotection will not be added to window wells
18
19
20 on or betore closina
21 Buyer shall have the right ro inspect and accept Seller's repairs 0 prior to closing or❑within days.
22
23
24 4. Other:
25
26
27
28 �A complete copy ❑Appropriate pages of the Inspection Report is/are attached (including lead-based paint,
29 mold and other biological contaminants and/or radon, if applicablej.
30
31 B. If a Response is required, the Seller shall respond on or before 6:00 ❑A.M.
32 O P•M. ❑Noon Ju1v 7, 2014 . IF SELLER FAILS TO RESPOND OR FAILS TO REQUEST
33 IN WRITING AN EXTENSION OF TIME TO RESPOND, SELLER ACCEPTS BUYER'S INSPECTION RESPONSE
34 ABOVE.
35
36 NOTE: A timely request for extension is not an acceptance of the inspection response, whether or not
37 granted. A reasonable time period to respond is required to prevent misuse of this acceptance provision.
38 Factors considered in determining reasonable time periods include, but are not limited to, availability of
39 responding party to respond, type and expense of repairs requested and the need of responding party to
4� obtain additional opinions to formulate a response. �
41
42 G ATter compliance with selected item above, the Buyer releases and bolds harmless�the Seller, all Brokers,
43 their companies and licensees from any and all liability, including attorney's fees and costs,arising out ot or
44 related to any inspection, inspection result, repair, disclosed defect or deficiency affecting the Property,
AS including�but not limited to lead-based paint, radon, mold and other biological contaminants. This release
46 shall survive the closing.
47
48
4�"oocusiqnea ey: oo sie�ea ey:
54 �(��r+�- 07/OS/2014 �+�`��e�. 07/OS/2014
51�ffFbY�i3+.690k�3NATURE DATE ���16dJATURE DATE
52
53 Arthur V. Yaroch LuAnn Yaroch
54 PRINTED PRINTED
3323 Adare Circle, West£ield 46062
(Property Adtlress)
Page 1 of 2 (Independent Inspection Response)
Kdlu WilllamslnApls Mvlm N.1155D FmM1 Mendlan;SUnc ASU CvmeI.IN JfiU3] PM1Onu]p.210,14)C Fnc .119AG�SYSH Verub
Raol<an JoM1rtson Pmtlucetl wilM1 npFOrmAby zipLOglx 190]0 Fl�teen Mile RoaO.Fraser.Mm�igan<8026 zioLOOix._
DocuSign Envelope ID:7770C41E-1855-447A-WEE-P692EEF05703
55 SELLER'S INSPECTION RESPONSE #
56 Date:
57 P�operty Add�B5S: 3323 Adare Circle, Westfield, 46062
58
59
60 A. Seller responds�as follows.(initial one)
61
62 �. Seller accepts Buyer's .Inspection Response #
63
64 2. Seller agrees to correct condition(s) in Item #3 ❑prior to closing the transaction or ❑within
65 days
66
67 3. Seller is unable or unwilling to make the corrections requested.by Buyer.
68
69 4. Seller agrees to correct� the following condition(s) at Seller's expense❑prior to closing the
70 transaction or ❑within days
71
72
73
74
75
76 5. Other:
77
78
79 B. If a Reply is required, the Buyer shall reply on or before ❑A.M. ❑ P.M. ❑Noon
80 . IF BUYER FAILS TO REPLY OR FAILS TO RE�UEST IN WRITING AN
81 EXTENSION OF TIME TO REPLY,BUYER ACCEPTS SELLER'S INSPECTION RESPONSE ABOVE.
82
83 NOTE: A timely request Tor extension is not an acceptance of the inspection response, whether or not
84 granted. A reasonable time period [o respond is required to prevent misuse of this acceptance provision.
85 Factors�considered in determining reasonable time periods include, but are not limited to, availability of
86 responding party to respond, type and expense of repairs requested and the need of responding party to
87 obtain additional opinions to formulate a response.
88
89
90 SELLER'S SIGNATUFE DATE SELLER'S SIGNATURE DATE
91
92
93 PRINTED PRINTED
94
s5 BUYER'S INSPECTION REPLY #
96 A. Buyer replies as follows:(initial one)
97
98 1. Buyer accepts Seller's Response.
99
100 2. SEE BUYER'.S INSPECTION RESPONSE#
101
702 3: Other:
103
104
105 BUYER'S SIGNATURE DATE BUYER'S SIGNATURE DATE
106
107 Arthur V. Yaroch LuAnn Yaroch
108 PRINTED PAINTED
Prepared and provided as a member service by the Indiana.Association of REALTORS�,Inc.(IAR). This form is
�, res[ricted to use by members of IAR. This is a legalty binding contract,if not understood seek legal advice. �
Form#778. Copyright!AR 2074. o%�m
_ 3323 Adare Circle, Westfield 46062
(Pmpehy Address)
Page:2 of 2 (Independent Inspection Response)
, Producad wi�h zipPorm�by zipLaqix 180]0 Filteen Mile RoadFraser,Michigan 68026 www.zgLOgix.com Varoch
Buyer Inspection Response nddendum #1, page 1 of 2
DacuSign EnvelopelD:7770C41E-1855-447A-97EE-F692EEF05703
� SUMMARY �lientt+�+anii i �a�n varoch
��"��: INDY PFtO � ��
/ inspecuon Sarvice mc. �PlO/10lfy3323 Adarr+Cr
��'"' ' � �WesMeld�.lpL.q£Il62.
Inspector:AustinRoewe Dater713/Zp14—
This summary page is provided as a courtesy for quicker.access to some of the�infortnation fromwithin the inspection report. It is not
intended as a substitute for reading4he�enlire inspection ieport. Items listed�below may be discussed further on the corresponding
report page. There also may be more fndings than what is listed on thi3 page.
e
ROOF
-There are unsea�ed nail heads a�Ihe ridge ends and junclions. -(See Photo 1) -(See Pholo 2) -(See Pholo B)
EXTERIOR
-The fiber cemenf siding does not have pmper clearence over flashing for trim and window.This condition in found around the perimeter of the house
and on�the chimneys on�he rooL Additionally,lhere are unseaied or under driven nails on ihe face of Ne siding in several places;on the chimneys,
amund some windows an0 a�some gable ends:ManuFactures inslalla�ion inslmc�ions specify clearance from dissimilar malerials and also proper
lechnique on placing,driving and sealing fasteners-and holes. -(See Photo 1) -(See Photo 2) -(See Photo 3) -(See Photo 4) -(See Photo 5) -
(See Phato 6)�-(See Photo 9) -(See Photo 10) -(See Pholo 12) -(See Pholo 13) -(See Photo 14) -(See Pholo 15) -(See Photo i6)
-There is separation between�he bottom.ends of the spacer blocks and the boflom raii for the lrim al ihe fmnt center of lhe fmnt porch. -(See Pholo 7)
-(See Photo 8)
-There is unpainled or mismalched siding at the north side of lhe house. -(See Photo 17)
GROUNDS
-The screening for the rear pomh has not yel been installed.There are under driven naiis on some otlhe trim here. -(See Photo 1) -(See Pholo 2)
-R�IDy)tAliShc�1(1C'694Ydt�M4HGN9l7AlEN�WiXli9'CS61V{fi�kl(9Q%J(MdbMDI�'elis.The bottoms of the wells have not been finish filled. -(See Pholo 3) -(See
Photo 4) -(See Pholo 5)
-The oullet on the rear porch did nol have power,no GFCI reset was able�o be focaled. -(See Phoro 6)
-There are unsealed fasteners on�he trim to Ne left of the rear exterior door.in the poroh. -(See Photo 7)
GARAGE
-There is unpainted vrood irim on the windows and lhe attic hatch in the�third car garage.There is at least one unpainted area on the�wall of�he WII
garage.There.are unsealed nails alon9 the bottom of the wall in ihe lhird car garege. -(See Photo 1) -(See Photo 2) -(See Photo 3) -(See Photo�4)
HEATING/COOLMG
-The cooling fins for�he a/c unit are a IilHe dirty: -(See Photo 4)
PLUMBING
-The gas line fittings at lhe side of Ihe house are msted. -(See Pholo 6)
ELECTRICAL
-The ground md is not presently buried below grade. -(See Photo 6)
KITCHEN/LAUNDRY
-The dishwasher did not have power at lhe inspection. -(See Photo i)
-The gas line to the cook top is not connected to the unit and the end of the line is not presently plugged. -(See Photo 2)
-The microwave or exhaust fan has not yet been installed. -(See Pholo 3)
-There.are a couple of spo�s of mismatched�stain on Ne flooring in fmnt of lhe islantl. -(See Pholo 4) -(See Pho�o 5)
-7here is minor damage to the edge of ihe cahinet comerat Ne left side of the dishwasher. -(See Photo 6)
BATHROOMS
-There is no cover over the light for Ihe master shovrer. -(See Photo 1)
-The master balhroom toilet is loose at the connecticnlo lhe floor. -(See Photo 2)
INTERIOR ROOMS
-The knob and�dead bolt for the front door has not yet been insGlled The plugs over the fasteners for the window trimand ihe inlerior mullions fiave not
yel been installed either. -(See Pholo 1) -(See Photo 2) -(See Photo 3)
-The enlry door to the front bedroom sticks lightly at the lop of the frame during operation. -(See Photo 4)
-The 6all la�ches(or�he oHice doors do not fully engage when shut. -(See Photo 5)
-The,upper sash of�he oHice window drops down when the window is unlatched. -(See Photo 6)
-The fireplace damper is missing a lock lo permanen0y block the damper partially o0en. This is required when gas is present in the fireplace for safery.
-(See Photo 7)
-The lower sash for Ne family room and master bedroom windows.are not fulty level in the frames when shul;ihe sash are slightly cocked. -(See
Photo 8) -(See Phata 9) -(See Pholo 70)
FOUNDATION
-The hand rail for thebasement slairs has not yet been installed. -(See Pholo 1) -(See Photo 2) -(See Photo 6)
-The windav screens for ihe basement windovrs have nol yet been insta�led. -(See Photo 3) -(See Pho�o 4) -(See Photo 5)
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