HomeMy WebLinkAbout14070069 Truss Plans �8�_. .i '. "'
COAI�ULT/NG«c
DrJ Consulting, LLC
6300 Enterprise Lane
Madison, Wisconsin, 53719
Re: 613303995 MiTek 20/20 7.2
ATWATER
The truss drawing(s)referenced below have been prepared by DrJ Consulting, LLC under my direct supervision
based on the parame[ers provided by ProBuild (Mooresville�.
Pages or sheets covered by this sea1:16424050 thru 16424098
My license renewal date for the sta[e of Indiana is July 31. 2014.
Important Notice:The accuracy of the Tmss Design Orewings relies upon:
1.Accurate metal plate connec�or design values as published by MiTek.
2.Acwrate tlesign values for solitl sawn lumber.Design values(E,Emiq Fb,Fq Fcperp,Ft,and Fv)for solitl sawn lumber and approved,gratle stampeQ
fnger jointed lumber shall�e as deflned by ihe gratle stamp prior to cross cutting and in accorAance with the publisheU values of lumber rules writing agencies
appmved Oy ihe Board of Review of the American Lumber Stantlards Committee�in accordance with the Iatest edition of ANSI/TPI 1 Section 6.3.
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February 22,2013
Ryan J. Dexter, P.E.
The seal on these Truss Design Drawings indicates acceptance of professional engineering responsibility solely for
the truss compon8nt(s)depicted on the individual Truss Design Drawings. The design assumptions, loading
conditions, sui[a6ility and use of this component for any particular building is the responsibility of the building
designer or owner of the t�usses, per ANSI/TPI l. The responsibilities and duties of the truss designer, truss design
engineer and truss manufacturer,shall be in accord with ihe lates[edi[ion of ANSI/TPI I Chapter 2 unless otherwise
defined by a contract agreed upon by the parties involved.
�JM ITruss Tmss Type �ty Ply qiwATER
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PR06UILqMOORESVILLE.W.C615B,AemnGarro�1 12509q pp2 2pHMiTeklMuAnes,lnc ThuFeE2110:<8.392013 Pagei
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LOADING(ps� SPACING 2-0-0 C51 DEFL in (loc) I/tleFl L�d PLATES GRIP
TCLL 20 0 Plates Inuease t.15 TC 0.14 Vert(LL) -0.00 4-5 >999 240 MT20 197/144
TCDL 10.0 Lumber Incfease 1.15 BC 0.05 Vert(TL) -0.00 4-5 >999 180
BCLL 0.0 Rep Slress Incr NO WB 0.00 Horz(TL) 0.00 4 n/a Na
BCDL 10.0 Code IRC2006/iP12002 (Matrix) Weight:i i lb FT=20%
LUMBER BRACING
TOP CHORD 2 X 4 SPF No2 TOP CHORD Structurel wood sheathing tlirectly applied or 2-10-0 oc pudins, except
BOT CHORD 2 X 4 SPF No2 end verticals,
WEBS 2 X 4 SPF Stud'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bradng.
V12:2 X 3 SPF No,2
REACTIONS (16/size) 5=201/0-3-�0 (min.0-1-e),4=84/Mechanical
Ma<HOa5=77(LCS) �
Max Uplift5=-41(LC 6),4=-22(LC 5)
FORCES (�b)-Maz.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES (6-9)
1)Wntl�.ASCE 7-05;90mph;-TCDL=6.Ops(;BCDL=6.Opsf;h=25tt;CaL II;Exp B;enclosed;MWFRS(1ow-nse)gable end zone antl PC
Ertenor(2)zone;rantilever left and right exposetl;end vertical left an0 ngM exposed;GC for members and fomes 8 MWFRS for
readions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This�mss has been designetl for a 10.0 ps/bottom chord live load nonconwrrenl with any other live loatls.
3)Refer to girtler(s)for tmss ta Uuss connections.
4)Provide mechanical connection(by oNers)of truss to beanng plate wpaCle of withstanding 41 Ib uplitl at joint 5 antl 221b uplift atjoint
4.
5)This truss is tlesipned in accordance with the 20061nternational Residential Code seclions R502.17.7 and R802.102 and referencetl
siandartl AN51/rPl 1.
6)L AOditional stabiliry Oracing for truss system,e.g.tlia8onal or X-bracing,is always requiretl: See
7) BCSIt.
8)23.It is e�tremely important to propeMy install temporary laleral resVaint and diagonal bracing,in
9) accordance wiN BCSI-82 or using pmpnetary me�hods(e.g.Stabilizer,eta).
LOAD CASE(S) Standard
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tlelivery,xetlion,lalenl reslaim entl tliagonal Eratlng.fonsult HN51?PI 1,�50�08 entl 6C51�BUiltlinp Componenl5e�ey In�oimevon)availaGle hom
secn a�,.«.,.�oo�a�.�.�m CONSULT/NG[[c
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Job Refaence(optional)
PROB�ILD,MOORESVILLE,IN I6158,Aamn Gartetl 1.050 a Aup YS 20H MiTek InEusinel Inc TM1U FeG 21 1p 40:40 201J Page 1
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LOADING(psn SPACING 2-0-0 CSI DEFL in (loc) I/tlefl Ud PLATES GRIP
TCLL 20.0 Plales Increase 1.15 TC 01� Vert(Ly -0.00 4-5 >999 240 MT20 197/144
TCDL. 1Q� Lumberincrease 1.15 BC 0.05 Vert(TL) -0.01 4-5 >999 180
BCLL 0.0 Rep Stress Ina NO WB 0.00 Horz(TL) 0.00 4 n/a nla
BCDL 10.0 CotleIRC2oo6/TPI2002 (MaMz) Weight:1210 FT=20%
LUMBER BRAqNG
TOP CHORD 2 X 4 SPF No2 TOP CHORD StrucWral wootl sheat�ing directly applietl or 3-315 oc purlins, ezcep�
BOT CHORD 2 X 4 SPF No.2 entl vertiwls.
WEBS 2 X 4 SPF Stud'ExcepC BOT CHORD Rigitl ceiling tlirectiy applietl or 10-0-0 oc bracing.
W2:2%3 SPF No2
REACTIONS (IWSize) 5=240/0-4-9 (mirt 0.7-8),4=99/Mechanical
Max Horz5=79(LC 5)
Max Uplift5=-57(LC 6),4=-18(LC 5)
FORCES (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less excepi when shavn.
NOTES (fi-9)
1)Wntl:ASCE 7-05;90mph;TCDL=fi Opsf;BCDL=6.Opst,h=25ft;Cat II;Exp B;enclaseC;MWFRS(low-rise)gahle entl zone and GC
ERedor(2)zone;cantilever left and nght exposetl;end vertical left antl riBht ezposed;GC for members antl forces 8 MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has 6een tlesignetl for a 10.0 psf bottom chord tive load nonwncurtent wiN any other live loads.
3)Refer la girder(s)(or iruss to truss mnneclions.
4)Provide mechaniwl wnnedion(by others)of truss to beanng plare wpable of withstanding 57 Ib uplitt at loint 5 and 18 Ib uplifl at joint
4.
5)This truss is tlesigned in accordance wiN t�e 20061ntemationai Resitlential Code sections R502.11.1 and R802.102 antl referenced
standard ANStlTPI 1.
6)1. Additional s�a0iliry braung for truss system,e.g.diagonal or X-bracing,is always requireG. See
7) BCSI1.
8)23.II is extremely important to propetly install temporery lateral restroint anG diagonal bracing,in
9) accortlance with BCSI-B2 or using proprietary methotls(e.g.SUbilizer,etcJ.
LOAD CASE�S) Stantlard
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Job Reference(optionai)
PROBUILD,MOORESVILLE,IN 46159,Aemn Garre�t Z250 s Aug 15 Y011 MiTek Indw�nes,Inc T�u Feb 11 1048�d0 Y01J Page 1
�e-sa ID:C11zmV_nizzXgv?SMks iwaJp-rMT/dDvPewRFmicLCmkEC4THeHI6LBN?Jnw_zixOL
-0-5-0 � 14615 ��o
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Scale=1:13 6
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LOADING(psQ SPACING 2-0-0 CSI DEFL in (loc) I/tlefl L'd PLATES GRIP
TCLL 20.0 Plates Inuease 7.15 TC 020 Vert(LL) -0.00 5 >999 240 MT20 197/144
TCDL 10A WmOerincrease 7.15 BC 0.04 Vert(TL) -0.�0 5 >999 780
BCLL 0.0 Rep Stress Inv NO WB 0.00 Horz(TL) 0.00 4 n/a nia
BCDL 10.0 Cotle IRC2006RP12002 (Matrix) Wei9hL e lb FT=20°/a
LUMBER BRACING
TOP CHORD 2 X 4 SPF No2 TOP CNORD SUUtlural wood shealhing directty applied or 1-10-15 oc purlins,
BOT CHORD 2 X 4 SPF No2 ezcept entl verticals. '
WEBS 2 X 4 SPF Stud'ExcepP BOT CHOR� RigiO ceiling directly applied or 60-0 oc breang.
W2_2 X 3 SPF No2
REACTIONS (Ib/size) 5=204/0-4-9 (min.O-�-B),4=23/Mechaniwi
Max Horz5=57(LC 5)
Mav Uplifi5=-62(LC 6),4=-18(LC 5)
Mae Grav5=204(LC 1),4=35(LC 2)
FORCES (Ib)-Mac.Comp./Mas.Ten.-All forces 250(Ib)or less except when shown.
NOTES (69)
1)Wnd:ASCE 7-05;90mph;TCDl=6.Opsf;BC�L=fi.Opsf,h=25fl;Cat.II;Ezp 8;enclosed;MWFRS(low-rise)gable end zone and PC
Eatenor(2)zone;cantilever lefl and right exposed,;entl vertical left antl righ�ezposed;GC for members and forces 8 MWFRS/or
readions shown;Lum�er DOL=1.60 plate grip DOL=1.60
2)This truss has Oeen designed for a 10.0 psf botlom chortl live loatl nonconcurrent wi�h any oNer live loads.
3)Refer b girder(s)for truss lo iruss connections.
4)Provide mechaniwl wnnection(6y others)of truss to 6earing plate capable oEwithstantling 621b uplift atjoint 5 and 1816 uplifl at joint
4,
5)This Vuss is tlesigned in accordance with the 2006 Intemational Residential Code sections R502.71.1 and R802.10 2 antl referenced
standard ANSIRPI 1.
6)1. Additional stabiliry breanq br Imss system,e.g.tliagonal or X-bracing,is always required. See
7) BCSI1.
e)23.It Is extremety important to propetly install temporary Iaterai restraint and diagonal brecing,in
9) accortlance with BCSI-B2 or using propnetary methoES(e.g.Stabilizer,elc.).
LOAD CASE�S) StanCartl
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_Plate Offsels,(X Y):_(2:0=5-13,0-0_3]
LOADING(ps� SPACING z-o-o CSI DEFL in (loc) I/defl Vtl PLATES GRIP
TCLL 20.0 Plates Invease 1.15 TC 0.09 Vert(LL) -0.00 1 Nr 180 MT20 197/144
TWL 10D Lumberincrease 1.15 BC 0.05 Vert(TL) 0.00 1 n/r 120
BCLL 0.0 Rep Stress Incr Yes WB 0.12 Hoa(TL) 0.00 24 n/a n'a
BCDL 10.0 CodeIRC2006lfP12002 (Matrix) Weight: 1731b FT=20%
LUMBER BRACING
TOP CHORD 2 X 4 SPF No2 TOP CHORD Stmctural wood sheathing tlirectly applied or 6-0.0 oc pudins, ezcept
BOT CHORD 2 X 4 SPF No.2 end verlicals.
WEBS 2 X 3 SPF Na2 BOT CHORD Rigitl ceiling direclly applietl or 10-0.0 oc bradng.
OTHERS 2 X 3 SPF No2'ExcepC WEBS 1 Row at midpt 1432,13-33,12-34, 15-31, 1630
ST1o:2 x 4 SP No.2
SLIDER Left2%6SPFNo21-10-13
REACTIONS All Oearinps 2S17-e.
(Ib)- Mae Hoa2=288(LC 5)
Max Uplik All uplift 1001b ocless atjoin�(s)24,32,33,34,35,37,38,39,40,
41,3Q29,2B,27,26,25 except 2=-153(LC 4),42=-117(LC 5)
Max Grav All reaclions 2501b or less atjoinl(s)24,2,32,33,34,35,37,38,39,
40.41,42,31,30.29.28.27.26.25
FORCES Qb)-Max.Comp/Maz.Ten.-All forces 250 Qb)or less except when shown.
TOP CHOR� 2-3=313/263,34=-300/273,12-13=-84/268,13-14=-58/267,14-15=-46/2fi7,
15-16=-08/261
NOTES (10-13)
1)Unbalanced roo(live loatls�have been consideretl for this tlesign.
2)Wind:ASCE 7-05;90mph;TCDL=6.OpsF BCDL=6.Opsf;h=25ft;Cat II;Exp 8;enclosetl;MVJFftS Qow-nse)gable enE zone and GC
6ctenor(2)zone;.cantilever left antl right exposetl;end vertical left anG ri8ht exposed;GC for members antl torces 8 MWFRS(or
reaaions shavq Wmber DOL=1.fi0 plate grip DOL=1.60
3)Tmss tlesignetl for wind loads in the plane of�ihe tmss only. For stu0s exposetl to wintl(normal lo the(ace),see Standard Indus,ry
GableEntl,�etails as;applicable,oi wnsult qualifedtiuiltling tlesigner as per ANSI/TPI 1.
4)All pfates are 1.Sx4 MT20 unless ot�erv+ise indicaletl.
5)Gable requires mnlinuous bottom chord bearing.
6)Gable studs spaced at 1-4-0 oc. �'�.
7)This truss has bzen designed for a 10:0 psf botlom chortl live loatl nonwncurrent with any other live loads. $EP{� 4�'
8)Provide mechanical connection�@y others)of W ss to beanng D�ate capable of wilhstanGing 1001b uplifl at joint(s)24,32,33,34,35,37, ��� �� � �i
38.39.40.41,30,29,28.27.26.25 except QY-Ib)2=153�.42=177. ���s'G,STEq F-{���i�
9)This truss is designetl in accortlance with t�e 200fi IntemationalResidential Code sections R502.11.1 and R802.102 and referenced �� Q,(L l�`Dy�F �
standardANSI/TPI1. �Q';' :9 �
10)1. Atltldional slabiliry bracing for tmss syslem,e.g.diagonal or X-0�acing,is always requireG. See � � PE-I 1�IQZ$0 �
- 7 '
11) BC517. - -
12)23.It is eatremely importani ro propery install tempo2ry laterel restraint and tliagonal bredng,in % q ': STATE OF ��? C
QoUtinue�lfW7$a�l•"�jh BCSI-B2 or using proprietary methods(e.g.Stabilizer,e[cJ. � 9 • ;V `
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� JoG Reference(optional)
PROBIII�D,MOORESVILLE,IN d6t58,Aamn Gartell ].350 s Aug 25 Y011 MiTek Irduzinm,Inc. Tpu Feb 21 10<B:4Y]01J PaBe 2
ID:C 11zmV_ntzzXgv?SMksD WezvAJp-olaPUwilAX5NU9xdkm EEpf ScSptl D?vRrJOU_tzix�J
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LOADING(ps� SPAqNG 2-0-0 CSI DEFL in (loc) IIdeB Utl PLATES GRIP
TCLL 20.0 Plates lncrease 1.75 TC 0.13 Vert(LL) 0.00 1 Nr 180 M720 797/144
TCDL 10D Lumberinuease iJ5 BC 0.03 Vert(TL) -0.00 1 Nr 120
BCLL 0.0 Rep Siress Incr Yes WB 0.02 Horz(Ty 0.00 6 n/a nia
BCDL 70.0 Cotle IRC2006/TPI2002 (Matrix) Weighl: i81b FT=20%
LUMBER BRACING
TOP CHORD 2%4 SPF No2 TOP CHORD Stmctural wood sheathing direc�ly applied or 3-7-0 oc purlins, except
BOT CHORD 2 X 4 SPF No.2 end vertirals.
WEBS 2%3 SPF No2 BOT CHORD Rigitl ceiling tlirectly applied or 10-0.0 oc brecing.
OTHERS 2 X 3 SPF No2
SLI�ER Lefl 2 X 6 SPF No.2 1-9-8
REACTIONS (Ib/size) 6=29137-0 (min.04-e),2=152/3-7-0 (min.0-1-8),7=157/3-7-0 (min.0.1-8)
Max Hoa2=90(LC 5)
Max UpIif16=A(LC 5),2=9(LC 4),7=-56(LC 6)
FORCES (10)-Man.Comp./Max.Ten.-All forces 250(ih)or less ezcept when shavn.
NOTES (8-11)
1)Wintl:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;CaL II;Exp B;enclosetl;MVJFRS Qow-nse)qable end zone antl GC
Eztenor(2)zone;cantilever lefl and right exposetl',end vertical lefl and right exposetl;GC for members antl forces 8 MWFRS for
reactions shown;Lumber DOL=1.60 plale grip DOL=1.60
2)Tmss designed for wind loatls in the plane di the Uuss only. For sNds exposed to wintl(normal to the face),see Stantlartl Intlusiry
Gabie End Details as applicable,or consult qualifietl builtling tlesigner as per ANSIRPI 1.
3)Gable requires conlinuous bottom chord bearing.
4)Gable stutls spaced at 1-0-0 oc.
5)This truss has been designetl for a 10.0 ps(bottom chortl live load nonconwnent with any ottier live loads.
6)Provitle mechanical wnneclion(by others)of lruss to bearin8 P�ate npeble of withstanding 1001b upliR atjoint(s)Q 2,7.
7)This tmss is tlesigned in accordance wilh the 2006 Intemational Residential Code sections R502.11.t and R802.702 antl referenced
sW ndartl AN51lTPI 1'.
e)1. AOtlitional stabiliry bradng for truss system,e.g.diagonal or X-0racing,is always required. See
9) BCSI1.
10J 23.Il is extremely importan�to properly inslall tempoary lateral resireint and diagonal bracing,In
i t) accordance with BCSI-B2 or using D�oprietary meNods(e.g.Stabilizer,etc.). �
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TCLL 20.0 Plateslncrease 1.t5 TC 025 Vert(LLJ n/a - n/a 999 MT20 197/744
TCDL 10.0 Lumberincrease 1.15 BC U.OB Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Inu Yes WB 0.05 Horz(TL) 0.00 5 n/a Na
BCDL 70.0 Code IRC2006?PI2002 (Matria) Weighe,241b FT=20%
LUMBER BRACING
TOP CHORD 2%4 SPF No2 TOP CHORD SUUCWraI wootl sheathing tlirectiy applied or 6-0-0 oc pudins, ezcept
BOT CHORD 2 X 4 SPF No2 end verti�als.
WEBS 2 X 3 SPF No2 BOT CHORD Rigftl ceiling directly applietl or t0-0.0 oc hrecing.
OTHERS 2X35PFNo2
REACTIONS All bearings 6-ID-fi.
(Ib)- MaxHorz1=126(LCS)
Ma�c Uplik All u01ifl 100 Ib or less at joint(s)5,6,�
Ma<Grav All reactions 250 Ib or less at joint(s)1,5,6 excepV=313(LC 1)
FORCES (Ib)-Maa.Comp./Max,Tert-All Porces 250 Qb)or less except when shown.
NOTES (&11)
1)Wintl:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6ApsQ h=25ft;Cat II;Exp B;encloseQ MWFRS Qow-nse)gable end zone and GC
6ctenor(2)zone;cantilever leR antl righl ezposed;enE vertical left and right exposed;GC for members antl forces 8 MWFRS for
reaciions shown;Lum�er DOL=1.6�plate grip DOL=t60 -
2)Truss tlesi9ned for wind loatls in the plane of the truss onry. For studs exposetl to wind(normal to the face),see Standard Industry
Gable End Detalls as applicable,or mnsuli qualifed building designer as per ANSI/TPI 1.
3)Gahle requires�nntinuous bottom chord bearing.
4)Ga6le studs spaCed at 1-4-0 oc.
5)This truss has been tlesigned for a 10.o psf bottom chord live IoaO nonwnwrrent with any other live loatls.
6)Pmvitle mechanical connection(Ey others)o(lruss l0 6eanng plate rapable of wilhstantling 1001b uplifl atjoint(s)5,6,7.
7)This tmss is tlesigned in accortlance with the 2006 International Resitlential Code seclions R502.11.1 and R802.10.2 antl referencetl
standard ANSI/TPI 1.
e)1. Addi�ionai stability bradng(or Vuss syslem,e.g,tliagonal or X-bracing,is always required. See
9) BCSIi.
10)23.If is extremely impotlant to pmperty inslall tempo2ry laleral restraint antl tliagonal bradng,in
11j accordance wilh BCSI-62 or using pmprietary me�hods(eg.Stahilizer,etc.).
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LOADING(psn SPACING 2-0-0 C51 DEFL in (loc) I/deFl Ud PLATES GRIP
TCLI 20.0 Plates Inaease 1.15 TC 026 Vert(LL) n/a - n/a 999 MT20 197/144
TCDL 10.0 Lumberincrease 1.15 BC 0.08 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr Yes WB 0.05 Horz(TL) 0.00 5 n/a nla
BC�L 10A CotleIRC2006lTPI2002 (Mainz) Weight2510 FT=20%
LUMBER BRACING
TOP CHORD 2 X 4 SPF No2 TOP CHORD Structural wootl sh�thinp directly applied or 6-0.0 oc putlins, except
BOT CHORD 2 X 4 SPF No2 entl veNCals.
WEBS 2%3 SPF No2 BOT CHORD Rigid ceiling tlirectly applied or 10-0-0 oc bracin9.
OTHERS 2 X 3 SPF No2
REACTIONS All beanngs 6-11-10.
(IhJ- Max Ho21=128(LC 5)
Max Uplifl All uplift 100 Ib orJess at joinqs)5,6,7
Max Grav All reactions 25016 or less at joint(s)1,5,6 ezcept 7=323(LC 1)
FORCES pb)-Max.CompJMaz.Ten.-All forces 250 Qb)or less except when shown.
NOTES (&11)
1)Wnd:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf;�h=25fl;Cat.II;Exp 8;enclosed;MVJFRS Qow-rise)gable end zone and FC
Exlenor(2)zone;cantilever letl and right exposetl;end vertical lefl and nght exposed;GC for members antl forces 8 MWFRS kr
reactions shown;Lumber DOL=1.60 plate griD DOL=1.60
2)Truss tlesigned for wintl loatls in Ihe plane of the tmss only. Por studs exposetl(o wind(normal to the face),see Standartl Intlustry
Gable Entl Details asapplicable,or consWt qualified building tlesigner as per ANSI/TPI 1.
3)Gable requires continuous botlom chord bearing.
4)Gable studs spaced at b4-0 oc.
5)This tmss has been designetl for a 10.0 psf�ottom chordlive load nonconwrrent with any other live loatls.
6)Provide mechanical connection(by others)of Imss�to bearing plate wpable of wilhslanding 1001b uplift atjoinqsJ 5,6,7.
7)This truss is designetl in accordance with the 2006 lntemaGOnal Resitlentiat Cotle seclions R502.11.1 antl R802.102 and referencetl
stanGartl ANSIRPI L �
8)1. Atltlitional stabiliry bracing for tmss sys�em,e.g.diagonal or X-brecing,is always requiretl. See
9) BCSIL
70)23.It is exvemely important to properry install temparary lateral restraint and tliagonal brapng,in
/1) accordance wilh BCSI-B2 or using pmprietary me�hotls(eg.Stabilizer,em.).
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TCLL 20.0 Plates Increase 1.15 TC 0.07 Vert(LL) 0.00 1 Nr 180 MT20 197/144
TCDL 10.0 Lumberinuease 1.75 BC Q�2 Vert(TL) -0,00 1 Nr 120
BCLL 0.0 RepSlresslncr Yes WB OAO Horz(TL) 0.00 4 n/a n/a
BCDL t0A CotleIRC2006RPI2002 (Matrix) Weight7lb FT=20%
LUMBER BRACING
TOP CHORD 2 X 4 SPF No2 TOP CHORD Simctural wood sheathing tliredly applietl or 1-4-12 oc pudins, ezcep�
80T CHORD 2 X 4 SPF No2 end verticals.
N/EBS 2 X 4 SPF Stud'EzcepP BOT CHORD RiBid ceiling directly applied or 6-0-0 oc bracing.
W2:2 X 3 SPF No,2
REACTIONS (Ib/size) 5=749A4-12 (min.04-e),4=1ll1-4-12 (min.0-1-e)
Max Hoa5=55(LC 5)
Max Upiift5=-35(LC 6),0=-29(LC 5)
Max Grav5=149(LC i),4=37(LC 4)
fORCES pb)-Max.Comp./Max.Ten.-All farces 250(Ib)or less ezcept when s�own.
NOTES �9-12)
1)Wintl:ASCE 7-05;90mph;TCDL=6.OpsY BCDL=6.Opsf',h=25ft;Cat.II;EzD B:enclosedj MVVFRS(low-rise)gable entl zone and GC
Eztenor(2)zone;wntilever left and right exposed;end vertical lek antl right ezposetl;GC for members and forces 8 MWFRS br
reactions shown;Lum6er DOL=1.60 plate grip DOL=1.60
2)Truss tlesigned for wintl loads in lhe plane of the truss only. For stutls exposetl to wintl(normal to lhe face),see Stantlartl IndusVy
Gable Entl Details as applicable,or wnsult qualifed builtling tlesigner as per AN51/TPI 1.
3)Gable requires continuous bottom chord hearing.
4)Tmss to be fully sheathetl from one(ace or sewrely breced against late2l movement(i,e.diagonal we�).
S)Gable studs spaced at 2-0-0 oc.
6)This Iruss has been tlesigned for a 10.0 psf bottom chord Iive IoaE nomm�current with any other live bads.
7)Provide mechanical wnnection(by others)of..tmss to bearing plate wpable of withstanding 100 Ib uplitt et joint(s)5,4.
8)This tmss is tlesigned in accortlance wiM the�2006 Intemational Residential Code sections R502.11.1 and R802.102 and referenced
standartl ANSIlTPI 1.
9)i. Addilional stabiliry bradng for wss system,e.g.diagonal or X-brecing,is always requiretl. See
10) BCSIi.
11)23.It is extremely imponant to propedy install lemporeryJateral resiraint antl tliagonal bracing,in
12) accartlance with BC51-B2 or using propiietary methotls(e.g.Stabilizer,elc.). � ��� '
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TCDL 70.0 Lumberincrease 1.15 8C 0.04 Vert(Tl) 0.00 1 Nr 120
BCLL 0.0 Rep Stress Inu Yes WE 0.03 Horz(TL) 0.00 7 n/a n/a
BCDL 10.0 CotleIRC2006/TPI2002 (Matriz) Weighf2filb FT=20%
LUMBER BRACING
TOP CHORD 2 X 4 SPF No2 TOP CHORD StrucWral wootl s�eathing directly appiietl or 5-4-12 oc purllns, ezcept
BOT CHORD 2 X 4 SPFNO2 entl verticals.
WEBS 2 X 3 SPF No2 BOT CHORD Rigitl ceiling tlirectly applied or 10-0-0 oc brecing.
OTHERS 2%3 SPF No.2
SLIDER Lefl 2 X 6 SPF No2 7-9-5
REACTIONS All bearings 5-4-12.
(16)- Mau Horz2=126(LC 5)
Max Uplift All upliR 10U Ib ar less atjoint(s)7,2,e,9
Max Grav All reac�ions 250Jb or less at joint(s)7,2,e,9
FORCES Qb)-Max.Comp./Mav.Ten.-All forces 250(Ib)or less ezcept when shown.
NOTES ;e-11)
1)Wntl:ASCE 7-05;90mph;TCDL=6:Opst BCDL=6.Opsf;h=25ft;Lat.II;Exp B;enclosed;MWFRS(low-nse)gable entl zone and GC
E�tenor(2)zone;rantilever left and nght exposetl;end vertical le(1 and right exposed;GC for members antl forces 8 MWFRS far
reactions showq Wmber DOL=1.60 plate gnp OOL=1.60
2)Truss'designed for wind loads in the plane of.the truss only. For sNds exposetl to wintl(normal to the face),see Standard Intluslry
Gable End Details as applicable,or wnsult qualifed building tlesigner as per AN51/TPI 1.
3)Gable requires mntinuaus botlom chord hearing.
4)Gable studs spacetl at i-4-0 oc.
5)This tmss has been designed for a�10.0 ps(bottom chord live load nonwnwrrent with any other live loatls.
6)Provitle mechanicel conneIXion(by olhers)of Wss to bearing plale�apable ot withslanding 1001b uplifi at joint(s)7,2,8,9.
7)This truss is Eesigned in�accordance with Ne 2006'Internatlonal ftesidenfial Cotle sections R502.11.1 and R802.10.2 and re(erercxd
s�antlaM AN51/TPI 1.
e)1. Atltlitional stabiliry bracing br Iruss system,.e.g.tliagonal or X-bracing,is always required. See
9) BCSI1.
10)23.It is exVemely important to propetly install temporary laterel resirainl and tliagonal braqng,in ,� p �
11) accortlance with BCSI-B2 or using proprietary methotls(e.g.Stahilizer,elc.).
LOADCASE(5) Standartl ``\���� �OSEPH Q���''
.�p� 'G1STE � A���
H
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February 22,2013
A wnRrvlrvcvnye g peami �s a a i� ' m T osa o a a' daao�Rr sn tf oaftlEeio .o 'g �
alEf �'IhMTek ab�plat lyTli tl 9 0 eE ly pon0»melensh atl I d E IE ICnpcompo iPppl b'Iy ,
o10<s B�V ete C p pe ' wryo�a4on M M ru po � ap vGhry I Mi Id ig tl i B e o 1 t� W M' (aAe Ute I I 1
Eevpna4omsliovm tl tl I E mtliorUmembenarero co pe sia b df B M' 1I r� I4 g NplyC p AJE4 al1 p ry sVenV
E ppn I�rdunB�a�s Ie0lytlun qco t cU n'sl�e espo DltyofN I II AdOI Ip �b ltl g t plryb -g 1�� �II 1 tlure
s I�e respons ti liry ol lbe Lu Itl np Ees B ar or owner ol iM1e Imsses�Por general pu tlance reBard ng tlas gn respons E I I s labnt�al on,-qual ly mnVOl storepe,
deliuery,erenion,laterol msirvinl antl Eiegonel bredn0���zuH NNSIRPI 1,p58-B9 an0 BCSI(BUilEing Componenl5aley In�oimation)availe�le hom
sa�Aa��„,,���_�mm cavsu�nNC«�
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PROBUIL�,MOORESVILLE IN G615B,Aemn Gertell ]250 a Auq 253011 MiTek Industnes.Inc TM1U Feb 31 10 08�45 4o1J Page 1
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LOADING(ps� SPACING 2-0-0 C51 DEFL in (loc) I/tleFl Ud PLATES GRIP
TCLL 20.0 P�ates Increase 7.15 TC 0.39 Vert(LL) 0.00 1 Nr 180 MT20 797/144
TCOL 10.0 Lumberincrease 1.15 BC 025 Vert(TL) �.05 7 Nr 120
BCLL 0.0 Rep Stress Inct Yes WB 0.00 Horz(TL) 0 00 4 n/a n/a
BCDL 10.0 Cotle IRC2006RPI2002 (Matrix) Weight: 171b FT=20%
LUMBER BRACING
TOP CHORO 2 X 4 SPF No2 TOP CHORD SUUdural wood sheathing tlirectly applied or 5-11-e oc putlins, except
BOT CHORD 2 X 4 SPF No2 end verticals.
WEBS 2 X 3 SPF No2 BOT CHORD Rigitl ceiling directly applietl or 10-0.0 oc braung.
REACTIONS (Ib/size) 4=229/5-11-9 (min.0-1-8j,2=299/5-11-8 (min.0-1-8)
Max Horz2=75(LC 5)
Mar Uplift4=-23(LC 6),2=�48(LC 4)
FORCES Qb)-Max.Comp./Max.Ten.-All forces 250 Qb)or less except when shown.
NOTES (g_>>)
7)Wnd:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf;�=25ft;Cat II;Exp B;encloseQ MWFRS(low-rise)gable end zone antl GC
Extenor(2)zone;cantilever left and right exposed;�entl vertical lefl antl right ezposed;GC for members and torces 8 MWFRS�for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Truss designed for wintl loatls in ihe plane of the Uuss only. For studs exposed to wind(narmal to Ihe face),see Stantlartl Indusby
Gabie Entl�etails as applicable;or wnsul�qualifetl builtling designer as per ANSI/TPI�.
3)Gable requires wntinuous 6ottom chord bearing.
4)Gable studs spaced at 1-4-0 oc.
5)This tmss has been designetl for a 10.0 psf botlom chorU live loatl nomm�curtent with any oNer live loatls.
6)Provitle mechanical conneclion(by others)of truss to bearing pla�e capable of wiMStantling 100 Ib uplitt at joint(s)4,2.
7)This tmss is designed in accordance with the 2006 Intemational Resitlential Cotle sections R5�2.11.1 and R802.702 and reFerer¢ed
standard ANSIl�PI 1.
B)1. Additional stability brapng for iruss system,eg.diagonal or X-bracing,is always required. See
9) BCSI7.
10)23.It is exVemely importanl to pmpetly inslall temporary late2l restraint and diagonai bradng,in
11) accortlance with BCSI-02 or usin8 Piopnelary methotls(e.g.StaDilizer,etc.).
LOAD CASE(S) Stantlard
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STATE Of ;�? �
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� February 22,2013
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eltlt I�MT kwnnxlo�pl tesonly TF tl 'p b se0o ty p npert I h d I 'E'a alG Id gcompo M Appl' Ufry ,
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aNemsponi�l'yol��e�ul�'ngtlesgnarorowneroltM1et es.FOrBenenlpuEanrereBeNngdespnmsponsEll ,labnolon,q Iry anbol,storage,
eenVery,e.edian,iaieai msirem�ana a�aponai e�aano,��s�n aHSirmi i,osaes ana ecs�auiia'�nq campanen�Saiery inrorvaiion)avai�aeie trom CONSULT/NG icc
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Job Reference(optionap
PROBUILO.MOORESVILLE,IN Ofii58,AamnGartetl ]250sAUg252011MiTeklMuzlnes.lnc T�uFeE01ID:OB:<6201] Paget
laso ID:C11zmV_n1uXgN5MksDWeziv�Jp-gWqwKG_AEmCOZmPrzbJA VswNZ0�9��idxm58ezix�F
6�2�1 12-0.12 1A&4 233-12 29-8-02 34-3-02 04 �0
� 6.l-] � SH-00 { 64.0 � 54-0 5-6-p I 5.fi.p—I �q—�
Scale=t757
5x8 G i.5x4 I I SxB�
a 5 6
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<°F' s� —))'�'y
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3
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4x6 �i ���� �� � / /� �� �
Ox6? � � \� � d
2 �:� .:.// \� 6x8 = 3x1fi MT18H II
i� ,\ \ / \8 ._--. 9
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f t0a10 II �g 1] �6 �15 14 �3 12 11 �10
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135-0
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� 6.2Q _121_II_�_P-6II 43.3g2 PB-914 3131YT 1-B_0
6�2-2 511-10 S]L ' S-]_0 —{ 5-6-0 —� 5-6-� ]-4�4
Plate Offsets(X,V): [t:Edge,0-0-0],�1:1-t0-4,0-6-t2J,[1:3-342,0-6-12],'[4:0-4-12,0-2-0],[fi�,04-0,0-1-9J,[7:0-2-0,0-1-8�,[8:0-5-8,0-3-0],[9:0-3-8,Edge�,[12:0-2-B4O-2-OJ,[14:0-2-4
o-1-el
LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl Utl PLATES GRIP
TCLL 20.0 Plaleslncrease 7.15 TC 0,95 Vert(LL) -04711-12 >999 240 MT20 197/144
TC�L 10.0 Lumber lnuease 1.15 BC 0.95 Vert(TL) -1.18 11-12 >424 180 MT18H 197/144
BCLL 0.� Rep SVess Incr Yes WB 1.00 Ho2(TL) U.23 70 n/a n!a
BCDL 10D CotleIRC2006/iP12002 (MaMx) Weig�t2141b FT=20%
LUMBER BRAqNG
TOP CHORD 2%4 SPF No2 TOP CHORD SUUdural wood sheathing tlirectiy applied or 2-2-0 oc pudins, except
BOT CHORD 2 X 4 SYP No.1 'ExcepY entl veNcals,and 2-0.0 oc pudins(3-9-13 max J:4-6,8-9.
B2 2 X 4 SPF No2 80T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, ExcepC
VJEBS 2 X 3 SPF No2'ExcepP 2-2-0 oc bracing:11-12,10-1 t.
W4'2 X 4 SP No2,W7:2 X 4 SPF Stud,W3:2 X 4 SYP No.i WEBS 1 Row at midpt 5-15,6-15,7-14,&72
SLIDER Lek 2%e SYP DSS 3-11-2 2 Rovrs at 1/3 pts 8-10
JOINTS 1 Brace at JI(s):9
REACTIONS (Ib/size) 1=1663/0-0-8 (req.0-1-15),10=1fi63/0-3-8 (min.0-145)
Mae Horz 7=227(LC 5)
Maz Uplitt1=36(LC fi),1a=73(LC 7)
FORCES Qb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less excep[when shown.
TOP CHORD 1-2=-2360/185,2-3=-2241/214,3-4=-2019265,4-5=-1908/263,5-6=-1908/283,
fi-7=-2397/296,7-8=-3488/317,&9=-323/49
BOT CHORD i-78=-121/7767,17-18=121/1767,1F77=82/1633,15-16=-82A633,14-15=-31/1928,
13-14--157/2841,12-13=-157/2841.11-12=-471/6114.10-11=-465/6117
WEBS 4-17=-71I328,4-15=-137/622,5-15=-323/155,6-14=-SD/970,7-14=-1267/173,
7-12=34/7119,�8-12=-3412/327,8-10=-5936/466
NOTES (10-13)
1)Unbalancetl roof live loads have been considered for this tlesign.
27 Wind:ASCE 7-03,90mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat II;Exp 8;enclosetl;MWFRS(lav-rise)gable enE zone and GC
6etenor(2)zone;cantilever IeR and rigM1t exposetl;entl vertical left aiW right exposetl',C-C for members and forces 8 MWFRS for
reaaions shown;Lumber DOL=1.60 pla�e grip�OL=1.60
3)Provide atlequate tlrainage to prevenl water ponding.
4)All piates are MT20 plates unless o�herxise intlicatetl.
5)This Vuss has been designetl for a90.0 pst bottom chortl live load nonconwrrenl with any other live loads. � � �� ,
6)WARNIN6:Requiretl beanng size a�joint(s)1 greater ihan input bearing size.
• /
7)Provide mechanical conneNOn(by others)of Iruss to bearing plale capable o(wdhslanding 1001b uplift atjoint(s)1,10. `\���� ��$ H �.%i�,
8)This Wss is designetl in accordance willi ihe 2006 Intemational Resitlential Cotle sections R502.11.1'antl R802.1�.2 and referenced -r'
standardAN51/TPIL � `�Q�Q�G1STEj��OtT�.�
9)Graphical purlin representation does not tlepid Ne size or ihe orienta0on of Ihe pudin along ihe top antl/or bottom chortl. � Q t L 9 5
10)1. Atltlitional stabiliry bredng for Wss system,e.g.diagonal or X-0racing,is always requiretl. See = � �'����Z220 =
17) BC517. _ �
12)23.It is eztremely important to propedy;instail temporery lateral restraint and tliagonal bracing,in — ° � I • -
do�Utinue�f6?fQBgE���h BC51-82 or usingp�oprietary meNoas(e.g.Stabilizer,eic.). � 9'� STATE OF ;,Y2?
;�o.�''�•INDUNC.��a�.
.
''''''/�SS�01 II�1�l�NG`````•
February 22,2013
Q WARNING V ntyE g p amet s tl E ol son05Tmif0 9 0 B 4' �4�DJR f SM1 1� 03t1)Oefo p g �
altl(o AMT k � plaleso ty TM1' O gn L ao y po p 1 � U I ' E O I� Itl 9 Po �AVPticab'Iry '
fEesgnOa etena ap P IocuV bo MN campo M ap GYyoIdilE BEe g 11� vu M' AaAe Lal I t nt
a B au spovm on ntl E I b M hmd e b n ( p ' E dl g y ot�oN id g �a01 y 0 B A00 M1 nal 1 p ry resVainU
E 5o Ib ' glo Ix�lrytlun p � � Non'zIM1 pp sElyp(IM1 111 AtlOI n Ip tE IOi B NblrypecinBat� II imcture
siM1eresponzbliyal��ebulEnBdesipnaro�ownaroll�et sea.FOrgeneralButlenceregarCingtlesgn�esponsblt ib' lon;a Irycotol, �ora9e.
aelivary,eretlion,laterel reslninl entl Eieganal Cracinp,rnnsull AN51/IPI 1 j DSB-B9 anU BLSI(Bulltling Componenl5ahry Inlormelion)availaEle M1om CONSULT/NG e�c
SBCF 81 NWrv.SDGIlUUS�ry.LOm.
Job ITN55 TmssTyp¢ �t�Ply ATVJATEF
1641aM0
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PROBOIlO.MOORESVILLE.IN G6159,AarvnGa�relt "l350sAUp45POt1MiTeklntluslnes,Inc. ipuFeE21ID:<Befi3013 PaBe2
I D:C 1 IzmV_ntuXgv?SMksDVJezw�Jp-gVJqwKG_AEmbozm FabJAysutiz09GB 11zm58eziR0 F
LOAD CASE(S) Stantlard
� wARNING VnTyaesB�P . � • tl tl- isanlnsT o 'B.o B e' deaDJR � ¢SM1et( o3itjbetoaus Desg �
IEfo AMTekm 1 pl l y Tlf J<sB^ � tl ty p p i � J I � 0 �E IE 10 g pa 1 Fp01 Glry 0
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slMrcsponsbiliyoll�eLUICngJezipneroro-xnerolNeWSSes.FarpeneralguitlanwmBerOngJesB�responsibllesfab�taton,y I�ywnVOl,zlo�epe,
Celivery,e�enion,la�erel res�rzint en0 EIeBe�al EracinB,��suttAN51/iPl 1,OSB-B9 anE BC51(BUildin8 Component Sa�ery Inlortna�ion�aveilable hom
secn,�w.,w����a�.iry.�m. CONSULT/NG�cc
Job ITruss Teuss Type Oty Ply AiwATER
164]<W1
813303995 • GR02 HIP TRU55 �
� 2 J C R f (optional)
PROBUIL�MOORESVILLE;IN C615B,Aamn Gaintl ].350 i Aup 452011 Miiek IrMUSGez,Inc. T�u PoE 2t iQ<B<8]013 Paga 1
ID:C11zmV ntzzJ(gv?SMksDVJezvAJp-wyBN?�mNrWD4PEdOLe3wyLkWg0ac6KDFFCCWZixaD
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I.0-0� ]13 J-0.IY ' �.. �- ST_36I.J__211P1_�_39d]3_:_J3-03__35_ �
!10 {$I� �6.1� �b.1 �.. II.E�1-8
� eia n.o�io a.�.z ido'
Scale.3/i6"=1'
5x8 =
L5xd II 3xB ° LSx4 II 3x6 = 3�8 = 5� _
5 fi � 8 �p ��
80012 . G—.—[�—�—��_C__!—��_[�9,=�—�a��_3
j�:� �f .L--' {�—'y�.�.
3x0 � _'.� �i - �—i\ _
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0/// / �j � 12
da5 G �- . / - �-�':--A 4x6 �
3���\ . .�/� � � 19
� \ `.\ / \ \
`� ��
�12/ � � ���\ . �. ' �� 14
o��} ' -- = -�. �'—r�—' � , Ll�,� i"
BxB II 26 25 P 24 28 29 23 30 22 Z��32 3] 20 1934 18 3`'36 3l �� 38 16 39 BxB�ll o
2x4 II 4xfi = 4x8 = 4xe 2x4 II qx8 = dxB 2x0 I� 4x8 = 2x4 II
ie.so
ieso
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z.xe_o-�a�o�i;s_i:iid ..i.�o bi. f aa�. ..a�. �-_»._o.o:�aiii. �i.iaa.�a�o_zse
_Plate Offuts_(X,V):_[2;PS13,0=Q3�,.[4_0.1-12,0-1_e]„[5;0-5-12,0-2-0]„�77;0_372,Od,0],.�12:61 12,0-1-8j,.[14:0-513,0.U3]„[23:0-2,8,0-2_0�_
LOADING(ps� SPACING 2-0-0 C51 DEPL in Qoc) I/deB Utl PLATES GRIP
TCLL 20.0 Plates Increase 115 TC 0.63 Veh(LL) -0.18 20-21 >999 240 MT20 197/i44
TCDL 10A Wmberinuease 1.15 BC 0.80 VertQL) -0.4220-21 >999 780
BCLL 0.0 Rep Stress Incr NO WB 0.53 Horz(TL) 0.11 74 n/a n/a
BCOL 10.0 CodeIRC2006RPp002 (MaMz) Weighf3991b FT=20%
LUMBER BRACING
TOP CHORD 2 X 4 SPF No2 TOP CHORD StmcWral wood sheathing directly applied or 4-e-15 oc pudins,except
BOT CHORD 2%6 SPF No2 2-0.0 oc putlins(4-9-8 max.):5-1 L.
WEBS 2 X 4 SPF Stud BOT CHORD Rigid ceiling Uirectly applied or tU-0.0 oc bradng.
SLIDER LeX 2 X 6 SPF No2 2-0.3,Rig�l 2%6 SPF No2 2-0-3
REACTIONS Qb/size) 2=3422/0-3-8 (min.0-2d1),14=3486/0-3-8 (min.0-2-12)
Max Horz2=-113(LC 3)
Maa Upliff2=-6�6(LC 4),14=-623(LC 3)
FORLES �Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less ezcept when shann.
TOP CHORD 2-3=-4fi01/850,3-4=-4559/866,4-5=-4645/926,5-6=5569/1147,6-7=-5568/1147,
7-8=-6444/1319,8-9=-6444/1319,9-10=-6444I1319,10-11=-4020/830,11-12=-4745/952,
12-13=4650/892,1344=-4692/875
BOT CHOPD 2-26=749/3577,2526=-749/3577,2527=-749/3577,24-27=749/3577,24-28=-8W/3887,
2&29=-807/3887,23-29=-807/3887,23-30=1329l6437,22-30=-1329/6437,
22-31=-1329/643�,27-31=-1329/6437.21-32=-1329/6437.3233=4329/6437,
20-33=-1329/6437, 19-20=-1117/5629..19-34=1117/5629,34-35=-1117/5629,
1835=-11�7/5829, 18-36=-1117/5629,3637=-1117/5629,17-37=-1117/5629,
t7-38=-655/3646,7638=-655/3646,16-39=-655/3fi4fi,1439=-655/3646
WEBS 4-24=-167/4fi9,5-24>100/477,623=-565/2450,7-23=-1297/3U6,7-27=-89/631,
8-20=-272/109. 10-20=-284/1219. 70-18=-82/592.10-17=.2376/548.11-17=43�/2258,
12-17=-1741493
NOTES (it-14)
1)2-ply truss to be connected logether with 10d(0.131"x3")nails as tollows:
Top chorGS connected as follows:2 X 4-1 row at 0.9-0 oc.
Bottom chords connected as Pollows:2 X e-2 rows ai 0.9-0 oc.
Webs connected as follows:2%4-1 mw at 0-9-0 on �
2)Allloatls are wnsideretl equally applied to all plies„except if noted as hant(F)or back(B)tace in ihe LOAD CASE(S)sedion.Pty to ply �� � ��
connections tiaJe Oeen provitled to distnbute only loads noletl as(F)oi(B),uniess otherwise indicatetl. `�J� �0$E N Q ip
3)Unbalancetl roof live loads'have been consitleretl for this tlesign. � �1STE'�'+�'F'T�i
4)Wnd:ASCE 7-05;9�mph;TCDL=6Apsf;BCDL=6.Opsf;h=25ft;Cat II;Exp 8;enclosed;MWFRS pow-rise)gable ena zone;cantilever ���.�'¢.G qF`=, (O 4
lett and nght exposetl;end vertiwl lek antl right enposed;Lumber DOL=1.60 pla�e gnp DOL=1.60 �Q t P � �t 9 �
5)Provide atlequale tlrainage lo prevent water pontling. _ PE-11012220 =
6)This imss has been designetl for a 70.0 psf bottom chortl live load nonconcurrent with any other live loads. _ � 7 =
7)Provide mechanical connection(6y others)of iruss to hearing plate capable of withstantling 10�10 uplifl at joint(s)except Qt=1b)2=606, � ��� : � �
Co�on page 2 � 9 � STATE OF ;JS a
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Itlfo NMT h -I pl i � ly Ttiia g b O ty p p � � tl I "G 0 IE 10 8 Po 1 AODlwpliry e
f tl g pa e elen nG pmp � ry L i N compon n�s 2fponvb Yp i b ld iq Ea ig e ol N W M' IaYe L t I i im
J g W sl�ovm O O al G aM tl�wtl me Oe 1 p ' E r}I ng o y ot�N IE g bdl y E rg.AdE uonal� porery t ainU
O 8 Id a O�o 1 ElyCUn g wtli N �MEIy �M t II R001 n Ip I�iC g 101'yb ti�q 10 e IIlWtlVe
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Oelivery,emclion,lateral rezireinl ana Jiagonal brecinp,wnsuX ANSIRPI 1;0.5B-89 antl BC51(Bmitling Component Safery Inloimelion)evaila0le Irom
secA a�,,,,,.,.e���a��iry.�m. CONSUL�/NG uc
Jot ITvss Truss Type pty Ply qiwqiER
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PROBUIL�.MOORESVILLE,IN 96158,NamnGarielt ]1505AUg152011MiTeklMUStues Inc. T�uPM2110:48<BY013 Pape2
ID:Ci lzmV_nlzzXB�?SMksOWezwl�Jµcuygty?amNrVVD4PE40Le3wyLkN/gDacfiKDFFCCNhixOD
NOTES (��_�q)
8)This truss is designetl in accordance wRh[he 2006 International Residential Cotle sections R502.11.1 antl�R802.10.2 and referenced stantlartl AN51/TPI 1.
9)Graphical pudin representation does not depict the size orihe orientation of.the pudin along the top and/orboHOm chard.
70)Hanger(5)or other conneclion device(s)shall be proviAetl suKGent to support concenUatetl loatl(s)254 Ib tlown and 78 Ib up at 2-5-e,227 Ib tlown and 45 Ib up at 4-58,227
Ih davn antl 60 Ib up at 6-5-8,2271b down and 60 Ib up at 8-SB,227 Ib down and 60 Ib up at 10.5-8,2271b down and60 16 up al 12-5-8,227 Ib tlown and 601b up at 14-5-8,
2271b down and 601b up at 16-5-8„227 Ib down and 601b up at 18-5-8,227 Ib down antl 60 Ib up at 2�-58,2271b down antl 601b up at 22-5-8,227 Ib down and 601b up at
24-5-8,2271h tlown�and 60�b up at 26-5-8,227 Iti down aod 60 Ib_up at 28-5-e,22716 down antl 601b up at 29-6-0,and 2271b down antl 451b up at 31-6-0.and 2541b down
and 78I�up at 33-6-0 on bottom chord. The tlesigNSelection of such connection tlevice(s)is the responsibility of others.
11)1. Additional stahility hradng for tmss system,e.g.tliagonal or X-6radng,is always requiretl. See
12) BCSI1.
13)23.I�is exlremeiy important lo properly install tempofary lateral reSVaint and diagonal bracin9,in
14) accortlance with8C51-82 or using proprietary methods(e.g.Sta6ilizer,etcJ.
LOAD CASE�S) Stantlard
t)Regulac Lumber Increase=1.15,Plate Increase=1.15
Unitorm Loads(pl�
Ven'1-5=-60,5-11=-fi�,11-15=-60,2-14=-20
ConcenVated Loatls Qb)
Vert'.24=-227(B)20=-227(B)17=-227(B)26=254(B)27=-227(B)28=-227(B)29=-227(B)30=-227(B)31=-227(B)32=227(B)33=-227(B)34=-227(B)35=-227(B)
36=-22�(B)37=-227(B)38=-227(B)39=-254(B)
� WFPNING Venry aes e V .�n E OaC WiG 00 N T Oe p be 9 tl'tl OeE p�J R Ip e Ce Slre�( 0311�beb ,De y �
lai �NMT kw tl plat M Tii E y eb tl IY V V 1 M1 n � I � E �d alb Itl H po I.NPGI bllry �
14 B P mek�santlprop �- ry � ofih � po 1 re OonitillyotE ld ptl �B ��M1�� d � Ile L 121 � ml
tlsp 1 - �own d aal E tltl� E E-z I p io EQI B ly tfN IJ g Itilryb gA001i II p ry 1 inV
tl B�alGeu 9�o estaLl'ry0unn8 N+� st�e po tilryoltM1 111 .AOEN h Ip i0 Id g IaLlry� urpolP o II Wtlwe
sNerezponsNlRyofl�eWlCigOevB�erorownerolNeVUSZesforpene�alqwEancerogarEinBdezgnmaponzbdle�aEnra4on,p ItyconVl toraBe,
Eelirory,eredion,la�eml rcsVainl anC Eieponal DraonB.mnsutt NNSViPI 1,0.SE99 anG BC51(BvBOing Camponenl 5atery InlomuGOn)amilaEle Irom
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PROBWLO,MOORESVILLE,M.46158,AamnGarreU Z250sAUg252011MTeklntluzlnes,Inc TM1UFeb21ID�49:E92013 Pagei
ID:C11zmV.ntzz%B�?SMksDWezwOJp-45V2z102%hzNqE_Qeks@7U0]W?FM&JS�Sv?Ikzzix�C
-1-�F��� 5-442 10.8-00 1S10-H 21-613 2&2-15_ � 3bSi 3fi-]-2 4141-0
1-0-0. SO-02 ' 53-1< � 5-2-2 � �5-2-2 � S.L2 I 5-b'2 T 5-2�2 5- - 'I
3 t4
Scale=1]4.2
� Sxe= 1bx4 I I 3x6=
LSx4 II 3x8 = 3x6 = 3xB = �Sx4 II Ox10 = 3x4 II
H00�12 4 5 6 f ] 8 9 14 11
12 13
—.—µ�=?I—.a r-. .�--�t; �.]� 'l—t3_ `l�. [�— c _C—r_
j q,e ���:, � , ,, —� , � � �— ,: � �
N vxs: 3 � ��� /! � � ��� ,
� i� �t�, ., j,
w; z !�i ��. ii '�� � �� i� .
°� �, �i ��� ,i� �� =� �.�,.�f
�'�iT � .T—�` r—� � —�� — a
° � J
� 2a 25 23 26 2] zZ28 21 2920 30 .31 32 19 33 34 35 18 A 36 3] 16 3B 39 15 60 41 �4 42
8xe I� �x4 �� 5.B= Sx8 = �4 II 4x8= pxq I I Sx8= 5x8 2x4 II Qx6=
ie-so ie-s-o
�5_8� 3-SA_56-12_10-8_ID_4_iS10g1 21_613__263g5__3f.5-1 _36_9_2_ Ot_�1-0_.i
t 5.9_4-0-0_1-114 ' S.3_14 5-2-4 . 5 p� ' S - I— ..
2-2 5-2-2—, 5-2-2 5-3g4_
_Plate_Offsets_(X,V):_[2:0.5-13,0-0-3J,_[4i0 6-0,0-2-07„[12:0 3_8,0-1-12� �16;0_1-12,0-2,8],_I22:0-2_t2,�_2=8]
LOADING(ps� SPAqNG 2-0-0 CSI DEFL in (loc) I/deFl L/d p�,pTES GRIP
TCLL 20.0 Plateslncrease 1.15 TC O.W Vert(LL) -0.34 19 >999 240 Mi20 197/144
TCDL 10.0 Lum6erincrease 1:15 BC O.BB Vert(TL) -0:801940 >623 180
BCLL 0.0 Rep Stres5lncr NO WH 079 Horz(TL) 0.17 14 n/a n/a
BCDL t0A Code IRC2006/TPI2002 (Matriz) Weight:4321b FT=20%
LUMBER BRACING
TOP CHORD 2 X 4 SPF No2 TOP CHORD Structural wood sheathing directly applietl, except end verticals,antl
BOT CHORD 2 X 6 SPFNO2 p-0.0 oc putlins(3-9-e maxJ:4-13.
WEBS 2%4SPFStud BOTCHORO Rigfticeilingtlirectlyapplied�or10-0-Oocbracing.
SLIDER Lefl 2 X 6'SPF No2 3-41 WEBS 1 Row at mitlpt 12-14
JOINTS 1 Brace at Jt(sg 13
REACTIONS Qblsize) t4=3675)0-&B �min_�-2-14),2=35fie/03-e (min.0-2-13)
MaxHOrz2=128(LC 4)
Max Upliftl4=-806(LC 3),.2=-605(LC 4)
FORCES Ilb)-Max.Comp./Max:Ten.-All forces 250 Qb)or less except when shown.
TOP CHORD 23=-5�08/952,3-4=-5015/974,4-5=-6907/1451,5-6=-6906/1452,6-7=-9009/1961,
7-8=-9009119fit..8-9=-9009/1961,940=-6747/1499,10-11=-6741(1499.
11-12=-6741/1499
807 CHOFO 2-24=-812/4021,24-25=-812/4021,23-25=-812/4021,2&26=-814/4037,26-D=-B14l4037,
22-27=-814/4037,22-28=-1748/8515,28-29=-1748/8515;'21-29=-1748/8515.
21-30=-1748/8515;20-30=-1748/8515,20-31=-1748/8515',31-32=-1748/8515,
1932=-7748/8515, 19-33=-1779/0448,3334=-1779/8448;34-35=-1779/8448,
18-35=-1779/8448.18-3fi=:1779/8448,1736=-1779/8446,17-37=-1779/8448,
1fi37=-1779I8448,�1638=-82513975;38-39=-B25I3975,15-39=-825/3975,
15-40=-825/3975,40-41=-ffi5/3975,41-42=-825/3W5,14-42=-825/3975
WEBS 4-23=72/450,4-22=-870/3652,5-22=-353/149,6-22=-2072l486,6-20=-79/602.
6-19=-171/637..8-19=-30?J125,3'19=-141l722.9-18=-B2/611,9-16=2200/464.
10-�6=-30V'124, 12-16=-765/35fi3.12-'15=-86/613,12-14=-5033/1096
NOTES (1013)
1)T-ply.tmss to be connecled together with 10d(0�131 x3)nails as follows:
Top chortls connecretl as follows 2 X 4 1 row at 0-9 0 oc.
Boflom chords connected as follows 2 X 6 2 rows at 0 9 0 oc.
Wetis wnnected as folbwqs 2 y 4PP1 row at OP��oc P ' O ; Y P Y `,���"��gEPH ��o,�
2)All loatls are wnsidered e uall a lietl to all lies,ezce fif noted as hon�(F or back 8 tace�in Ihe��LOAD CASE S sectwn.PI to I �
connections have been provided to disinbute only loatls noted as(F)or(8),unless olhervvise indicatetl. �� a ��ST$�� '�J.��i
3)Wntl:ASCE 7 O5,90mph TCDC 6.Opsf BCDL=6.Opsf h=25ft;Cal.II;Eicp B{enclosed{MWFRS(low-rise)gatile end zone',wMilever a �.P+Q,�G �t`Oy � '
left antl iigh�exposed;entl vertical lefl and right ezposed;Lumber DOL=1 BO plate grip DOL=t.60�� 2' Q:� :9 �
4)Pravideatlequatetlrainage.topreJentwatePpontlingi = PE-II�Y'122� �
�5)TM1fs Vuss has been designed for adODpsE6ottom chord live loatl nonconcurrent with any otner live loatls. — ' ' =
6)Provitle mechanical connection(by others)of�mss to bearing plate capable of withs�anding 1001b uplik atjoinl(s)except Qt=1b)14=80fi, '3 �'p=. STATH OF j? C'
Coi�F{�7�on page 2 % 9 :
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February 22,2013
L wPf2NING V �rya g p melers ntl a 1 �.iM1 T o g'D g a' daeDJRI sb t� oatl)b)o o g
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(tle gnp te andp p ryo Y �Ih o p t re p bl� �E I4 gE 'g � f�� t tl �alle L� I lainl
tl g al M1-wn n tl tl I �b nticl� J p n M Ore sio b rFl g ly If N IU q �tilryL g AtltlY nalle poary tainV
tl B �ba ngio esl Clryd n g 1 tl n'slbe p blryollh t II AJdll n Ip Ib l0i g Ublryb 'ng IN o II imcYUre
siM1eresponsEiliryoit�ebulCngtlesigneioruwnerolt�etmsses ForgeneralguEanreregar4ngCezgnres0onsbit �abne�aton,q Ily � I brage,
tleli�rery,ereclion,lateal reslainl antl tliagonal braunp,wnsull NN51/TPI 1,DSB-89 antl BC51(Building Component Salery Iniormation)zvailable fmm CONSULT/NG uc
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PROBUILD MOORESVILLE,IN C6150,Aamn Gertett ]250 s Aug 2530H MiTek IMU9nes.Inc T�u Fe�P1 ID�48:49 2�13 Page 2
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NOTES (10-13)
7)This truss is designed in accordance wit�the 20069nternational Residential Code sections R502.11.1 and R802.10.2 and referenced stantlartl ANSI/TPI 1.
8)Graphrcal pudin representation does not tlepid the size octhe orientatian of ihe purlin along the top and/or bottom chord.
9)Hanger(s)or other connectioddevice(s)shall be providetl suffcient to support wncentrated loatl(s)121 Ib down antl 61 Ib up at 7-58,t661b down and 401b up at 15-8, i861b
down and 5316 up at SS-8,i 861b dovm antl 531b up at 7-5-8,i861b down antl 531b up at 9-58,i 861b down antl 531b up at 11-5-8,iB61b down antl 53Ib up at 13-5-8, 186
Ib down antl 5316 up at 75-5-8, i86 ib down antl 531b up at 17-i8,1861b down and 531b up at 19-5-8,1861b down'antl 53 Ib up at 21-5-8,i 861b down antl 531b up at
23-5-9„186 Ib�tlown and 531b up at 25-5'B�1�8616 tlowrtand 53 i6 up at 27-5-8, 1861b down and 531b up at 29-5-8,18616 tlown antl 531b up at 31-5-8,iB61b tlown antl 53 Ib
up at 33-5-e,1861b down and 531b u0 at 355-8,1861b tlown and 531b up at 37-5-8,and 7861b Oown and 531h up at 39-5-8,and 1B61b down and 531b up at 41-5-8 on
6ottom chord. The tlesigNSeleclion o(such connection device(s)is the responsibiliry of others.
10)1. Additional stabiliry bradng for truss system,e.g.tliagonal or X-bradng,is always requiretl. See
11) BCSN.
12)23.It is extremely important to properly install temporary lateral restraint and diagonal bracing,in
13) accordance wi�h BCSI-B2 or using proprietary methods(e.g.Stabilizer,etc.).
LOAD CASE�S) Standartl
1)Regular.Lumber Increase=1.15,Plate Increase=1.15
Uniform Loads(pl�
Vert:1-4=-60,4-13=60.2-14=-20
Concenire�ed Loads(Ib)
Vert:23=-186(F)76=-186(F)24=-121(F)25=-786(F)26=-186(F)27=-186(F)28=-186(F)29=-186(F)30=-186(F)37=-1B6(F)32=-186(F)33=-186(F)34=-�B6(F)
35=-186(F)3fi=-186(F)37=-186(F)38=-186(F)39=186(F)40=-186(F)41=-186(F)42=-186(F)
� WARNING V �IyE p p m�narM aE 1 N T OespnD2w�g E� tl E EDJR I SM t(rc W 117Leb Oe g �
Ltllo AMT k n plal ry Tti Oe y E E ty p p �e55li n 0 1 � EvE I� 10 B Po I.Appl' pLry ,
f0 g p le Jpmpe � wry ret tiM1 Cmpo enfSrcsDO sblty IE ld gtl 'B ftM1et tl' talle L 1 I � in�
des]�atons�M1 tl tl IweDanCNO�tl- - b f - p so L rkl g ly otf N IE' p laEl�y� �p HtlJI nal� p ry 1 inU
0 g IE ' gb s t blryEUn g huclon'fNe spo Dlry ItM1 zl ll .AdJlan Ip a nibuild�g tedlyL tlng fi� o �Ilsimqum
zNeresponzdlryol��eGwltlngEaziq e roli�eVUaseaPorgenttalq �O mgar0i gU g sponsiGiiKS faD fa4on.0 altycanVOl brape.
SBfA�1�r�VtlisbcinE sVy.nreintanEdiaponalpr�xmp,mnsuXAN51?PII,OSB�B9antlBCSI�BuilJingCqmponeni5a(arylnioimation�availaElehom CONSULT/NGuc
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31_5 )-841 tt-&0 �
}H.5 ' 19-5 ' 3�tY5 �
Scale=L20.5
4x6=
3 5x8 =
�� a
5.11� !�-
I I r,.
'�Ti � �L ��
3x12� �L7—� J� �� � .
z \ �� � �,\5 3x12 ;.
//i� �.� \\\ \ �:i\��
�� �� �� 7�� , ��� s
"� ' /�� '� ��� ;'�� `
II /I �� \ \ � \ �
_ �. �
��� _I ��
I����I� Ba16 = 9 10 B 11 12 � 13 14 ��_�
'—' Bx16—��
3x8 II Bx8=
18-5-0 ta�SO
�118 ;11,5 1-41 661 1-)-15 ]_&11 9}d_� 11-J-B 11-8-0�
1_0-8 2-]_13 0.0.II_2-00 1_)-1< 0=0_12_td_p 2-0;0 '0=�
— <B
Plate Offsets,(%,Y):_[3:0.5-12,0-2-8J„[6;0-0-0,o_4-9�„�7:0-3-8,0=4-e],_[8;0=4-8,0-1-BJ
LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) UdeFl Utl PLATES GRIP
TCLL 2�.0 Plates Inaease �.15 TC 0.81 Vert(LL) -0.06 7-e >999 240 MT20 197/144
TCDL 10A Wmberincrease 7.15 8C 0.46 Vert(TL) -0.14 7-e >999 180
BCLL 0.0 Rep Stress Ina NO VJB o.66 Horz(TL) 0.03 6 n/a n/a
BCDL 10.0 CodeIRC2006/iP12002 (Matrix) Weight1331b FT=20%
LUMBER BRACING
TOP CHORO 2 X 4 SYP No.i 'ExcepP TOP CHORD SUUCtural vrootl sheathing directly applied or 3-7-9 oc putlins,except
T2:2 X 4 SPF No2 2-0.0 ac putlins(4Y9 maz.):3-4.
BOT CHORD 2 X 8 SYP DSS BOT CHORD Rigitl ceilinp OirecLy applietl or 10-0.0 oc bradng.
wEBS 2 X 4 SPF Stutl
SLIDER LeR 2%4 SPF Stutl 2-1-15,RigM 2 X 4 SPF Stutl 2-id5
REALTIONS Qb/size) 1=5190/a-3-e (min.0-2-10),6=6058/0-3-8 (min.03-i)
Maz Horz 1=-21(LC 6)
Max Upliftl=-267(LC 5),6=-282(LC 6)
FORCES �Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-7290/394,2-3=-7284/415,3-4=-674fi/388,4-5=-7303/406,5-6=-7308/384
BOTCHORD 1-9=-341/6527,9-10=-34t/6527,8-10=-3418527,8-11=-351/6728, 11-12=-35V6728,
7-12=-351/6728,7-13=-329/6546,13-14=329/6544,6-14=-329/6544
WEBS 3-8=-146/3023,4-7=-141/3062
NOTES (11-14)
1)2-ply tmss to be wnnected together with 10tl(0.�3T'x3")nails as follows�.
Top chords wnnected as follows:2%4-1 row at 0.9-0 oc.
Botlom chords connedetl as follows:2 X e-2 rows a�0-4-0 oc.
Webs connectetl as follovrs'2 X 4-7 raw at 0.9-0 oc.
2)All loads are wnsitlered equally applietl to all plies,encept if noted as hont(F)or back(8)face in the LOAD CASE(S)section.Py to pty
conneclions have Oeen providetl to disViOUte Bny loads noted as(F)or(B),unless otherHise indi�atetl.
3)Unba�ancetl mof live loads have been wnsidered,(or lhis design.
4)Wnd:ASCE 7-05;80mph�,TCDL=fi�.Opsf;�BCDL=6.Opsf;h=25R;Cat.II;Eap B',enclosed;MWFRS(low-rise)gable end zone',cantilever
lefl anG ri�ht es0osed;.erid vertical left andright exposetl;Wmber DOL=1.60 plate grip DOL=1.60
5)Provide adequale drainage to pievent wate(ponding.
6)This wsshas been designetl(or a 10.0 Osf bottom chord live batl nonconcurrent wilh any other live loatls. �� ❑
7)6=y8ye mechanical connectlon(by otheis)of[iuss lo beanng plate wpa0le o(wi�hstanding 10U Ib upliR ai joinl(s)except Qt=16)1=267, ```\ p�;O$EPM//D�O��/
8)This iruss is tlesigned in acwrdance with ihe 2006�International Resitlential Cotle sections R502.11.1 and R802.102 antl re(erenced � �..'G�STEq� �A�i'
standardANSI/�PI�1. � �Q�Q� (•`p4 9�
9)Graphical purlin representation does not tlepicl Ne size or Ihe orienta!ion of the pudin alonp Ihe top and/ar bottom chor0. ; pE-�)012220 t =
— i '
— • • �
� 'a �� STATE OF :� R �
Continued on page 2 � 9 : . ,y`
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February 22,2013
A WARNING V Tytl g P ��% 4 4 bs nNSTm550e g Ue B 4'tldetlprJR1 SM1 t� 0}���p��o .De g �
GE I 'N M Tek M p1a1 0�y TN 0 'B� � O ly up0�yYR�nl�/5 5M1 E 1 - tl' E I b IE p wnp� M ApDNGti I ly �
o�0esg pa mete dp p nmrpo 4 fM po � p 'pll Idild�Bd g o o.m iN W iM- t Ile L 1 I t t
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tl 0 Ib 'pto StatilryOUnnB � n � �� Po 'E'I'ry IN n tall .AtltlT Ip Ib Itll B �G�NE "nB �N II t cmre
sPemsponsb'hryollM1e�ul�ngGesipnerormvneroitM1elmises Forganarelgutlenwregai0ng4esB��esponsblle IeErtalon,q Iry � nlrol,slorage,
delivery,eretlion,laleal rezVeint antl Elagonal Eracing,wmull ANSIITPI 1,DSB-B9 enE BC51(BUiltlin8 Lomponent Salery Intoimalion)available fmm
secn ai.n..,,.sx,�a�:�ry�m CONSULTING(LC
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NOTES (q�_�q�
10)Hanger(s)or.other conneqion device(s)�shall�be provided sufficient ro support wncentrated load(s)16461b down and 6916 up at 1-3-e,16461b down and 6916 up af 3-38,
1421b down and 461b up at 4-O.t,1fi461b down'antl 691��up ai SJ-B,1421b down antl 46 Ib up�at fi-0-i,46461b down antl 6916 up at 7-3-8, 1421b tlown antl 461h up at
7-7-15,and��i6621b down and 50 Ib up at 9-38,and 16431b down and 57 Ib up at 113-8 on bottom chortl. The tlesigNSelection of such connection tlevice(s)is the
responsi6iliry of otfiers.
11)1: Atltlitional stabiliry bracing for Vuss system,e.g.tliagonal or X-bracing,is always requiretl. See�
72) BCSIi.
13)23.It is extremely important to propery install temporary lateral restraint anddiagonal brecing,in
14) acwrtlance with��BC51-B2 or using proprietary methotls(e.g.S�abilizer,etcJ. �
LOAD CASE�S) Stantlard
1)Regulac Wmber Increase=1.15,Plate Increase=1.15
Uniform Loads(pin �
Vert:'i-3�=-60,3-4=-6q 4-6=,60,1-6=-20
Concentrated Loads(Ib)
Vert'.8=-t42(B)7=-1788(F=-1646,B=-14219=-1646(F)10=-1646(F)11=-1646(F)12=-142(8)13=-1662(F)14=-5643(F)
� WARNING V �tyE sg p te tl 4 t _iM1 T D g� D g d nG E d�JR t SM1e�� �311)be(re 0 g
Itlf thMT k 1 �pl 1 a N T� tl g b E ly p pa t h J f ' �J Ib IE 0 P �e I Appl blry
Id g p � Ia tlp p ' ry at IIM1 � po t 5 �p sbiry fbu'Id gG g II� t E" �Ile Lat I t t e
� 8 � shmm E tl 1 b dckiotl C� el p ' nL GI g ty, iloN Itl g t tilryb g Atltl( alte p ry i � V
tlago Ib qngla ��Irytlun gw 1 tt ih p nstilry flh tall .Atltlf n Ip I� ld g laply� ��g fIM1 II t q re
stM1eresponzEliryoflbeEUlOingtlesignerorownerofl�et zses ForqeneralgudanrereBardngdesgnresponsblt ,(abnofon,q alrywnVOl itorage,
tlelivery,ereqion,laleal reslrzinl and diagonal pmcing.con%uX qN51?PI 1,OS3-89 an0 BC51(BUil0in8�omponenl5atery In�omia�ion)�availa�le fmm
secA a�w,w,�e�ma���y.�m (.'ONS(lL�/NG c(C
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4-0-0 3<-12 a.se i042
' L0.0 ' 2>.�z ' 2-at�—F—it.—a
Scale=1:19.3
Ox8 = I B �.Sx4, II
a L�� �5��
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8.00 124x6 : / �/ � \ O�
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3 / \ \
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1B So �650
Yi43 3�SB <�5-8 6442
2-4 11 0-0 II 4-0-0 1.11-4—�
_Plate Offsets_(X,Y):_[2:0-5-1,0-1.11]..[4:0.5-12,0:2_0] �
LOADING(ps� SPACING 2-0-0 CSI DEFL in Qoc) I/deFl UO PLATES GRIP
TCLL 20 0 Plales Increase 1.15 TC 029 Vert(LL) -0.00 6-7 >999 240 MT20 197/144
TCDL 10A Wmberincrease 1.15 BC 0.10 Vert(TL) -0.01 6-7 >999 180
BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(TL) 0.00 6 n/a n/a
BCDL i0.a CodeIRC2o06l�PI2002 (Matriz) Weight321b FT=20%
LUMBER BRACING
TOP CHORD 2%4 SPF No.2 TOP CHORD SlmcNrel wood shealhing directly applied or fi-PO oc putlins, except
80T CHORD 2 X 6 SPF No2 end verticals,and 2-0-0 oc putlins(60-0 mazJ:4-5.
UJE85 2 X 4 SPF SNtl BOT CHORD Rigitl ceiling directly applietl or'10-0-0 oc bracing.
SLIDER Lefl 2 X 6 SPF No2 1-6-8 JpINTS 1 Brace at J�(s):5
REACTIONS QWSize) 6=274/Mechanical,2=356/0-3-8 (min.0.b8)
Max Horz2=68(LC 4)
Maa Uplift6=64(LC 4),2=-82(LC 5)
FORCES (Ib)-Max.CompJMaz.Ten.-All forces 250 Qh)or less eacept when shown.
TOP CHORD 23=-340/54,3-4=-284l61
NOTES (10-13)
1)Wintl:ASCE 7-05;e0mph;TCDL=6.Opsf;BCDL=fi.Opsf;h=25ft;CaL II;Exp B;encloseQ MWFRS(tow-rise)gable end zone�,canlilever
lefl and right exposetl;end vertical lefl anE righ�eaposed;W mber DOL=1.60 plata grip DO1=1.60
2)Provitle adequate drainagefo preventwalerponding.
3)This truss has been designed for a 10.0 psf botlom chord live load nonconcurtent with any other live loatls.
4)Refer to girtler(s)for truss to truss wnnections.
5)Provide mechaniwl wnnection(by others)of Wss ro beanng plate�apable of withstanding 1�O Ib uplik atjoint(s)6,2.
6)This tmss is designed in accor0ance wrth the 2006 International Residential Cotle sections R502.71.1 antl R802.702 and referencetl
s[andard ANSI/TPI i.
7)Graphical purlin representation does not tlepict the size or the orientation of ihe purlin elong the top antl/or bottom chortl.
e)HanBer(s)or other wnnection tlevice(s)shall be provitled suKCient to suppotl concentrateC loatl(s)461b up al 2-4-12,antl 46Ib up at
4-58 on top chorq antl 72 Ib dovm and�lTlb up at 2-4-12,and 71b down al 4-5-e on bottom choN. The tlesigNSelecYion of such
connectian aevice(s)�is Ne responsibiliry pf amers.
9)In lhe LOAD CASE(S)section,loads'applietl lo Ne face of Ihe truss are notetl as hont(F)or back(B).
10) t. Atlditional stabiliry bracing for tmsS system,e.g.diagonal or X-Oracing,is always requiretl. See
ii) BCSI1.
12)23.If is entremely important to propedy install temporary lateral resiraint antl tliagonal bracing,in `� '� � i
13) accortlance vnth BC51-B2 or using propnetary meNOds(eg.SfaGilizer,etc.). \�p �pSEPH � /��
♦ G
i
LOAD CASE�S) Stantlard ���Q-�;�G�S7FR�.,'+'���
7)Regular Lumber Increase=7,15,Plate Increase=1.15 � Q';Q � ;9�
Unirorm Loads(pl� 3 ; PE-11012220 ? _
Veh:1-4=-60,4-5=60,2-6=-20 = _
� • : t • �
� 9;� STATEOF :'�:
Conlinued on page 2 �
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February 22,2013
� WARNING' Vantytl gp 1s tl tl� t nl� T o �gD B tl�-dOtlDJRI Sbai� 0311)peloef 0 g �
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Cago ie.a��a�o metyeun qronswao 'su ezponsGliryolM Iail .NECIan Ip IbuiltlinBSl b(ryE -nBbN Ilzeuaum
sNerespomibiliryoflOeLUlOirqOeziB�e�wowne�ol��eWSUS.FO�Bene�alB��ncemBeNigtl g %POnsi�ll fa�w(on.QeLly Vol lorage,
eeu.�en,s�>a�oo,i�eai,e.wmi a�a a�aeo�a�e.e�me.w�:�n nr�sirtai t ose-e9 a�a ecs�e��m��g eomco�=m seien mm,�,�aw��e�aneme i�om CONSULflNCuc
seca ai.ww.seune�scry.mm. �
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LOAD CASE�S) Standard
Concentrated Loatls Qb)
Vert�4=3(B)7=-72(8)8=3(B)9=3(B)
� wneNiNC Jyaesa oaa i : a a � �m 1 o��e o g a�aaseo�are sn ��e oaii�oe�o .o a �
ana ro N M T k em pi ies ony.mi a 'e� e e ry upo p � nwm,a a r �e i e ie p w pon �.avpti�ao rry �
1 ea B�oa2m te a v V ' Tor W f Ne wmpo m �zpo e bry 1 di la g Onia o«n o10 w M- 1 0 L tenl esl a 1
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tl g IE a gl ns eStaDlryC nnp Wd ' 1� po '�Iyolt� tall AEtllbn Ip IE iE'ng 1 bllybe' pof�h II 1 d re
s iM1e mspani E I ry af t�e Eu IE ng tlesipmt or mvner ol iM1a Imsses.Por ganaral pu�ance rcBarOinA tles gn msponziE I t es fabi rsl ory Qual y comml,storage.
tleliv<ry,eretlion,lalerel mslainl an04ia8onal Oraung,confull ANSIRPI 1,�SB�B9 anE BCSI(Builtlinp Componenl5alary Inlortralian)available hnm ��u��NG LLC
sBCn a�wwwsbcintlusiry.�om.
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PftOBUILD,MOORESVILLE,IN C6158,Aamn Gartelt 1.350 f Aup 25P011 MiTeF IntluzGes,Inc T�u Fe02110<651 2013 Page 1
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3 ���V� � �� .�
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18.5-0 t8-5-0
1_�_4 1.S�B 3-iB S4_4
1�g3 6612 280 ' 1414 �
PlateORsets,(X,V):. j3:0.5-12,0_2-0j �
LOADING(ps� SPACING 2-0-0 CSI DEFI in (loc) IIdeFl Utl PLATES GRIP
TCLL 20.0 Plales Increase 1.75 TC 021 Vert(LL) -0.00 5-6 >999 240 MT20 197/144
TCDL 1�.0 Lumberincrease 7.15 BC 0.07 Vert(TL) -0.00 5-6 >999 180
BCLL 0.0 Rep SUess Ina NO WB 0.02 Ho2(TL) -0.00 5 n/a n/a
BCDL 10.0 CodeIRC2006/TPI2002 (Matns) Weight251b FT=20%
LUMBER BRACING
TOP CHORD 2 X 4 SPF No2 TOP CHORD Sttuctural wood sheathing tlireclly applied or 5-412 oc pudins, except
BOT CHORD 2%6 SPF No2 end verlicals,and 2-0.0 oc pudins:3-4.
WEBS 2%4 SPF Stutl BOT CHORD Rigitl ceiling tlirectly applied or 10-0.0 oc brecing.
JOINTS 1 Brace at Jt(s):4
REACTIONS (Ib/size) 5=141/Mechaniwl,7=2�4/0-3-9 (min,Od-e)
Max Horz7=56(LC 4)
Mau Uplifi5=-48(LC 4),7=-97(LC 5)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(ID)or less ezcept when s�own.
NOTES f,10-13)
1)Wnd:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Ops(;h=25tt;Cat II;Ezp B;enclosed;MWFRS(low-rise)ga61e end zone;wntilever
left and nght exposed;entl vertical left and nght ezposed;Lumber DOL=1.60 plate gnp DOL=1.60
2)Pmvide atlequate drainage lo prevent waler ponding.
3)This[russ has been tlesigned for a 10.0 psf bottom chord live load nonconcurren�wilh any other live loatls.
4)Refer to girtler(s)for lruss lo imss wnnections.
5)Provitle mechanical connection(by others)of truss to bearing plate capable of wiMStantling 100 Ib uplifl at joint(s)5,7.
6)This truss is designetl in accordance with the 20061ntemational Residential Code sections R502.11J antl R802.102 and refererced
stantlard ANSIRPI 1.
7)Graphical putlin representation does not depid the size or the orientation of the pudin along the top antl/or bottom chord.
e)Hanger(s)or o�her wnnection tlevice(s)shall be provided suffcienl to sup0otl concentrated loatl(s)7 1b tlown and 47 1b up at 1-4-12,
and 7lb tlown antl 471b up at,3-5-B on top chord,and 5�Ib up at 13-72,end 201b up at 3-5-e on boLLOm chord. The design/selection
of such connection tlevice(s)is the responsibiliry o(olhers.
9)In t�e LOAD CASE(S)seaion,loadi applied to the face o/the truss are noted as hont(F)or back(B).
10) 7. Add6ional stability bradng for iniss sys�em,e.g.tliagonal or X-bracing,is always requiretl. See
17) BCSI1.
12)23.It is extremely important to p�operly install temporary lateral restraint and�tliagonal brecing,in
13) acccrtlance with BC51-82 or using proprietary methods(e.g.Stabilizer,etc.). � �
t� qi�i
1OR gularSEumberan rease=1.15,Plate Increase=t.15 :��``` 'OS + -r,�
Uniform Loads(pl� `�p'�:�G�STEqF;c A��
Veh'1-2=-60,23=-60,3-4=-60,57=-20 � Q?P � � 9 �
Concenvatetl Loatls(Ib) = : PE-I 1072220 ; =
Vert�.3=47(B)6=12(B)8=47(B)9=75(B) _ -
� 'a �� STATE OF �¢' �
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February 22,2013
� WAiNING V tytl q P � tl aOm� q T De g D g O' C tleEOJR 10 SheGi�re 0311�Ce� se.OeSp �
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i I .15 { 156-9 � 2�.&I 2S11-B
5-3£ 5-0-04 5-1-1� �5-0-10 ' S-3-6
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dx10 = 3x8 = 3�4 = 4x6 = 2z4 I� 3nB ° 4�10 =
3 q
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9-1-1
9-1-2
S38 � IDL_�5 1569 36&3 � 0i11-8
S36 5_tg0 59-?0 � 5,1g0 5-3-fi
_Plate_ORSe�s.(X.Y):_[1:Edge.O_t-12],.[2:0-3-0.0-1:8]..I6;03_4,0-1_B]..[7;Etlge.O_i-12],.�9;0-2-8.0-2-81,.�10:0-2-0,0.2.e1..I12'0-1-12,04:B1..I13:0_3_4.03=4� . .
LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) VtleFl Ud PLATES GRIP
TCLL 20.� Plates Inuease 1.15 TC 074 Vert(LL) -423 10-12 >999 240 MT20 197/144
TCDL 70.0 Lum6erincrease 1.75 8C 0.71 Vert(TL) -O.a7 1042 >748 180
BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(TL) 0.04 8 n/a n/a
BCDL 10.0 CodeIRC2006/TPI2002 (MaMx) WeighC4221b FT=20%
LUMBER BRACING
TOP CHORD 2 X 6 SPF No.2 TOP CHORD 2-0-0 oc purlins(4-3-6 maz.):1-7, excep�end vetlicals.
BOT CHORD 2 X 10 SVP No.t 'ExcepP BOT CHORD Rigitl ceiiing directly applietl or 70-0.0 oc braun9.
82:2 X 10 SYP DSS JOINTS 1 Brace at Jt(s):1,7
WEBS 2 X 4 SYP No.i'ExcepC
W1:2 X 4 SP No2,W3:2 X 4 SPF Stutl
REACTIONS pb/sae) 14=6313/Mechanical,8=6373/0.3-8 (min.0-3-3)
M�Hoa 14=-98(LC 4)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 Qb)or less except when shown.
TOP CHORD 144=-5500/0,1-2=-7747/0,23=-11536/0,3-4=-11357�0,4-5=-11357/0,5-6=-1�357/0,
6-7=-7758/0,7-8=-5504/0
BOT CHORD 12-13=0q747,11-12=0/17536, 10-11=0/1153fi,9-10=0l7758
WEBS 1-13=0/9036,2-13=-3538/23,2-12=0/4539,112=-9371169,540=1008/168,
6-10=0/4311,6-9=3435/25,7-9=0/9054
NOTES (11-14)
1)2-ply Vuss ro be mnnectetl together with 10tl(0.13P'x3")nails as foliows'
Top chortls wnnected as Pollows:2%4-1 row at 0-9-0 oc,2 X 6-2 rows at 0-9-0 oc.
Bottom chords connected as follows:2 X 10-2 rows at 0-9-0 oc.
We6s connectetl as follovrs:2 X 4-1 row al 0.9-0 oc.
2)All loatls are considered equally applietl to all�plies,eacept if noted as honl(F)or back(B)face in the LOAD CASE(5)sedion.Ply ta ply
connedions have been provided to disinbule onry loads noled as(F)or(B),unless othervvise indiwtetl.
3)Wnd:ASCE 7-05;90mph;TCDL fi.Opsf;.BCDL=6.Opsf;h=25ft;Cat.II;Eap 8;enclosetl;MWFRS Qow-rise)gable entl zone and GC
E>tenor(2)zone;rantilever left and rigM expose0;end vertical left antl righ�ezposetl',GC for members and forces 8 MWFRS 1or
readions shown;Lumber DOL=1.60 plate gnp DOL=1.60
4)Provitle a�equate tlrainage to prevent water pontling.
5)This truss has been designetl(or.a 10.0 psf bottom chord live loatl nonconwrrent with any oNer live loads. � �
6)Refer m girtler(s)for tmssto tmss connections. �j�� �
/
7)stantlard hN51/TPI�d in accortlance wi�h�he 20061nternational Residential Code sections R502.11.1 and RB�2.102 and referenced ``\��a� SEPM p�+'''
. Q-::'G�STEq` r�%3
e)Load case(s)1,2,3,4,5,6,7,8,9 has/have been motlified.Builtling designer must review ioads lo verify that they are conecY for ihe C -1 Q(G l�`�y 9 i
intended use oHhis truss. ' �'� PE-I 1012220 � '
9)Girder wrries tie-in span(s):8-4-12 fmm 0-0-0to 25-1 Y8 _ i _
10)Graphical purlin representalion tices not tlepict Ihe size or the onentation of Ihe purtin along the top andbr bottom chortl. � � � _ � ?
� 'a �� STATE OF ;'? �
Continued on page Z '�90'+-�ry P;'� � �
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February 22,2013
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e a IE 'ngbms eslatiLryEUn B �+� 'alh ponidlryolN n 111 AOE� Ip mbultli p tadlry0adrp IN- II Vuaua
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11)1. Atlditional stability braung for tmss system,e.g.diagonal or X-bracing,is always required. See
12) BCSIi.
13)23.It is extremely important to proper�y insla0temporary lateral rest2int and diagonal bracing,in
74) accordance with BCSI-B2 or using propnetary meNods(e.g.Stabilizer,etc.).
LOAD CASE�S) Stantlard
1)Regulac Lumber Increase=Y15,Plate Increase=1.15
Uniform Loatls(pl�
Vert: i-7=203,&74=289(8=269)
2)IBC BC Live:Lumber Increase=125,Plate Increase=125
Uniform Loads(pl�
� Vert: i-7=-106,8-14=-94(B=-54)
3)PC NAntl:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pl�
Vert:14=33,8-14=-66(B=-54)
Horz'1-14=-26,7-8=26
4)MWFRS Wnd Left'.Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pl�
Veft:1-7=32,8-14=-66(B=-54)
Haa:1-14=13.7-8=16
5)MWFRS Wntl�RighC LumEer Increase=1.60,Plate Increase=t60
Uni(orm Loatls(pl�
Vert:1-7=32,8-14=-66(8=-54)
Ho2:i-14=46.7-8=43
6)MWFRS 1sl Wntl ParalleC Wmber Increase=1.60,Plate Increase=1.60
Uniform Loads(pl�
Vert:1-7=32,8-14=-66(B=-54)
Horz: 1-14=-i6,7-8=16
7)MVJFRS 2nd Wnd Parallel:Lumber Increase=1.60,Plate Increase=1.60
Unitorm Loatls(Plp
ven:i-�=is,e-�a=-ss�s=-sa�
Horz:1-14=.16.7-8=16
B)MWFRS 3rO Wnd Parallel:Lumber Invease=7.60,Plate Increase=l.6�
Uniform Loads(pi�
`lert:1-7=9,8-14=-66(8=-54)
Horr 1-14=-16,7-8=16
9)MWFRS 4th Wnd Parallel:Lumber Increase=1.60,Plate Inaease=1.60
Uniform Loads(pl�
Vert' 1-7=3,&14=-66(B=-54)
Horz: 1-14=-i6.7-8=76
� WARNING V nly E p p 1 n c E roa0 t 1� T Oe g D ' g J' tl EeE DrJ R I S� �� 0]11)belo e Oe g �
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Job Truss TrussType Ory Ply ATWqrEF
1642406]
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d4440 45-4 9-0-11 � 10.10-0 � 1]-&fi � 18-}t 32-01-8
a<�o a-s�a a-- �
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Swle=1:a0.1
4x8 = 3xA II 3x4 4xfi = 4x6 = 4e10 =
5�12= 16 q
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14 3x8 II
6x16 II
H-S9 iL5-9
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_Pla�e_Oflseb.(X,Y):_[1;Etlge,0-2-0J„[2:0_3_8,0_2-0],.[6;0.142,q 2_OJ,.[/:EUge,0.142]„[9:D2-8,0.3-0J„[10:03=8,0.6-0],.[11 0-8-0,0_60],_[13'0-3_8,0,30j,_[14:0-10-12,0-0-OJ
LOAOING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl IJtl PLATES GRIP
TCLL 20.0 Plates lncrease 7.15 TC 0.96 Vert(LL) -012 11 >999 24� MT20 118/123
iCDL 10.0 Lumber lnuease 1.15 BC 0.52 Vert(TL) -0.54 11 >500 180
BCLL 0.0 Rep SVess Inu NO WH 0.92 Ho2(TL) 0 03 8 n/a n/a
BCDL 10D CodeIRC2006RP12002 (Matriz) WeighY6001b FT=20%
LUMBER BRACING
TOP CHORD 2 X fi SPF No2 TOP CHORD &40 oc pudins(4-7�12 maz.):1-7, except entl verticals.
BOT CHORD t.SXt 1.875MiuollamLVL 2.OE TG BOT CHORD Rigid ceilin9 tlirectly applietl or 10-0-0 oc bracing.
VvEBS 2 X 4 SPF S�utl"EzcepY JOWTS 1 Brace a�JI(s):1,7
WL 2 X 4 SPF No2,W2,W7:2 X 4 SYP No.i,W4:2 X 4 SP No2
W5:2 X 1�SYP No.t
REACTIONS (Ib/size) 1a=11490/0-3-e (min.0-3-6),8=9264/0-38 (min.0-2-12)
Max Horz 14=46(LC 3)
Mae UpliR14=-1103(LC 3),8=-792(LC 4)
FORCES (Ib)-Mac.Comp./Max.Ten.-All forces 250 Qb)or less except when shown.
TOP CHORD 1-14=-10865/1037, 1-15=-15527/1487,2-15=-15527/1487,2-1fi=-22637/2090,
3-16=-22fi37/2090.3.4=-22637/2090.4-5=-21481/193e,5-6=-2148V1934,
6-7=-13295/1171,7-8=-7773/699
BOT CHORD 14-V=-112/61fi.17-18=112/fi16,13-18=712/616,1&19=1513/15527,
12-19=-1513/15527. 12-20=1513/15527.17-20=4513i75527.11-21=-1946/21481.
21-22=4946/21481.10-22=1946/21481, 10-23=-1175i13295,23-24=-1175I13295,
9-24=-1175/13295,9-25=-54/370,25-26=-54/370,8-26=54/370
WEBS 1-13=4663/17514,2-13=-8031/773,241=-662l7693,410=-1346/211,6-10=-891/9465,
fi-9=-0894/534.7-9=1297/14943.4-11=-221/1572
NOTES (��-�q)
1)3-ply truss lo Ge connectetl logether with 10d(0.131"a3")nails as follows'.
Top chords connected as follows:2%4-1 mw at 0-9-0 oc,2%6-2 rows at 0-9-0 oc.
Bottom cho�tls connected as follows'. 1.5 X 11.9-3 rows at 0-4-0 oc.
Webs connecled as follows[2 X 4-1 rav a(0-9-0 oc,2 X t 0-5 rows at 0.4-0 oc.
2)All loatls are mnsitlered eQually applietl to all plies,except�if noled aslront(F)or back(B)face in the LOAD CASE(5)section.Pty�o py
connections have been pmvidedto'tlisVihute ooy loads noled as(F)ar(B),unless otherwise intlicatetl. �
3)Wintl:�ASCE 7-OSj'90mph;TCDL=fi.Opsf;BCDL=6.OpsY,h=25ft;CaL II;Exp B;enclosed;MWFRS Qow-rise)gabte end zone;ranfilever ` ��gEPM ���i
4)Provide aoequate C ainage to prevlelnt�w ter ponEing se0;Lumber DOL=1bU plale gnp DOL=1 60 ���`a sO,STEl�+`O�+T��O
5)This Imss has been designetl for a-10.0 ps(bottom chord live load nonconwrrent with any other live loads. ��>< <( (". � �
6)Provide mechanical connection(by olhers)of lruss lo bearing plate�apable of wilhsWnding 1001b upliR at joint(s)except Qt=1b) � Q t� P � G 9 �
14=11W,8=792. � : �-��0�2�� t '
l)This truss is designed in accortlance wiN lhe 2006Intemational Resitlential Code sections R502.11.1 antl R802.70.2 antl referenced = _
stantlard ANSIRPI 1.
��5¢Qy�Sr��in span(s):35-11-8 from o-o-o to 3-5-4;2-4-i 2 from SS-4 to t 1-0-0 ^ '� �� STATE OF ;�2 ?
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NOTES (>>_7q)
9)Grephical pudin represenlation does not depict the size or the orientation of the purlin along ihe rop antl/or bottam chortl.
10)Hanger(s)or other connection tlevice(s)�shall be provided suffdent to support wncentrated loatl(s)3486 Ib down antl 299 16 up at 4-5-4 on top chorU,and 6313 10 tlavn and
542 Ih up at 10.10-0, 111 Ib down and 39 Ib u0 at b2-12, 111 Ib�own and 39 Ib up at 3-2-12,111 Ib Uown and 39 Ib up at 52-72,.111 Ib Aavn antl 39 Ib up at 7-2-12,717 Ib
down anC 391b up at 9-2-72,111 Ib down antl 391b up at 71-242,1011 Ib down and 431b up at 13-242,111 Ih down and 3916 up at 13-2-12,1017 Ib tlown and 43 Ib up at
15-2-12,171 Ib tlown and�3916 up at 153-12, 1011 Ib tlown and 43 Ib up at 17-2-12, 111 Ib tlown and 39�b up at 17-2-12, 1011 Ib down and 431b�up at 19-2-12, 111 Ib down
and 39 Ib u0 at'19-2-12,and 1011 Ib down an0 43 Ib up at 27-2-12,and 111 Ib down and 39 Ib up at 21-2-12 on bottom chold. The tlesign/selection o�such connection
device(s)is ihe responsibiliry of oNers.
71)t. Additional stabiliry bracing for truss system;e.g.diagonal or X-02ung,is always requiretl. See
12) BCSIi.
13)23.It is eatremely important to pmpedy install[emporary lateral restraint and diagonal bracing,in
74) accordance with BC51-B2 or using proprietary methods(eg.Stabilizer,etc.).
LOAD CASE�S) SlanOard
1)Regula[Lumber Increase=1.15,Plate Increase=1.15
Uniform Loatls(plfj
Vert:1-15=-793,15-16=-120,3d6=-122,3-7=-60,8-14=-20
Concentratetl Loads Qb)
Veh:72=-111(F)2=3486 17=-6313(8)17=-111(F)18=.171(F)19=-171(F)20=-111(F)21=-111(F)22=-1122(F=-111,8=-1011)23=-1122(F=-111,B=-1011)
za=-�izz(F=iii.e=-ioi�)�z5=nz2�F=-iii,e=-ioii)zs=-iizz(F=-iii.s=-ioii�
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Eelivery,erenion,la�erel res�minl entl Eiegonel Eracin8,��%utl ANSIRPI 1,�SB�09 entl BC51(BUilEing Componem Salery Inlortnation)evailable hom CONSUL�/NG uc
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Job . ITruss Truss Type Oly�Ply pTVJqiEft
I6C2406B
913303995 J01 Jerk-Open Tmss 5 �1
Job Relerence(optional)
PROBUILD.MOORESVILLE.IN 06158,Aamn Ge�2�1 iW�YBO 5 Aug 251011 MiTek IMuAnes,Inc Thu FeE 21 ID�E9'S3 Y013 Page 1
ta5-0 ID:C71zmV_n�rz�g✓?d5h�ksD WezvrOJp�zslZog37bwUpJrHB�axpmz�i(?%aVH?Z3MVJtztkzizoe
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LOADING(ps� SPACING 2-0-0 C51 DEFL in (loc) I/defl UO PLATES GRIP
TCLL 20.0 Plateslncrease 1,15 TC O.OB Vert(LL) 0.00 5 >999 240 MT20 t97/i44
TCDL 10,0 Lumberincrease 7.15 BC 0.03 Vert(TL) -0.00 5 >999 180
BCLL 0.0 Rep Stress Incr Yes WB 0.00 Horz(TL) -0.00 3 n/a n/a
BC�L 10.0 Code IRC2006/TPI2002 (Ma�nx) Weighc fi I� FT=20%
LUMBER BRACING
TOP CHORD 2%4 SPF No.2 TOP CHORD StmcWral wood sheathing direclly applied or 7-0-12 w putlins, except
BOT CHORD 2 X 4 SPF No2 entl verliwls.
WEBS 2 X 4 SPF Stutl BOT CHORD Rigitl ceiling tlirectty applietl or 10-0.0 oc bradng.
REACTIONS pb/size) 5=150/0-3-e (min.0-1-8),4=5/Mechanical,3=73IMechanical
Max Horz5=70(LC 6)
Max Uplifi5=-19(LC fi),4=-8(LC 6),3=-17(LC 6)
Maa Grav5=150(LC 1),d=21(LC 2),3=13(LC 1)
FORCES (Ib)-Max.Comp./Max:Ten.-All forces 250 Qb)or less exceDt when shown.
NOTES (69)
1)Wnd�ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf;�=25ft;Cat.II;Exp B;enclose0;MVJFRS Qow-nse)gable end zone antl C-C
E�enor(2)zone;pntilever left and right expose0;end vertical lek antl ngM exposed;C-C for members and forces 8 MWFRS for
reac[ions shown;lumber DO1=1.60 plate grip DOL=1.60
2)This Iruss has heen designed(or a 10.0 psf bottom chord live loatl nonconwrrent with any ot�er live loads.
3)Refer lo girtler(s)for Vuss lo Uuss connections.
4)Provide mechanical wnnection(by olhers)of�russ to beanng plate wDable of wilhstanding 100 Ib uplifl a�joint(s)5,6,3.
5)This truss is tlesigned in accordance with the 20061nternational Residential Cotle sections R502.11.1 antl�R802.102 and.referencetl
standard AN51/TPI 1.
6)1. Additional stability bracing for truss system,e.g.Uiagonal or X-hracing,is always required. See
7) BCSI1.
8)23.It is estremely important to propetly install temporary lateral restraint antl diagonal bracing,in
9) accortlance with.BCSI-B2 or using proprietary melhoCS(e.g.Stabilizer,etc.).
LOADCASE�S) Standard
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February 22,2013
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LOADING(ps� SPACING 2-0-0 C51 DEFL in (loc) I/defl Utl PLATES GRIP
TCLL 20.0 Plates Inaease t.15 TC 0.05 Vert(LL) -0.0� 2-5 >999 240 M720 197/144
TCDL 10A Lumberincrease 7.15 BC 0.04 Vert(TL) -0.00 2-5 >999 180
BCLL 0,0 Rep Stress Inv Yes WB 0.00 Horz(TL) -0.00 4 n/a n/e
BCDL 10.0 CotleIRC2008/TPI2002 (Malriz) Weight:111b FT=20%
LUMBER BRACING
TOP CHOFD 2 X 4 SPF No2 TOP CHORD StrucNrel wood sheathing directly applied or 2-4-12 oc pudins.
BOT CHORD 2%4 SPF No2 60T CHORD Rigid ceiling tlirecty applied or 10-0-0 oc brecing.
SLIDER Lett 2 X 6 SPF No2 1-8-3
REALTIONS (Ib/size) 4=57/Mechanical,2=166/0.3-8 (min.0.1-8),5=23/Mechanical
Max Hoa2=69(LC 6)
Max Uplifl4=-48(LC 6),2=-14(LC fi)
Maa Grev4=57(LC i),2=.166(LC t),5=47(LC 2)
FORCES (b)-M�.Comp/Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES (6-9)
1)Wnd:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opst h=25ft;Cat II',Ezp B;enclosed;MWFRS Qow-rise)gable end zone antl PC
Extenor(2)zone;cantilever lek a8d righl exposed;end vertiwl lett and right exposed',C-C!or members and torces 8 MWFRS tor
reactions shown;Lumber�OL=1:60 plate grip DOL=1.60
2)This Iruss has been designetl for a 10.0 psf botlom chord live loatl nonconcurrent wilh any oNer live loads.
3)Referto gir0er(s)for truss ro tmss mnnections.
4)Pmvitle mechanical connection(by othere)of lruss to hearing plate capabie of withstanding t001b uplifl atjoint(s)4,2.
5)This tmss is tlesigned in accordance with the 2006 Intemational Residential Cotle sections R502.17.7 and R802.102 and referenced
standartl AN51/TPI L
6)1. Additional sta6iliry bradng for Iruss syslem,e_g.tliaBanal or%-bracing,is always required. See
7) BC511.
e)23.tl is exUemely important to pmperty install remporary laleral resUaTt antl tliagonal bracing,in
9) accortlance with BCSI-B2 or using proprietary methods(e.g.Statiilizer,etc).
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TCLL 20.0 Plateslnaease 1.15 TC 0.14 Vert(LL) -0.01 2-5 >999 240 MT20 1W/144
TCDL 10D Wmberincrease 1.15 BC 0.09 Vert(TL) -OA2 2-5 >999 18�
BCLL 00 Rep SUess Incr Yes VJB 0.00 Horz(TL) 0.00 5 n/a n/a
BCDL 7�.0 Co4eIRC200fi/rP12002 (Matrix) Weight:1716 F7=20%
LUMBER BRALING
TOP CHOFD 2 X 4 SPF No2 TOP CHORD SUUCWreI wood sheathing tlirectly applied or 34-0 oc pudins, except
BOT CHORD 2 X 4 SPF No2 end verticals.
WEBS 2 X 3 SPF No2 BOT CHOR� Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Lefl 2 X 6 SPF No.2 2-2-9
REACTIONS Qb/size) 5=131Mlechanical,2=208/0-3-8 (min.0-1-8)
Max Ho22=80(LC�5)
Maa Uplift5=-D(LC 5),2=-28(LC 6)
FORCES pb)-Max.Comp./Max.Ten.-All forces 250 p6)or less ezcept when shown.
NOTES (6-9)
1)Wnd:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=fi.Opsf;h=25fl;Cat.II;Ezp B;encloseQ MWFRS(low-rise)gable end zone and C-C
Extenor(2)zone;canlilever lefl and nghi ezposetl;end vertical leR and right exposeO;C-C(or members and(orces 8 MWFRS for
reactions shown;Wmber DOL=7.60 plate gnp DOL=1.60
2)This truss has been designetl tona 10.0 psf bottom chortl live load nonconwrrent with any other live loatls.
3)Refer to girtler(s)for tmss to Imss mnnec�ions.
4j Provitle mechanical connedion(by others)o(truss to bearing plate capable of wit�standing 1001b uplik atjoint(s)5,2.
5)This tmss is Oesigned in accartlance with the 200fi Internatlonal ResiOential Code sections R502.71.1 and R802.102 and referencetl
standartl ANSI/TPI 1.
6)1. Atltlitfonal stability bracing for truss system,e.g.diagonal or X-bracing,is always required. See
7) BCSI1.
e)23.It is e�.iremely important�o pmpedy insWll temporary lateral reslrainl and diagonal bracing,in
9) accordance with BC51-B2 or using pmprietary metho0s(e.g.Stabilizer,etcJ.
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PROBUILD,MOORESVILLE,IN Ofi158,HamnGarteV 11505AUB�520t1MiTeklnOUSines,Inc T�uFe03110�<B:55]013 Papei
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LOADING fps� SPAqNG 2-0-� CSI DEFL in (loc) I/deB Ud PLATES GRIP
TCLL 20.� Plates Inuease 1.15 TC 0.05 Vert(LL) -0.00 2-5 >999 240 MT20 197/144
TCDL t0A Wmberinuease 1.15 BC 0.04 Vert(TL) -0D� 2-5 >999 18�
BCLL 0.0 Rep Stress Incr Ves WB 0.00 Horz(Ty 0 00 5 n/a n/a
BCOL 70.0 CotleIRC2006/iP12002 (Matriz) Weight:131b FT=20%
LUMBER BRACING
TOP CHOFD 2 X 4 SPF No2 TOP CHORD Siructural wood sheathing tliredly apPlied or 2-&0 oc pudins, except
BOT CHORD 2 X 4 SPF No2 end vertiwls.
WEBS 2 X 3 SPF No2 BOT CHORD Rigid ceiling direqly applied or 10-0-0 oc bracing.
SLIDER Le(t 2 X fi SPF No.2 1-&7
REACTIONS (IWsize) 5=162/Mechanical,2=168/�3-8 (min.0.7-8)
Ma:Horz2=68(LC 5)
Max Uplifi5=-34(LC 5),2=30(LC 6)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 Qb)or less except when shavn.
NOTES (e-11)
7)WnG:ASCE 7-OS',90mph;TCDL=6.Opsf,BCDL=6.Opsf',h=25ft;CaL II;Ezp B;enclosetl;MWFRS(low-rise)gable end zone antl GC
Exterior(2)zone;cantilever lefl and right ezposetl;end vertical left and right exposeQPC for memGers antl Porces 8 MWFRS for
reactions shown;Lumber DOL=1.60 plate gtip DOL=1.60
2)Thls truss has 6een tlesignetl for a 1�.0 psf bottom chord live load nonwncurrent with any oNer live IoaOS.
3)Reter ro girder(s)for truss ro truss connections.
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib upli/t at joint(s)5,2,
5)T�is tmss is designetl�in acwrdance with the 20061ntemational,Residential Code sections R502.11.1 and R802.102 antl referencetl
stantlartl ANSI/TPI 1.
6)Hanger(s)or other mnnection tlevice(s)shall be provitled suffcient ro suppon concentrated load(s)79 Ib tlown antl 101b up at 2-4-t2
on bottom chord. The tlesignlselectian of such wnneclion tlevice(s)is the responsibiliry of.others.
7)In the LOAD CASE(5)seccion,loads applied to Ne(ace of the imss are notetl as front(F)or back(B).
8)1. Additional stabiliry bracing for tmss system,e.g.dia8onal or X-brecing,.is always required. See
9) BC511.
10)23.II is exvemely importaN lo pmpetly inslall temporary lateral resUaint antl diagonai bracing,in
11) accortlance with BCSI-B2 or using proprietary meNotls(e.g.S�abilizer,eta).
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tlellwry,eretlion,la�erel rostreinl anE tliagonal Eraung,wnsull NNSI?PI 1,DS&B9 and BC51(BuilOing Component Sefey Inlormalion�aveilable from CONSULT/NG ccc
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PROBUILD,MOORESVILLE,IN 4fi15B,Aamn Gartelt 1250 s pug]5 dOt 1 MiTek Indusinez,Inc. TFU Feb 41 10 4835 2o13 Page 1
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LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/tleFl L/tl PLATES GRIP
TCLL 20.� Plates Inaease 1.15 TC OA5 Vetl(LL) -0.09 2-5 >803 240 MT20 197/144
TCDL 10.0 Lumberincrease 1.t5 BC 029 Vert(TL) -023 2-5 >321 180
BCLL 0.0 Rep Stress Incr Ves WB 0,00 Horz(TL) 0 00 5 n/a n/a
BCDL 70.0 CodeIRC2006/TPI2002 (Macriz) WeighC281b F7=20%
LUMBER BRACING
TOP�CHOR� 2 X 4 SPF No2 TOP CHORD Stfucturel wood shealhing directly applied or 6-0-0 oc pudins, exwpt
BOT CHORD 2 X 4 SPF No2 end verticals.
WEBS 2 X 3 SPF No2 BOT CHORD Rigid ceiling tlireclly applietl or�0-0-0 oc bracing.
SLIDER Lefl 2 X 6 SPF No2 3-10-14
REACTIONS Qb/siie) 5=247/Mechanical,2=316/03-e (mia�-1-8)
Mav Ho22yt46(LC 5)
Max�UpliR5=48(LC e),2=27(LC B)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NO7ES (6-9)
t)Wmtl:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6�.Opsf;h=25ft;Cat II;Exp 8;enclosed;MWFRS Qow-rise)gable end zone antl C-C
Extenor(2)zone;canlilever lefl and right exposed;end vertical left antl right exposetl;GC for members and forces 8 MWFRS for
reactions shown',Wmber OO1=1.60 plate grip DOL=1.60 �
2)This�mss has been tlesigned for a�10.0 psf�ottom chord live loatl nonconwrren�with any other live loatls.
3)Refer�o girder(s)(or lruss ro Imss wnnections.
4)Provide mechanical connection(by�others)of tmss to bearing plate capable of withstandin9�00 Ib uplift at joint(s)5,2.
5)This truss is designed in accordance with the 20�6 Intemational Residential Code sections R50211.1 And R802.102 antl referencetl
standard ANSI/TPI L �
6)1. Adtlitional stability bracin9 for truss sys�em,e.g.diagonal or X-brecing„is always required. See
7) BCSIi.
�6J 23.)l is extseme{y impohant to propetly install temporaryJateral resir3ml and diagonal brecing,in
9) accordance with BCSI-82 or using proprielary�me�hotls(e.g.Stabilize�,etc.).
LOAD CASE(S) Slandartl
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1662d�I3
B13303995 M09 ManopilNT�uss �9 � I
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PROBIIIL�,MOORESVILLE,IN 46t 58,Aaron GarreV �.)250 s Aug 25 Y011 MiTak Intlus�nes,Inc. TM1U Feb 21 10:49�561Ot3 Page 1
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LOADING(ps� SPACING &�-0 CSI DEFL in (loc) I/deFl L/d PLATES GRIP
TCLL 20.0 Plateslnaease t15 TC 0.31 Vert(LL) -0.05 2-5 >999 24� MT20 �97/144
TCDL 10D Wmberincrease 1.15 BC 02� VeA(TL) -0.12 2-5 >540 180
BCLL 0.0 Rep Stress Incr Yes WB 0.00 Horz(TL) 0.00 5 n/a n/a
BCDL 10.0 CodeIRC2006/TPI20�2 (Ma[rix) - WeighC241b FT=20%
LUMBER BRACING
TOP CHORD 2 X 4 SPF No2 TOP CHORD Stmcturel wootl sheathing directly applied or 5-4-12 oc purlins, except
BOT CHORD 2 X 4 SPF No2 end verticals.
WEBS 2 X 3 SPF No2 BOT CHORD Rigid ceiling direclly applied or 10-0-0 oc bfacing.
SLIDER Left 2 X 6 SPF No.2 3-3-10
REACTIONS Qb/sizej 5=206/Mechanical,2=277/038 (min.0-LB)
Max Horz2=�26(LC 5) �
Max UplikS=-41(LC 6),2=-27(LC 6)
FORCES (Ib)-M�..Comp./Max.Ten.-All forces 250(Ib)or less�excep�when shown.
NOTES (6-9)
1)Wind:ASCE 7-OQ 90mptr,TCDL=6.Opsf;BCDl=6.Opsf;h=25k�,CaUI;fxp B;enclosed;MWFRS(low-rise)gable e�d zone antl GC
Ea2enof(2)zone{wMilever lefl aotl fighl exposed;end vertiwl left and right exposed;GC for members antl forces 8 MWFRS for
reactions shown;Wmber DOL=1.60 plate grip DOL=1.60
2)This tmss has 6een tlesignetl for a 10.0 psf hottom chord live load nonwnwrrent with any other live loatls.
3)Refer lo gfrtler(s)for tmss to tmss connec[ions.
4)ProviGe mechanical cbnnection(6y others)of truss to bearing pla�e capable of withslanding 100 Ib upliR at joint(s)5,2.
5)This truss is designed in accordance withlhe 20061ntemational Resitlential Code seIXions R50211.1 and R802.102 and referenced
standard ANSI/TPI�.
6)1. Adtlitional stability brecing for truss system,'e.g,tliagonal or X-bracing,is always requiretl. See
7) BCSI7.
e)23.It is eKlremely important lo propedy�install temporary laterel restraint antl diagonal bracing,in
9) accortlance wilh.BCSI-82 or using proprietary methotls(e.g.StaGlizer,eic.).
LOADCASE(S) Standard
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February 22,2013
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I��o �NMT kcon t plale ly Th tl :B b tl IV Po Fa � h tl f ' d tl IL 10 g p tAppl Oln �
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stM1erespons011yolt�ebulEmgtlasgnerorownerofih 1 zses PorgenealguEanwregard gtlesgnrespons011 s fabnwton.q Iry t I sm�age,
tlelivery,eiedion,lateal resimin�anE tlia0onal Eracing;ransuX ANSIRPI l,DSB-89 antl BC51(BUilUing Componen�Satery Inbrmation)available fmm CONSULT/NG uc
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LOADING IPS� SPACING 2-0-0 CSI DEFL in (loc) I/tleFl L/tl PLATES GRIP
TCLI 20D Plates Inaease 1.15 TC 036 Vert(LL) -0.O6 2-4 >Bg9 240 MT20 197/144
7CDL tOD Wmberincrease 1.15 BC 024 Vert(TL) -O.t6 2-4 >430 180
BCLL � 0.0 Rep SUess Incr Ves WB 0.00 Horz(TL) 0.00 4 n/a n/a
BCDL 10,0 CotleIRC2006/TPI2002 (Matrix) Weipht: 171b FT=20%
LUMBER � BRACING
TOP CHORD 2 X 4SPF No2 TOP CHORD Stmctural wood sheathing directly applietl or 5-11-8 oc purlins, eicept
BOT CHOR� 2 X 4 SPF No2 entl verticals.
WEBS 2 X 3 SPF No2 BOT CHORD Rigid ceiling directly applied or�0-OA oc bracing.
REACTIONS (Ib/size) 4=22VMechanical,2=304/03-8 (min.0-1-e)
Ma<Horz2=75(LC 5)
Max Uplifl4=-22(LC 6),2=-53(LC 4)
FORCES Qb)-Max.Comp.lMaz.Ten.-All forces 250(Ib)or less except when shown.
NOTES �s_g�
1)Wind:ASCE 1-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft',Cat II;Exp B;enUOSed;MWFRS(low-rise)gable end zone and GC
Ezfenoq2)zone;cantilever lek and right exposed;end verticalJefl and right exposetl;GC for members and forces 8 MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1 fi0
2)This Uuss has been tlesigned foca.10.0 psf bottom chord live load nonwncurren�wilh any other live loatls.
3)Refer ro girtler(s)for truss to tmss wnnections.
4)Provide mechanical rqnnection(by others)of imss to bearing plate capable of wilhstanding 100 Ib upliR a�joint(s?4,2.
5)This truss is tlesigned in accor0ance with the 7006 lnlernational Residenlial Cotle sections R502.11.1 antl R802.102 and referenced
standard ANSI/TPI-1.
fi)1. Additional stabiliry bracing(or tmss system,e.g.tliagonal or X-0racing,is always required. See
7) BCSI�.
e)23.II is e�iremely important to propedy in5�al6temporery lateral res�reint and diagonal bracing,in
9) accordance with BC51-B2 or using prop�ietary methotls(e.g.Stabilizer,etcJ.
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February 22,2013
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tlg I��aaglonre5lablrytl�ng n5� ct � IFrep blry�flM1 �II AtltlY Ip ibltling �Ely� � Boit� II �-qre
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tleli�ery,eredion.la�eml resirein�anG diagonal�racing.wnsullAN51(iPl 1,0.5B-09 anG BC51(BUilding Componenl SafeN���ormation)availa0le hom
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Plate Offsets.(X,V):_[e'0.5_4,0-2-8],_[9:0=4_12,0-2-0j
LOADING(ps� SPACING 2-0-0 CSI DEFL in Qoc) VtleFl L/d PLATES GRIP
TCLL 20.0 Pla�es lncrease 1.15 TC 072 Vert(LL) -0.17 18-20 >999 24D MT20 1971144
TCDL 10.0 Lumber Increase 1.15 BC 0.60 Vert(TL) -052 18-20 >958 180
BCLL 0.0 RepSiress Incr Ves WH 0.60 Hoa(TL) 0.15 13 n/a n/a
BCDL 100 CodeIRC2006/TPI2002 (Matriz) Weight:2371b FT=20%
LUMBER BRACING
TOP CHORD 2 X 4 SPF No2 TOP CHORD Stmctural wood sheathing directly applied or 2-2-0 oc pudins,except
BOT CHOR� 2%4 SPF�NO2 2-0-0 oc purlins(3-9-12 max.):e-9.
WEBS 2 X 3 SPF No.YExcepP BOT CHORD Rigid ceiling tlirectly appiietl or�0-0-0 oc braang.
W4,W5,W6,VJ7:2�X 4 SP'No.2 WEBS i Row at midpt 6-te,7-18,8-18,&17,71-17
SLIDER Left 2%6 SPFNO.2 3-9-11,Right 2 X 6SPF No2 4-9-12
REACTIONS (Ib/size) 2=1737/0-3-8 (min.0-2-12),13=1737/0-3-8 (min.0-2-12)
Max Hoa2=-294(LC 4)
Max Upli/p=93(LCB), 13=-121(LC 7)
FORCES Qb)-Mau.Comp/Max.Ten.-All forces 250 Qb)or less ezcept when shown.
TOP CHORD 23=-2435/173,3-4=-2320/199,4-5=-2091/207,.5-fi=-2030/242,6-7=-1649/277,
7-8=-1931/344.8-9=-1530/272.9-10=-1832/2fi5,1041=-1945/220, 11-12=-2296I207,
12-13=-2419/175 '
BOT CH012D 2-21=-111/1847,20.21=-11 V1847,.19-20=18/1889.18=t9=4811889.1748=01i612,
i6-07=-55/1851�, 15-16=-55/1851, 1345=-55/iB51
WEBS 6-20=0l404,6-18=-599/153,7-18=-244/1643,848=-1052/246,8-17=-260/106,
�9-17=0/582,V-17=-434/�54,.11-15=0/308
NOTES (e-L1)
1)Unbalancetl roof live loatls havebeen considered for ihis desiga.
2)Wnd:ASCE 7-05;�90mph',TCOL=6.OpsF;BCDL=6.Opsf;h=25ft;Cat II;Exp B;.enclosetl;MVJFRS pow-rise)gable entl zone and GC
�Exlenoq2)zone',cantilever lek antl right exposed;enE vertical lefi and right exposed;GC for members and forces 8 MWFRS for
reactionsshowq Wmber,DOL=�fi0��,plategripDOL=��.60 �
3)Provitleadequate Gramage to prevent water ponding.
4)This Imss has been�designetl for a�0 0 psf bottom chortl Irveload nonconwrrent with any other live loads.
5)Pmvitle mechanical connection(tiy others)of imss�to bearing�plale�capable of withslanding 100 Ib uplift atjoint(s)2 except Qt=16)
13=121 � .
6)This tsuss is designetl in accordance wd�the 200fi Intemalional Resitlential Code sectionsR502:1 t.t antl R802.1�2 and reterenced
stantlard ANSI/TP�i. \��� �OSEPH p ��0�
.
7)Graphical purlin representation does nol depict the size or the orlentation of ihe purlin along lhe top and/or bottom chord. � a '�ST�•.� -}���il
8)1. Additional slatiiliry bracmg for truss system,e.g:tliagonal or X-brecing,is always required. See ��yP;�t4G Fj�O�� !
9) BCSIi. � Q';' =9 �
10)23.It is extremely importantlo properly install�emporary lateral restraint antl tliagonal 6racing,in = : PE-����2220 : =
11) accortlance with BC51-B2 or using proprietary�metBods(e.g.Stabilirer,e�c.). = C
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February 22,2013
� WARNING v rya e v � n a � o m r o s� o y a�ucooda� sn n oan�em osa
iat �nmrk � pii oryrn dse e aory p pa � n a i ' a aaie m q p tnppicatirry �
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G 8 � s�� tl E Iweb ticM1 E b�� reb p�� - b kl' g ty It k Id B � tilryb g AEET alt p ryre t "nV
4 go alb gto res�ablrytlun B � n - �h P Ely�(iM1 1 II .Adtll n Ip IE la g t blryp ' gMl� II l��qure
s0eresponstilryoflM1eEUlEngtlesig roll�et ssesFOrgenerlBudanreregaN'ngtlezgnresponspll ,labnraGOqa Iy bol,stoiage,
delivery,erection,lateral mslraint antl dlagonal pracing w^suM AN51?PI 1;0.59-89 anE BC51(Builtling Componem Salery Information)eaailable from
s9ca a�w+�w.seum�s�ry mm. - C��UL�NG LLC
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_Plate Offsets_(X,Y):_[6:0-6-0,0.1_8],[8:0_fi;0,0-1-e]
LOADING(ps� SPACING 2-0-0 C51 DEPL in poc) Utlefl UE PLA7ES GRIP
TCLL 20.0 Plates Increase 1.15 TC 0.67 Vetl(LL) -0.12 18-20 >999 240 MT20 197/�44
TCDL 10.0 Lumberincrease 1-15 � BC 0.58 Vert(TL) -0.3818-20 >999 180 MTiBH �97/14q
BCLL OA Rep Stress Incr Ves WB 0:46 Hoa(TL) O.t5 12 n/a n/a
BCflL 50.0 Code IRC2006RPI2002 (Matrix) Weighl 230 IC FT=20%
LUMBER BRACING
TOP CHORD 2 X 4 SPF No2 TOP CHORD Stmclural wood sheathing direclly applied or 2-2-0 oc pudins,except
BOT CHORD 2 X 4 SPF No2 2-0-0 oc pudins(3-9-2 max.):6-8.
WEBS 2 X 4 SP No2'ExcepC BOT CHORD Rigid ceiling tlirectly applied or 10-0-0 oc bracing.
W1,W2:2 X 3 SPF No.2 WEBS 1 Row al midpt 4-18,7-17, 10-16
SLIOER Left2X6SPFNo24-9-12,RigM2X6SPFNa24-9-72
REACTIONS (Ib/size) 2=1737/0-3-8 (min.0-2-12),12=1737/0-&e (min.0.2-12)
Max Horz2=254(LC 4)
Max UpIif12=83(LC e),12=-83(LC�
FORLES Qb)-Max.Comp/Max.Ten.-All forces 250.(Ib)or less except when shown,
TOP CHORD 2-3=2419/184,3-0=-2296/216,4-5=-1946/228,5-6=-1830/274,6-7=-1fi12/284,
7-8=-1612l284.&9=-18301274.9-10=-1946I228,�0-1t=-229612t6,iL12=-2A19/1B4
BOT CHOR� 2-20=-710/1851, t&20=-110/1851,18-t9=1t0/1851,1748=-63/1526,16-17=0/1526,
15-16=-631185'1,14-15=-63/1851, 12-14=-63/1851
WEBS 4-20=0/304;4-18=-431/162,648=-13/470,6-17=-176/347,7-17=-286/156,
&17=-176/347,.8-16=-13/470,1046=-431/t62,�0-14=�/304
NOTES (8-12)
1)Unbalanced roof live loads have been considered for this design.
2)Wintl'.ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Ops(h=25k;Cat:II;Exp 8;enclosed;MWFRS Qow-rise)9able entl zone and GC
EMerior(2)zone;cantilever lek and right expasetl;entl vertical lett and right exposeQPC for members and forces B�MWFftS fo�
reactions shown;Lumber DOL=1.60,plate,grip DOL=t60
3)Provide atlequate d�ainage to prevenl water ponding.
4)All plates a�e MT20 plates unless otFierv)ise intlicated.
5)This tmss has been'tlesigned(or a�d0 0 psf botlom chord live loatl nonconwrrent with any other live loatls.
6)Provitle mechanicai connec[ion(by others)ot:truss to bear�ng ptate capablebf withstanding 10016 uplitl atjoint(s)2,12.
7)This truss is designed m accortlance w�th the 2006'IntemaGonal Resideatiai Cotle sections R502.11.1 antl R802.1Q2 and referencetl
standartlAN51RP11. ��� �gEP'y ����
8)Graphical pudm representation does not depict ihe sme or ihe orientalion of the pudin along the topantl/or botlom chord. `�J� �� �i�
9)1. Atltlihonal stability bracing fortrussBystem,e.gdiagonal or.X-bracing,is always required. See '� p.a_ 'GiSTF�'�.�"rj.���
io) ecsn. �> :P0 RFa:,co �
'11)23.It is extremely impohant to propedy install temporary lateral restraint and diagonal bracing,in � Q: S 9 �,�.
12) accoraance with BCSI-B2 or.using proprie�ary methotls(e.g.Stabilizer,elc.). = PE-1 l�72220 �
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ry,erection,lalerel restrainl antl tliagonal bracing,wnsN�ANSI?PI i,059-89 ana BC51(BUilding Componenl5efery Intortnation)availaGle fmm CONSULDNG��c
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Jab iiruss TmssType `Ipiy Ply ATWqTER
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fi.9-10 F],2 �,612 � ]84 ' 57.-2 ' 6410
Plate_Oflsets_(X,Y):_Ifi:0=4-72,0.2.p]..I8;0_4-12.0-2-�j
LOADING(ps� SPACING 2-0-0 CSI DEFL in Qoc) I/tleFl Utl PLATES GRIP
TCLL 20.0 Plateslnvease 1.15 TC 070 Vert(LL) -0.12 i6 >999 240 MT20 1g7/144
TCDL 10.0 Lumberincrease 1.15 BC 0.59 Vert(TL) -0.3fi14-�6 >999. 180
BCLL 0 0 Rep S�ress Incr Ves WB 0 45 Horz(TL) 0.15 12 n/a n/a
BGDL 10A CodeIRC2006/TPI2002 (Malria) Weight: 19816 FT=20%
LUMBER BRACING
TOP CHORD 2�X 4 SPF No2 TOP-0HORD Siructural wood sheathing directly applietl or 2-2-0 oc pUtlins,except
BOT CHORD 2%�4 SPF No2 p-0-0 oc pudins(3-1 D-7 max.):6-6.
WEBS 2 X 3 SPF No.2'ExcepP BOT CHORD Rigid ceiling directly applietl or 10-0-0 oc brecing.
W4:2 X 4 SP No2 WEBS 1 Row at mitlpt 4-18.7-i6, 10-14
SLIDER Lefl2X65PFNo24-2-9,Right2X6SPFNo24-2-9 �
REACTIONS (Ib/size) 2=1737/0-3-8 (mim.0-2-12),12=1676/0-3-e (min.62-10)
Max Horz2=223(LC 5)
Max Uplift2=74(LC fi),12=-43(LC 7)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 Qb)or less ezcept when shown.
TOP CHORD 2-3=-244V�92,3-4=-2315/227,4-5=-2a47/233,5-6=-1958(273,6-7=-18631293,
7-8=-1863/293,8-9=1959/273.9-10=-2048/234,'10-11=-2318/223.iL12=-2445/193
BOT CHORD 2-19=-154/1852, 18-19=-154/1852,17-16=-120/1631,16-17=-120/1631, 15-16=0/1632,
14-15=�/1632,1344=-80/1857, 72-13=-80/'1857
WEBS 4-18=299/143.6-18=-1/423;�6-16=-174/502.7-16=458/208,8-16=-174/501.
8-14=-2/424,10-14=-304/146
NOTES (8-11)
i)Unbalanced mof live loads have been consideretl for this design.
2)Wntl:ASCE 7-05;90mph;TCDL=6 Opsf;BCDL=6.Opsf;h=25ft;Cat II;Exp 8;enclosetl;MVJFRS(low-rise)gable end zone and��C-C
E*terior(2)zone;cantilever lek and right exposetl;end vertical.lefl antl right exposeQGC for members antl forces 8 MWFRS for
reactionsshown',LumbecDOL=1.60 plate�grip DOL=1.60
3)Provide atlequale drainage to prevent water ponding.
4)This truss has�been tlesigned.for a 10.Opsf botlom chord live loatl�nonconcurrent with any other liveloads.
5)Pmvide mechanicai connechon�(by others)of Iruss lo beanng piate capable of.withstantling t001b uplift atjoint(s)2, 12.
6)This imss is designetl in accortlance with the 2006 Intemational Residential Code sections R502.1 i.i and R802.10.2 antl referencetl
standartlAN51/TPI1. � �
7)Graphical pudm representaGOn tloes not depict the s¢e or the orientation of the pudin along the top antl/or boltom chord. p � 4�
9) � BCSI1�nal statiiliry braang focimss.system,e.g.tliagonal orX-0racing,is always required. See \`\�,�a �pSEPM �+`,'
10 23.It is extremel im ohant to m ed insta0 tem ora lateral restraint and di g, � p • 'G�STEq�. T�i
) y' p p p y p ry � agonalbraan in � > �Q� FQt.� �
11) accordance witRBC51-82 or using pmprietary me�hods(eg.Stabilizer,etc.). : Q C .'9�
- ; PE-11012220 ; �
LOAD CASE(S) Standartl � �
' '� �� STATE OP :°? ;
g9 �; w �
%��.eF:!NO�o.N*•'��a�'+�:
i���/'S`S'O',VA 1,ENG`���
February 22,2013
� WARNING V TyJ g p t s d E � �.� �� Tm Oeg D g tl' GtlEOJft( n S�el(e 0}��)pf seDey
Itl( 'NMT¢k l plate5 N T� 4 59n ba d ly p p 1 M1 tl t � J' tl IU Itlng mp �Appl Ely �
ttl g pa ete a tlp p Po t fIM1 mp nt � p nsblty Ib lU gtlesg t !tM1 t J I lle L 1 I- 1 ' 1
tl gna�os�� ntl E I �banECM1 E Eesarcl p o Ed18 ly If�b Idg Itilryb BAdtlt -alt p ryre� -V
tl go aIG2tl gto sue �blryEUn gco � ct ' t� e p 'tilly fIM1 � Ile Adtll n Ip ib Id g t Elryb �ng /iM1 II 1 aure
zlM1eresponstilryoflhebvldng0ezgnerorownerol�heWSSesFOrgeneralgutlanceregardingtlesgnresponiEllesfa0nralon,q Iyconiml,stoage;
Gelivery,ereclion,la�eal restain�antl Eiagonal bracing,wnsuhAN51?PI i,OSB-89 and BC51(9uiltling Componenl Safety In�oima�ion)available tmm CONSULT/NG uc
secn a�w..w.:e�ma�:vy.o�
Job� ITruss TrussType Qry� Ply AiwnTER
164240i0
B13303995 • To1C HlpTmss �� �
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PftOBWLD,MOORESVILLE,IN J6158,Aamn Gartelt J 250 s Aug 253011 MiTek Intlos�nes,Inc TM1U Feb Y1 10:<991 2013 Page 1
�� ID:C11zmV n�zz%gv?5MksOWezwQJp-kPEbUP9aiNUgG4ukLF4h5f_bvA9P9%3 mv09Gzix�O
-1-�1 5-9-10 11-4-02 P-9-4 2L1-02 30-6-4 36-1L 01-ii-0 ��-0
1-60 59-00 � 5.].2 6.4"8 6.C.B— 6<-g.. 5-J-2 � 5.9-ID —I
Srale=1']4 2
Sx6 i 3x6 =
3x0= 3x4 = �6 .�
5 g
- r. =]_"_,`.�-"_a'—��_:.—t�8 =t
l� .,ii /t�\ .� —l'�o
8.00 � ���� � >.�\ _
� �� �� �� �� ��� ���
3z4 /j �. ��
% �� �, �� .VA 3x4 '
a / �� '� / ��� =.. ia
w: a.s � `a� i;' \�� �/ \�\, / a,s< w
a�5 a.,y �V // �` � V. - �t a.5 '
z i "� \\\ /% \ i� �� �� �
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t5x4 II 3� = 3.b= 3x4 = 3x8 = 3x8= 1.5x4 li
�8-S� 1&5-0
�_5 9g0_ itA42 26N-0 30.64 i_3fi 16 � 41 11_0
5;410 ' S].2.�—9a 12 I '
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. .9692 5_]_2 5;9-W�
Pla�e OHseLS_(X,V):_[S;Oc3_4,0-2_4J,_[9:�-3_4,0-2_4]
LOADING(pstJ SPACING 2-0-0 CSI DEFL in (loc) I/tleFl Lld PLATES GRIP
TCLL 20.0 Plateslncrease t15 TC 0.54 Vert(LL) -0.1914-i6 >999 240 MT20 197/�44
TCDL 10.0 Lumberincrease 1.15 BC 0.60 Vetl(TL) -0,5814-i6� >B66 180
BCLL 0.� Rep SUess Incr Ves WB� 035 Horz(TL) 0:17 12 n/a n/a
BCDL 10A Cotle.IRC200filTP12002 (Malrix) ' Weight1911b FT=20%
LUMBER BRACING
TOP CHORD 2 X 4 SPF No2 TOP CHORD Structural wood sheathing tlirectly applied or 2-6-14 oc pudins,except
BOT CHORD 2 X 4 SPF No2 2-0-0 oc purfins(3-B-13 max.):5A.
WEBS 2 X3 SPF No2'ExcepR� BOT CHORD Rigid ceiling direc0yapplied or 10-0-0 oc bracing.
W4:2 X 4 SP No2 WEBS 1 Row at midpt 6-18,7-�4
SLIDER Lek2x6SPFNo23-7-S,RigM2X65PFNo23-0-5
REACTIONS (Iti/size) 12=167fi/0-3-8 (min.0-2-�0),2=1737/0-3-e (min.0-2-12)
Max Horz2=192(LC 5)
Max Uplitli2=-32(LC 7),2=-fi4(LC 6)
FORCES pb)-Max.Comp./Max.Ten:-All forces 250(Ib)or less excep�whenshown.
TOP CHORD 23=2430/200,3-4=-2320/225,4-5=-21t9/266,5-6=-1729/261,6-7=-2�24286,
7-8=1730(262,8-9=-173112fi2.310=-2�2V267.10-17=-2325I228,�L12=-2434/202
BOT CHORD 2-19=-193/1840,18-19=-193/1840, 17-18=-198/2086,i6-17=198/2086,15-16=-158/2086,
14-15=-158/2086,13-14=-95/1846,12-13=-95/1846
WEBS 5-18=-24/738,6-18=-685/203,7-14=-684/203,9-14=-26/740
NOTES (e-11)
1)Unbalanced mof live loads have been considered for this design.
2)Wind:ASCE 7-0Q 90mph;iCDL=6.Ops1;BCDL=6.�psf;h=25R;CaLll;Exp B;enclosed;MWFRS Qow-rise)9able end zone antl GC
E#erior(2)zone',cantilever lefl and right exposed;end vertical left and righl exposed;FC for members and forces&MWFRS for
reactions shown',Lumber DOL=1.60 plate grip DOL=E60
3)Provide adequate draina9e to prevent water ponding.
4)This imss has been designed for a 10.0 psf bottom chorG live loatl nonconcurrent wi�h any other live loatls.
5)Provide mechanical connection(by others)"of tmss to 6eanng plate capable of withstanding�OO lb uplik atjoint(s)12,2.
6)This truss is designed in accortlance with the 2006 International Residential Code sections R502.11.1 antl�R802.102 and referenced
sfanderd ANSI/TPI t �
7)Grephical purlin representation does not tlepict lhe size or the orienta�io�of the pudin along the fop antllor bottom chord. � ��
e)1. Atlditional stabiliry bracing(or truss sys�em,e.g.diagonal or X-bracin9,is always required. See `�� �� ij
s) BC511. `\�J �OSE H � /i��!
10)23.It is extremely important to pmperly install temporary lateral restraint and diagonal bracing,in � Q.a i'G�STF°+�"�j.%
11) accortlance wilh BC51-B2 or using pmprietary melhotls(e.g Stabilizer,etc.). J`-\ �QE '9(�Q•� ��
�?. .9'
LOADCASE�S) Standard = ;• Pf-11�7222� •? =
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February 22,2013
� wn4Nwc v ryn a o i : a a � m r o e o g a� uaeeo�ar sn �� oai�)eero .o y
iar e tnmrek � pia� y rn e ,q e a y po p � n n r r - a a ie ia q p t.nppr ery �
ttl B P �en tlp p ' ry 1 fiM1 p 1 p 'blty �G Itl gJ ig /1� 1 a� t Ile L t I e� �
d gnat M1 nin0 E �I � � 4cM1wEm b r aet p �� 'o b ckl g ly, olfrb Id�g 1 Ulryb B�Atldl al� p ry t bV
tl I�2ung�o u stablrytlun g Wp �iM1 esponsbly tIM1 n I Ile AEdI n Ip �E'Id g 1 qlryb g Ith II t cYUre
s�� p 9�Iryolih Y I�ngtlesg e n rotl�et szes Forgene�alg 0 nceregaNi gC 58 0 i�ll f b rsl q IIY � L � eAe� I
d I ry e eR on,I t al resirz nt an�E agonal Lraong,�m sult NNSIRPI 1,�SB B9 antl BC51(Bu Iti ng Componem Safety Intarmal on)ava lable from CONSULTING uc
secn �w,�...soci a sW�m.
Job ITivss Truss Type aty rIPly ni4vqiER
' ' � I � b R f e(op�ional) I6a2ao]9
8133W995 ITO1D HipTmss � �
PR09IlIL�,MOORESVILLE,IN 46158,Aarvn Gerrett ]250�s Nug 25]011 MiTeh Intluslnes Inc Thu Feb 21104403 Y013 Paqe 1
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-Y� 4.9-10 9-0-02 I 11-0-it 34-9.5 I 33-64� 3].1-6 41-01-0 � I �
Lap d.9-10 ' 9-]-2 ]-B-15 ]-0-11 ]-845 ' 4. -- '
zz a-s-io
Scate=1942
iSx4 II
5x8% 3x8= 3x6=
5 _ 6 � g 9 6xB`�
.,���°' � �- C_�.::—i_ '�—..
BDO� j- j\ � � �i��
i/ � �
15xA J �j �/ � .
� t5x9
4 � �i ��� 10
0rt � i��A ,��� �� � 4x6�
. g i� �\ /i .i
// � % 1�
. �
�2 i j � � . � i� � 'f�.` t2
�1v,�—I � / ��. �._�/ . i J� \j\'�{ �I�
d �� � �� '� � �-'
Bx10 II �B �� 16 15 14 13 Bx10 II �
3x8— 3xfi = �Sx0 I I 4xB= 3x6 = 3x4°
18-SO
1b5-0
� &4_t2 � 4_191 20.95 32-6-0 dt-0t-0 _
9af2 ]_e_15 � ]_]_1t ]-8_15 9�4-4
Plate Offsets_(X,Y):_[5;0_4-1?0-2,0],_[9:0.4-t2,0-2_0]
LOADING(ps� SPACING 2-0-0 CSI DEFL in Qoc) I/deFl L/tl PIATES GRIP
TCLL 200 Platesincrease 1.15 TC 0.49 Vert(LL) -0.1715-i6 >999 240 MT20 197/144
TCDL 70.0 Lumberincrease 7.15 BC 0.57 Vert(TL) -0.5115-i6 >990 18�
BCLL 0.0 Rep'Stress Incr Ves WB 0.95 Hoa(TL) 0.18 12 Na n!a
BCOI 100 CotleiRC2006lTPp002 (Mairix) Weighti681b FT=20%
LUMBER BRACING
TOP CHORD 2 x 4 SPF No2 TOP CHORD Stmctural wood sheathing directly applied or&9-1 oc purlins,except
BOT CHORD 2 X 4 SPF No.2 2-0-0 oc purlins(3-1-2 max.):5-9.
VvEBS 2 X 3 SPF No2 BOT CHORD Rigid ceiling tlireclly�applied or 10-0-0 oc bracing.
SLI�ER Lett 2 X fi SPF Na2 3-03,Right 2 X 6 SPF No2 3-0-3 WEBS �T Rav at midpt 6-18,fi-15
REACTIONS (Ib/size) 12=167fi/0-3-8 (min.0-2-10),2=1737/0-3-8 (min.0-2-12p
Max Hoa2=161(LC 5)
Max Uplikl2=-73(LCA),2=-�6(LC 5)
FORCES (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when.shown.
TOP CHORD 2-3=-2385/221,3-4=-2291251,45=-2201/257,5-6=de23/253,6-7=-2496/323,
7-8=-2495/323,8-9=-24W/323,9-10=-2205/259,10-11=-2297/254. 11-12=-2390/224
BOT CHORD 2-18=-235l1796,17-18=-283l2495,tS17=28312495.�5-16=-2H�I2495,S4-t5=8111 81 6.
1314=-81/1818.72-13=118/1804 . .
VJEBS 5-t8=-10/764,6-18=-981/216,fi-16=0/297,8-15=-068/796,9-15=216/986,9-13=0/305
NOTES (8-11)
1)Unbalanced�roof live loads have been considered for this tlesign.
2)Wnd'.ASCE 7-05;90mphj TC�L=fi Opsf;BCDL=6.Opsf;h=25ft;Cat II;Ezp B;enclosetl;,MWFRS(low-rise)gable end zone and GC
Eakerior(2)zone;cantilever lefl and right enposed;entl vertical lefl antl right exposed;GC for members antl forces 8 MN/PRS tor
rea�tlons shown;Lumber DOL=7�.60 plate grip DOL=1.60
37 Provide adequate drainage to prevent water ponding:
4)This tmss has been designed for a 10A�psf bottom chortl live load nonconcurrent with any.other live loatls.
5)Provitle mechanical wnnection(by olhers)of buss to bearing plate�capable of withstanding 1001b uplift aljoint(s)12,2.
6)This tmss is designetl�in:accortlance with the 20061nterna�onal ResiCential Cotle sections R502:11.7 and ft802.102 antl referenced
stantlard ANSI/TP61:
7)Graphical purlin representation does nol depict the srzebr the orientatlon oEl�e pudin along the lop antl/or bottom chord.
8)1. Additmnal stability bracing fo�Iruss sys�em,e.g:diagonal or X-0raci�g,is always requiretl. See
9 BCSI1 ' ��16'� /q�
10)23:It is extremely important to pmperly mstal6temporary lateral restrainl and diagonal bracing,in \�+�`"apSEPh ����i,�f
11) accortlance with BCSI-B2 or using proprietary methods(e.g.Stabilizer,etcJ. `��Q.�:�G\STE��.,��'�'�J��%
LOAD CASE�S) Slantlard �Q? P �t�9 II
— ; ve-noi222o ; =
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February 22,2013
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e5p9,Pa��o tldPE I� h� tlrliMm fi.v � p 'bitO�l'I9 9ty �it21d Biblryb 9 /tldl1nalt Lp ry 'tan'U
tlaAOnalb glosueslblrytlunqm � N �Vie� po EIy ��M1e tll AtlJlnipe tb 'IdgtblyEicinB �U II-tutture
zl�erespon5tiliryolNeGUIEngGesignerorpwnerot��eWSSes Forgenerel8utlanmregartlmgtlesgnresponsblt f� caloqa ItY V l s�orage,
tlelivery;ereition,laleral rezlreint anE tliagdnal Eracing,wnsuttAN51?PI 1;OSB-89 anE BC51(9uiltlin9 Component Salery Gforiiulion)available hom CONSULi/NG uc
6BCA d�w�w�sbclMUZUy.ca
Job • Truss -TrussType pry pty qiwnrEa
I6C244B0
BiJ30J995 T01E Hip Tmss I� �
J b R f (optional)
PROBl11LD,MOORESVILLE,IN 46158,Aamn Ga�rell )250-s Aug P5 201 t MiTek Indus�nes,Inc T�u Feb 21 10'C9�.04 2013 PaOe 1
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1-0-0 J 442 .F9- �' I "-
6� 6-9-6 � 6-9�6 69S ]-<44
Scale=1]4.3
5x6=
3x4 = 3s4 ° 3x6 = 3x4=
5x6 =
� B.00 12 � M cr 5 r—o o �f—.r —� � � � _
/��� � � ;=ti�
// � /_: � 1 � �v�
Ax6 �;. /I� � �� � 4�8
a e 3 J �� \� f' �� �� . � �o
/i�/� j�i �\\ /,`i ��. /� \.; \ �\,\ axs �
� � �� it
��//r� - � /� �.� �:.�� '.� .�
o��" s. ``' �—� - �`- ��� �,f
Bx10 II p 18 16 14 13 12 Gkl� II �
4x6 = 3x�6MT�8H= 3x4 - 4x6 °
3x4 = 3x16 MT18H=
18-SO
18-5-�
�_]_4-02 � i6_5_9 � 255-12 � 34-F4 411Y0 �
�_4-13 9-0-8 9k8 9..
08 9412_
e�ate_offse;s_(x.r>;_[a�o,3-iz,o,z,oy[s:as-iz,o-z,o],.[12:o-z,9,o,z;o],.(1z:o.-z,a,o-z-oJ
LOADING(ps� SPACING 2-0-0 CSI OEFL in (loc) I/deFl L/d PLATES GRIP
TCLL 20.0 Plateslncrease 1.15 TG 0.88 Vert(LL) -0231a-15 >999 240 �MT20 797/144
TC�L 10,0 Lumberincrease� 1.15 BG 0.71 Vert(TL) -0.691445 >725 180 MT18H 197/144
BCLL 0.0 Rep Stress Inv Ves WB 0�,95 Hoa(TL) 022 11 n/a n/a
BCDL 10.0 Code IRC2006/TPI2002 (Matriz) � WeighC�ifii Ib FT=20%
LUMBER BRACING
TOP CHORD 2 X 4 SPF No2 TOP CHOR� StmcNral wood sheathin9 tlirectly applieQ eacept
80T CHOR� 2 X 4 SPF No2 2-0-0 oc purlins(2-11-15 max.):4-9.
VJEBS 2 X 3 SPF No2 BOT CHORD Rigid ceiling directty applied or 2-2-0 oc brecing.
SLIDER Lef[2 X fi SPF No 2 4-7-9,Right 2 X 6 SPF No2 4-7-9 WEBS 1 Row at midpt 5-17,8-12
REACTIONS (Ib/size) 11=167fi/03-8 (min.0-2-10),2=1737/0-3-8 (min.0-212)
Max Horz2=130(LC 5)
Mex UpIiPo1=-118(LC 4),2=422(LC 5)
FORCES (IbJ-Max.Comp./Max.Tert-,All forces 250_Qb)or less except when shavn.
TOP CHOR� 2-3=-2428/214,3-4=-2306/247,4-5=-1870/249„5-6=2989/350,6-7=-2990/350,
7-8=-2990/350,8-9=-1874/251.9-10=-2310/247.10-17=-2434/214
BOT CHORD 2-17=-246/1852,16-17=-386/2836, 15-16=386/2836, 14-15=-410/3748, 13-14=333/2838,
'I2-13=-333/2B3B,11-12=-117/1856
WE85 4-17=-73l1002,5-t7=-1335I288,5-15=01462,645=$791128,6-t4=-278/128,
8-'14=0/462,8-12=-1333/288,9-12=43/1001
NOTES (9-12)
i)Unbalanced roo/live loads have been considered�for this design.
2)Wnd:ASCE 7-05;90mpn;TCDL=6.Opst;BCDL=6.Opst;h=25R;Cat.II;ExpB;endosedj MWFRS Qow-rise)ga61e entl zone antl FC
Eztenor(2�zone;cantilever left and right exposed-;end vetlical lek and right exposed;GC for members and forces 8 MWFRS for
reactions shown;Lumber DOL=1.fi0 plate grip DOL 1.60
3)Pmvitle adequate drainage to prevent water ponding.
4)All.pla�es are MT20 plates unless olherwise.indicatetl.
5)This truss fias�been tlesigned for a t0.0�psf bottom chortl live loatl nonconwrrent with any othe�live loatls.
6)Provitle mechanical connection(by otheis)nf iruss to bearing plale rapable of withstantling 70016 uplift atjoint(s)ezcept Qt=16)�1=�18;
2=122.
7)This[russ isdesigned in accordance with the 200fiJntemational Residential Code sections R502.11.1 and R002.102 and referenced � ' 1! ��
stantlard ANSI/TPI 1. �
e)Grephical purlin representa0on does no�depict the size or the orientation of�he purlin alon9�he top and/or boltom chortl. \`� �pSEPW 0 G��
9)1. Atltlamnal stabili�y braang foi-truss sysiem,e.g.tliagonal or X-0racing,is always requiretl. See �� � '� F-r���
� P . '��S7E9�..
io) acsn. =?:`P`` `°o+.N`9%
11)23.It is extremely important�o pmperly install temporery lateral restfaint and diagonal breung,in � ' PE-1 IOI YTZO t �
12) accortlance with BC51-B2 or using proprietary methods(e.g.Stabilizer,etc.). — =
LOAD CASE�S) Stantlard
= �`- sra�oF �a =
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February 22,2013
� WARNING V fy0 B�P t s d a0 te �M1 T 0 9 � g tl- I tl J�JR ( 5� t( Q31t)hei 0� gn
1 f "IhMT M ci plat N Th E �9 �sedo ly p p � F 4 (� -d' b Ib IE 8 P �APPI' blty �
oltl B P me�e tlp p n ry 1 MOew p 1 p�� tilly (b Id' gd �g fih 1 0 lalle L t I 1 ' 1
desq a� M1 non OE o iwetianarn a eersa I pessio t rkl 8 ty, �t�b 10 g t tilyL B Ae�t nal� p ry 1 �V
� gonalE � g� ins rtsl blrytl��n grq � cl ' I�ere po blry I�he t II .AEtlt Ipemi n te Id g t Elryb 'nB� ��M1e II 1 cl re
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tlelirery,erenion,lateral restrainl anE diagonal��adng,wnsult HN51?PI 1,D56�89 entl BC51(BUiltling Componenl Salery Informatio0)zvailaUle from CONSULT/NGuc
SBCA at ww.v.sbclntlusiry.com. �
Job ITvss TmssType "ary rply aTwniea
I6C24p81
813303995 • IT02 Spedalimss' � I �
Job Reference(optional)
PROBUILD,MOORESVILLE,IN<fi158,Aamn Gartetl �,p50 s Fu8�51011 MiTek Intlusines,Inc TM1U Feb 21 t0:C9�.OJ 2013 PaBe 1
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ie s o��o-e i6-s o
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PlateORSe!s_(X,Y):_ �1:Etlge.O_i-12]„[79_4-8,0-1-12],_[17:0-3_8,03-0],_[21'Etlge,0-1-e]
LOAOING(ps� SPACING 2-0-0 C51 DEFL in (loc) I/defl L!tl PLATES GRIP
TCLL 20.0 Plateslncrease t15 TC 0.65 Vert(LL) -0:1717-18 >999 240 MT20 797/144
TCDL 100 Lumberincrease 1.15 BC 0.75 Vert(TL) -0.5517-18 >911 180
BCLL 0.0 Rep Stress Incr Yes VJB 0.89 Horz(TL) 02B 10 n/a n/a
BCDL 10.0 Code IRC2006/TPI2002 (MaUix) WeighC 1981b FT=20%
LUMBER gqpGING
TOP CHORD� 2 X 4 SPF No2 TOP CHORD� Stmctural wood shea��ing directly app�ied or 2-2-0 oc purlins, except
BOT CHORD 2 X 4 SPF No2'ExcepP entl veNCals,and 2-0-0 oc putlins i3-9-10 max.)'6-7.
83:2 X 3 SPFNO2 BOT CHORD Rigid ceiling tlirectly applied or 10-0.0 oc bracing, ExcepC
WEBS 2 X 3 SPF No2'ExcepP 2-2-0 oc bracing�.18-19,77-18.
W8:2 X 4 SP No2,W1�2%4 SPF Stud WEBS 1 Row at midpt 6-14,5-15,2-18,3-17,6-�7
SLIDER Right 2 X 6 SPF No2 3-75 �
REACTIONS (Ib/size) 10=166fi/03-8 (min.0-2-10),21=1666/Mechanical
Max Horz21=305(LC 4)
Max UpIiPo 0=-87(LC 7),21=-57(LC 6)
FORCES Qb)-�Max.Comp./Max.Ten.-All forces 250(Ib)or less excep�when shown.
TOP CHORD 1-2=-3171283,2-3=-2544/205,3-4=-1922/215,4-5=-1908/267,5-6=-1857/268,
6-7=-2061/261,7-8=-2096/244:8-9=-2314/197,'9-10=-2424/17t, L21=-t623/99
BOT GHORD 18-19=-347/2725,17-t8=-53/2016, 13-14=0/1702,12-73=0/1702,11-12=-71/1837,
10-11=-71/1837
VJEBS 644=-667/719,7-12=-6/308,7-14=-36/621,5-17=142/1522,3-18=0/447,
2-18=-716/297.3-17=-699/173,14-17=27/2044,6-17=-899/189.19-21=269/323,
1-14=284l2604
NOTES (9-12)
1)Unbalancetl roof live loatls have been considered for this tlesign.
2)Wintl:ASCE I-05;90mph;TCDL=6.Opsf;BC�L=6.Opsh,h=25R;Cat.II;Evp B;enclosed;MWFR$Qow-rise)gable entl zone and GC
Exterior(2)ione;wntilever Ieft and right exposed;;entl vertical left antl right exposed;GC ior members antl forces 8 MWFRS for
reactions shown;Lumber DOL=7'.60�plate grip DOL=1 60
3)Provide adequate dramage to prevent water ponding.
4)This Iruss has been tlesigned for a�0 0 psf bottom chortl live load nonconcunent with any other live loads.
5)Reter to gvderis)!or�russ to.imss wnnechons
6)Provide mechanicafconnection(by others)of truss�to bearing pla�e capable of withstanEing 10016 uplifl atjoint(s)10,21. ���" � �< <
7)sfandard ANSI/TP��d m accortlance wRh t�e 2006.JnternationaLResitlential.Cotle seaions R502.11.1 andR802.102 and referencetl `\���a � 5EP Q�.�Q�/
e)Graphical purlin representation does not tlepict Ihe siie or the orientation o(Ne purlin along the top and/or botlom chord. ` �P;��G�S7EqFQ�T�;
9)1. Additional stability brecing for truss system,�e.g.tliagonal or X-bracing,is alwaysrequiretl. See C Q? ='j1 �
10) BC511. � � �-1�012220 ; �
�1)23.It is entremely important to propetly install�em0orary laterel restraint and diagonal 6racing,in — _
12) accordance with BC51-82 or usingproprietary.methotls(e.g.Stabilizer,.etn). � � � : • _
STATE OF ; ¢' �
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February 22,2013
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813303995 IT03 SpeaalTrvss � �
Job Re(efence(opfional
PROBUIL�.MOORESVILLE,IN 4fi15B,Aamn GarreV ]250 s Aug 25 2011 MITek InEUZlnes,Inc Thu FeE 21 ID�49 OS 2�t3 Page 1
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ie-so
2-0-B� 9_tOlO 1641-B 11 i 26-3_12 343-C { Ei_40
F2;0-8�.1—]-10.2 ' 0_Y14_09�-G'�-- B-]_0 ~5-1L8 9-4-II �
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�LOAOING(ps� SPACING 2-0-0 CSI OEFL in (bc) Utlefl Lla PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC 0.66 Vert(LL) -029 13-14 >999 240 MT20 1971�44
TCDL 10A Wmberincrease 1.15 BC 0.75 Vert(TL) -0.efi 13-14 >578 180
BCLL 0.0 Rep'S�ress Incr Yes VJB 0.9fi Horz(TL) 0.30 10 n/a n/a
BCDL 10A Code IRC2006RPI2002 (Malrix) Weight:1981b FT=20%
LUMBER BRACING
70P CHORD 2 X 4 SPF No2 TOP CHORD Stmctural wood sheathing directly applied or 2-2-0 oc pudins, ezcept
BOT CHORD 2 X 4 SPF No.2'ExcepY entl verticals,antl 2-0-0 oc purlins(3-0-5 max.):6-7.
83:2 X 3 SPF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except
WEBS 2 X 3 SPF No2'ExcepC 2-b0 oc bracing'1748;16-17.
W8,VJ9:2 X 4 SP No2,Wi:2%4 SPF Stud WEBS 1 Row at mitlp[ 5-14,2-�7,8-i6,3-16
SLIDER Right 2 X 6 SPF No2 3-0-3
REACTIONS (Ib/size) 10=1666/0-3-8 (min.0-2-10),20=1666/Mechaniral
Max Horz20=-305(LC 4)
Max UpIifl10=-87(LC 7),20=-57(LC fi)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces�250(Ib)�or less except when shown.
TOP CHORD 1-2=-3178/285,2-3=2542/203,&4=-1923/219,4-5=-1688/266,5-6=-1904/257,
6-�=-2376l267,7-8=2180/225,&9=-2283/224.9-10=-2374/195. 1-2�=-1621/9B
BOT CHORD 17-18=-350/2733, 1617=-52/2013,12-13=-78/1782;11-'12=10/1782, 10-11=-96/1797
WEBS 5-16=-114/1467,6-03=-803/tfi3,7-�3=-74/921,3-17=01448,2-17=-728(30�,
13-0fi=-74I2337,6-16=-1109/207,3-16=-696/169, 18-20=-270/325, 1-�8=-287/2616
NOTES (9-t2)
�)Unbalancetl roof live loads have heen considered for Ihis tlesign.
2)Wntl:ASCE7-05;90mph;TC�L=6.Opsf',BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone and PC
Extedor(2)zone;cantilever lek antl righ[exposed,;end vertical left antl right exposed�,GC for members and fomes&MWFRS for
reactions shown�,Lumber�OL=1�.60plate gnp,DOL=1.60
3)Provide atlequate drainage to prev�ent water ponGing.
4)This tmss hasbeen designed for a40 0 psf tiottom chord live loatl nonwnwrrent with any other live loads.
5)Refer to grtder(s)�for tmss to Imss connections:
6)Pmvitle mechamcal connechon(by o[hers)of�mss to bearing plate capable of withstantling 10�16 upliftal joint(s)1q 2�.
7)This tmss is designetl in accordance wdh ihe 20061ntemalional ResidentialAode sections R502.11.1 and R802.102 andreferencetl �� « �
e)Graphsal pudin elpresentation does not depict the size or the orientation of the pudin along the top antl/or botlom chorE. � \\`p�����SEP{,j O���''
9)t Additional stabiliry bracing foktruss system;e.g.tliagonal or X-bracing,is always required. See � �:�G�ST��1,'}���
10) BC517. � �� (G �C i �
11)23.Jt is extremely importan�to properlyinstall lemporary�lateral restraint and tliagonal bracing,in : Q' J Q � �;9 �.
12) acwrdancewith BC51-B2 orusing proprietary'methods(e.g.Stabilizer,etc.). s � PE-11OIY22O � =
LOAD CASE(S) Stendard ^ 'a �: STATE OF ;�¢� �
i . . :
9�,�":�NOIANt;.���a���
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February 22,2013
� WARNING=VentytlesignparamelarsanGreatlnalesonViisTmssDezlpnDiawingantlindutledDrJRelerenwS�eel(rev.03-it'�befa2use.�esign
iE( ThMT k � t pl� o ly TM1 tl g� 0 0 ly po p t s�mvn a tl' f� " d G Ib Id gcompo I.Appl' Eiliry �
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Oelrvery;erevYion,lalerol resVaint an�d�aponal braung,consW�qN51/TPI 1;DSB-89 and BC51(BUilEing Component Safery Inbrmalion7 available from � CQNSU�r�NGLCC
sBGA at wmv.sECineusvy.mm.
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913303995 IT06 SpecialTmss � �
Job Reference(aptional)
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LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defi L/d PLATES GRIP
TCLL 20.0 Plateslncrease 1,15 TC 0.65 Vert(CL) -046�2-14 >999 240 MT20 1971�44
TCDL. t0.0 Lumberinaease t15 BC �75 Vert(TL) -t.5212-�4 >379 180
BCLL 0.0 RepStresslnu Ves WB 0.89 Horz(TL) 02fi 10 n/a n/a
BCDL 10A CodeIRC2006/TPI2002 (Matrix) Weig�t2181b FT=2�%
LUMBER BRACING
TOP CHORD 2 X 4 SPF No2 TOP CHORD Stmcfurel wood sheathing directly applied or&2-0 oc pudins, ezcept
BOT CHORD 2 X 4 SPF No2'Except' entl verticals,antl 2-0-0 oc purlins(3-1-8 max.j:7-B.
83:2 X 3 SPF No2,84,85:2 X 4 SYP No.i BOT CHORD Rigid ceiling direclly applietl or 10-0-0 oc bracing, Except'
WEBS 2X 3 SPF No2'ExcepY 2-2-0 oc bracing:17-18,16-17.
WB,Wt1,W7�'.2 X4 SP No2,Wi'.2 X 4 SPF Stud WEBS 1 Row at mitlpt 5-14,7-12,2-17,3-�6,6-i6
SLIDER Right 2 X fi SPF Na2 4-7-9 � -
REACTIONS pb/size) 10=1666l03-e (min.0-1-15),2�=1666/Mechanical
Maz Horz2�=-305(LC 4)
Ma�c UpIitt10=-87(LC 7),20=-9(LC 6)
FORCES (Ib)-Ma�c.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD Y2=-3168/283,2-3=-2545/203,3-0=1922/217,4-5=1783/264,5-6=-1831/273,
6-7=3395/380,7-8=2752I252,&9=2275l213,9-10=-2A00/1H4,1-20=-5 62 4199
BOT CHORD 17-18=-346/2721,i6-17=54/2018,t1-12=-60/t832,10-11=-61/1830
WEBS. 5-16=-159/1560.7-12=-2175/295.e-t2=-39/1264,3-17=0/447,Z-17=-710/295,
7&20=266/322,1-18=-283@599,3-16=-699/174,6-12=-158/1544, 12-16=-�8/1935,
6-16=-928/214
NOTES (9-12)
1)Unbalanced mof live loads havebeen considered for thistlesign.
2)Wntl:ASCE 7-05;90mph',TCDL=6.Opsi;BCDL=6.Opsf;h=25Rj Cat.II;,Exp B;�encloseq MWFRS(low-rise)gable endzone antl C-C
Exrenor(2�m�e{cantilever lett antl right ezposed',�.end vertical lefl anG right exposetl;GC for memGers and forces B.MWFRS.for
reaqions showq.Lumber OOL=T.60 plale grip DOL=1 fi0
3)Provide adequale drainage�to prevent water ponding.
4)This t�uss has been des�gnetl(ot a 10 0 psf bottom chortl live load nonconcurrent wilh any other live loads.
5)Refer to giraer(s)for tmss to Imss mnnec0ons.
6)Pmvide mechanical connection'(by others)of Iruss to bearing plate capable of withstanding t001b uplift at joint(s)10,20. i �
7)This iruss is tlesigned in accordance with the 2006 International Resitlenlial Code sections R502.11.1 and R802.102 and referencetl �N�
e)Gra hical pudin e! resentalion does not de ict lhe sae or lhe orientalion of ihe pudin alon the to antl/or bottom chord `����, �QS PH ��-y.�''
P P P . 9 P ` �,-�•G\STE��. T �.�
9)1. Addibonal stability brecing for Vuss syslem,e.g.d�a9onal or X-bracing,is aWVays requiretl. See � 1 f� �O� �
10) BCSIT. � 2 Q':'Q � � 9 :
1 t)23.It is eztremely important to propedy inslall tempo2ry laleral restrein�and tliagonal bracing,in _ PE-I 1012220 � �
12) accordance with BCSI-82.or using proprietarymeNotls(e.g.Statiilizer,etc.). � � •, : � =
LOAD CASE�S) Slandartl STATE OF ;'2' �
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February 22,2013
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tlelicery;eredion,leieral resimint antl tliagonal E�acin8��:nsult ANSIRPI�1,DSB-89 antl BCSI(BUilaing Componenl Salery In�o�mation)available Rom CONSULT/NGuc
56CA al wvnv.zbcinEUSiry.com.
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'2-o-B' 1-00.2 ' ]-0-6, 0-8-02 C.]-0 Slt-9 ' 6-Z2 ' fi.94o I
Ss8 = Scale=t:1044
800 12
5
����'� 5x6 =
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3x6�% � !`� 6
\.
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3 i� ��� �� 3x6r
i� �� 6 3x4�
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21 20 i6 15 14 �3 �p 6x10 II °
3x4 =
3x6 = Sx6= 3x6 =
1.5x4 II
LSx45a12 = L5x4 II 5x12 =
1&5�0 i5x4 I I
ie-s-a
I2-0-8� 9-1040 I 1PP0 1]{�},�, 28_3-E _34y10-6_ 41-e-0—I
2-0.8 ]-t0-2 ]-1-6' 0-8�_1�' � 10$8 6)_2 6-940
_Plate Offsets.(X,V)�._[1:Edge,0-1-12],_[/:�_4_12.0-2-0],_I17:0-2-8,0-2-12],.I2LEtlge.Og-8] �
LOAOING(ps� SPACING 2-0-0 CSI DEFL in Qoc) IIdeFl L/d PLATES GRIP
TCLL 20.0 Plateslncrease t�5 TC OB5 Vert(LL) -0.461345 >999 240 MT20 197/144
TCDL �0.0 Lumtierincrease 1.15 BC 0.81 Vert(TL) -125'13-15 >399 18o
BCLL 0.0 Rep Stress Incr Yes WB 0.09 Horz(7L) 027 11 n/a n/a
BCDL 10A CotleIRC2006RP12002 (Matrix) Weight2131b F7=20%
LUMBER BRACING
TOP CHORD 2 X 4 SPF Na2 TOP GHORD Stmctural wootl sheathing directly applietl.or 2-2-0 oc pu/lins, excep�
BOT CHORD 2 X 4 SPF No2'EzcepP end verti�als,�and 2-0-0 oc pudins(4-2-2�max.):6-7.
B3:2 X 3 SPF No2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2 X 3 SPF NaYExcept' WEBS t Row at midpt 5-15,9-13,6-13,2-18,6-17,3-17
W8,W11,W10:2 X 4 SP No2,W L 2 X 4 SPF Stud
SLIDER Right 2 X 6 SPF No2 4-2-9
REACTIONS Qb/size) 21=1666/Mechanical,11=1666/03-8 (min.0-2-10)
Max Horz21=-305(LC 4)
Max.UplifY2�=-57(LC 6),11=-87(LC 7)
FORCES Qb)-Max.Comp./Max.Ten.-All forces 250 Qb)or less except wlten shown.
TOP CHORD 1-2=-31fi7/283,23=-2544/207,&4=-1921/222,4-5=-1782/269,5-6=1807/278,
6-7=-1633/246.7-8=-1949/242,&9=-2041/202,9-'10=-2295/207.10-11=-2421/177,
1-21=-1623/99 �
BOT CHORD 18-19=-347/D20,17-18=-54/2017,12-13=-67/1840,1Lt2=-67/1840
V4E05 5-17=-165/1562,7-73=0/661,9-13=-303/150,6-13=-500/82,3-18=0/447,2-78=-710/296,
19-21=-268/322,1-19=284/2598, 13-17=-5/1847,6-t7=-898/206.3-17=-698/174
NOTES (9-12)
1)Unbalanced roof live loads have been considered for this design.
2)Wnd:ASCE 7-05;90mph;TCDL=6.Opsf;-BCDL=6.Opsf;h=25ft;CaL II;Exp B;encbsed;MWFRS(low-rise)gable entl zone and GC
E#enor(2)mne;cantilever left antl right exposed;.end vertiral lefl and right exposeG;GC for members and(orces 8 MWFRS for
reactions showq Wmber DOL=1.60.plate grip DOL=1.60 �
3)Provide a0equate Brainage lo�preven[water ponding.
4pThi5 Vuss has been tlesignetl(o�2 10 0 psf bottom chortl live load nonconwrrent with any other live loatls. �
5)Refer ta girtler(5)for tmss to tmss connections.
fi)Pmvitle mechanical connection.(by others)of�WSS m bearing plate capable of withstantling 1001b upliR atjoinl(s)2t,11. �
7)This iruss is tlesigned in accordance wRh Ihe 2006�Intemational Resitlenlial Code seciions R502.�1.1 antl R802��2 antl re(erenced J �
standard ANSI/iPl t \�q� ��SE M 0��i��
e)Graphical oudin representation tloes not depict the size or ihe o�ientalion of�he putlin along Ihe top and/or bottom chord. � a ' �STE��,'Fj•%
9)i. AtlGitional stabiliry bracin9(ociruss�System,e.g.tliagonal or X-bracing,is always required. See j SP rr(G R(p y ��
'10) BCSI1. ? Q?�� � `.9 g
17)23.It is extremely importanl to properly install temporary la�eral restrein�and tliagonal bracing,in = P�'��4�222Q � =
12) accortlance with BCSI-82 or using pmprietary methods(e.g Stabilizer,etc.), � - � t • '
LOADCASE�S) Slandard ��':. STATEOF .+;¢`
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aemen,eren�o�.ia�=ai�es�a�m a�a a�aso�ai e�a�ms:w���u nNSirrai i,osaes a�e acsi�e��mma eomao�em sarey mm�maoo��aaanaoie r,�m CONSULT/NG�ec
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i. 30 35-01-02 414t0 0
1-0-0 511-4 5.842 � 58-12�� ]-1.8 � 5-8-12 � 5-842 � 54ti 1:0-0
5z6 '� SGele=1:94D
6x8'�
8.00� � 8
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3x4fii /i � �� 9xA �'
3x6 i �/ � \i•\
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15x4 �A 5 /�' � �/ � � �V '^
W�� .'Y � �� �� � � �� i5x4 % �
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13 �
. �.�P: �— .s--•--�' �r-}�'� 10.-
� Bx10 II 20 19 '18 1] �fi 15 Bxip II �
3x4 = 3x6= 3x4 = 3x4 =
3x8= 3xfi =
ie-sa ie-s-o
&9_10 1]-4-02 30_6< 33_tb 4141�0
8-9-10 9-)_2 � ]-1_8 � 9-]-2 � e-410
_Plate Offsets_(X,Y)'._[7:0_3-8,0-2-8],j8:0=4-8,0_i-12]
LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/tleFl Utl PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC OJO Vert(LL) -0.16 15-17 >999 240 MT20 197/144
TCDL 10.0 Wmberincrease 1.75 BC 0.54 Vert(TL) -0.4815-17 >999 i8G
BCLL 0.0 RepStresslncr Ves VJB O.q7 Ho2(Tl) 9.15 13 nla nla
BCDL 10.0 CodeIRC2006/TPI2�02 (Matrix) Weight2151b FT=20%
LUMBER BRACING
TOP CHOftD 2 X 4 SPF No2 TOP CHORD Stmctural wood sheathing directly applietl or 2-2-0 oc putlins,except
BOT CHORD �2X 4 SPF No2 2-0-0 oc pudins(4-5�max.):7-e.
WEBS 2 X�3 SPF Nn2'ExcepY BOT CHORD Rigid ceiling directly applied or i�-0-0 oc bracing.
W4,W5:2�%4SPNO2 WEBS iRowatmitlpt 6-iB,8-18,9-17
SLIDER Lek 2 X 6 SPF No2 3-8-7,Ri9ht 2 X 6 SPF No2�3-B-7
REACTIONS (Ih/size) 2=1737/0.3-8 (min.0-2-12),'13=1737/0.&e�(min.0-2-12)
Max Horz2=-285(LC 4)
Max Upllfp=-91(LC e),13=91(LC 7)
FORCES (Ib)-Mae.Comp/Max.Ten.-All(orces 250(Ib)or less except when shown.
TOP CHORD 2-3=.2424/t77,3-4=.23111216.4-5=-2'194/229,.5-6=-2733/256,6-7=-1788/290.
7-8=-1415/281,8-9=-1787/290:9-10=2133/256, 10-11=-2194/229, 11-12=-2312/216,
12-13=-2424/177
BOT CHORD 2-20=-116/1639,19-20=38/1684, 18-19=38/1684,17d8=0/1415,i6-17=-8/ifi84,
15-�6=-B/1684,13-15=-80/1839
WEBS 6-20=-23/360,6-78=-488/�78,748=-32/579,e-17=55/580,9-17=-489/178,
9-15=-23/36t
NOTES (e-11)
1)Unbalanced roof live loads have been consideretl Por this design:
2)Wmtl:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.OpsF h=25fl;Cat.11;Exp B;encloseQ MWFRS(low-rise)gable entl zone antl GC
Ezienor(2j zone;cantilever left and right ezposed;end verticalleft and right exposed;GC for members antl forces 8 MWFRS for
reactions shavn',Lumber�OL=1.60�plate gtip DOL=1.fi0
3)Provitle adequale tlrainage to�prevenYwaler ponding.
4)This tmss has been desrgned for a 10 0 psf bottom chord live'loadnonconcurrenl with any o�her live loatls.
5)Provide mechanical connection,(�y others)M trussto bearing plate rapable of wilhstanding 100 Ib uplik a�joint(s)2, 13.
6)This truss is tlesigned in accordance wdh Ihe 2006 International Resitlential.Code sections R502.11.1 and R802.102 antl referenced
standardANSI/iPl1. ���N�Q1i � �����/��
7)GrapM1ical putlin represenWhon tloes not depict lhe srze or Ihe orientation of[he�purlin along�he top and/or bottom chortl. `\��� � SE O iQ
e)1. Adtlihonafstabiliry bracing for Imss syslem,e.g.diagonal.or X-bracing,is always requiretl.5ee \ F-f' ��
QS�,:''G15TEq.. T :
e) ecsii. � � Q,� FO4 c� �
10)23.It is extremely imponant to pmpetly install temporaryJateral.restraint antl tliagonal 6racing,in C Q' :� t q�
11) accordance with BCSI-82 or using proprietary methotls(e.g.Stabilizer,etc.). � � PE-1 I O7Z22O • —
LOAD CASE�S) Stantlard . .
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ltlgp le Jpp -ry t I�p� � p t p DIry �Eltingtl �g fiht tl' tlleLt I � � -1
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Oelivery;erediorylale2lresUain�antltliagonalprecing,wnzullANSI?PI1,p5B-B9anOBC51�9uiltlingCOmponenl5aferylnbimaGOn)avaAablafrom' CQNp���1�NG((C
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B13303995 ITOP Hiplmss � �
�Joti Reference(optional)
PROBUILO,MOORESVILLE,IN G6150,AamnGartetl �Y50sAug252C�1tMiTehlntlusines Inc. TM1UFebY110'.49092013 Pagei
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iBS�-0_0_y_y2 _16J12_1� 19]_I2_�_31-9_I3__]0.]_1l_�_35]0]0 d1-80 1e'S'4
2 0-B � ]-0-10 ' PO-00 I-2 0 '%-0 � 56-0 � 5 6-I� � 5-9b �
Sx6 d Scdle=1'.103.0
8.00�12 Sx8 =
5 6
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/-' 3x6�
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3x4 %q� ��
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.%� �\... L /� \\\ `\ 8 9 10
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4x6-i 2 � � �' n� �� � � / �� n
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19 18 ?
23 22 �� 3x4 = i6 15 14 13 12 11
3x6 c 3x16MT18H° 1.5x4 II 3xe = 6x10= 4x6- 3x4 II
2x4 I I 'I.5x4 I I
Sx8= 3x8= �.5z4 II
Sx8 =
�eso ieso
18 3-12
F2{FB�_&_IQ I6t1�16:tUB _ 30:1�@ � 5%LL10_� etd0_�
RA�O )-0_ID ]0.10 0�9-122Ed 59�1< 59b
Plate Offsets(X;V): [1:0.3-0,0-1-8�,j2:�-1-8 0-2-0],�503-0,0-2-3],[6:0-5-12;0.2-0],[7:0-1-4,0-i-8],(8:0-2-4,0-3-4],�9:0-2-8,0-2-0],�10:Etlge,4Lt2],[iLEdge,�-2-8],[�2:0-1-8
,0_1_e]„[13_0=412,0.2_4J,[17:0-5_8,0-2-12�,.�2L.OS_QEdge],_[23_0-2_12,0-1 B]
LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/tleFl L1d pLATES GRIP
TCLL 2D.0 Plates Increase t.15 TC 0.53 Vert(LL) -0.49 13-15 ?999 240 MT20 197/144
TCD� ID.0 Lumbeflncrease 1.15 BC 070 Vetl(TL) -1.4413-15 >346 180 MT18H 197/144
BCLL D.0 Rep Stress Incr -Yes WB 0.85 Hoa(TL) 025 �11 n/a n/a
BCDL 17D Code IRC2�06/TPI2002 (Matrix) Weight:2351b FT=20%
LUMBER BRACING
TOP CHORD 2 X 4 SPF No2 TOP CHORD Structwal wootl shea;hing tlireclly applietl or 2-5-15 oc purlins, excepf
BOT CHORD 2 X�4'SPF No2'ExcepP end verticals,and 2-0.0 oc pudins(2-11-2 max.):5:6,8-iQ.
B2,05'.2 X 3 SPF Na2,B6,BT 2 X 4 SVP DSS BOT CHORD Rigid ceiling tlirectly applied or 10-0-0 oc bracing, E.cept:
WEBS 2 x 3 SPF NaYExcept' 6-0-0 oc bracing:21-22.
NlIW9,WB,W1L2X4SPNo2,W1:2X4SPFStud WEBS .7Rowalmidpt 10-11,3'I8,8-13,6-�8,7-17
JOINTS 1 BraceatJt(s)'. 10
REACTIONS Qb/size) 11=t676/0-3-8 (min.0-1-17),23=1682/Mechanical
Max Horz23=321(LC 5)
Max Uplift23=-38(LC 6)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1.2=-3069/199,23=-2605/197,3-4=-2038/198,4-5=1913/241,5-fi=-1600/24fi,
6-7=-2081/254,7-8=-40281374,e-9=-3281/245.9-t0=-1965/�97.10-11=-16�9/162.
L23=-1642/86
BOTCHORD 2-21=-88/262,20-21=-293/2716,�9-20=-293/2716, 18-19=59/2078,97-18=0/1663,
-12-13=-94/1965
WEBS 3-79=0/385,5-18=-21l738,3-t8=-630/t70,2-19=-646l241,8-13=-2482/295,
942=-1384/148, 10-12=180/242t.313=-61/1682,'IS-17=0288.6-17=-77/1117,
7-13=-147/1794,6-18=-403/132,13-17=.58/2228,7-17=-982/206,21-23=-250/279,
Y21=-174/2422
NOTES (10-13)
1)UnOalancetl mo(Aive loads have been considereG for this design.
2)Wntl:ASCE 7-05;90mph;TCDL=6.Opsf�,BCDL=fi.Opsf;h=25flj Cat II',Exp B;enGOSed;MVJFftS Qow-rise)gable end zone antl GC
��6cterior(2)zone cantilever lefl anE right exposetl';.end vetlical left and right exposed;GC for members anG forces 8 MWFRS for
reactions shown Lumber DOL-7.80 plate grip DOL=1.60
3)Provide adequate tlreinage to prevent water pontling.
4)All plates are MT20 plates unless otherwise indicated. 'i �� �
5)This tmss has been designetl for a�10 0 psf bottom chord live load non;oncurrent with any olher live loatls. `\`��� �pSE N ��/��
6)Refer to gutler(s)far tmss to tmss connecbons. � G�ST�"tiF'�-J.�i
7)Pmvitle mechanicalponnedion(by oNers)of truss to bearing plate capable of withstanding 1001b uplift atjoint(s)23. �-l�Q,F. ` ••9FQ.,�� �
e)This truss is Gesigned in accortlance with the 2006 International Residential Cotle sections R502.11.1 and R802.�02 antl referenced � Q: .��
standardANSVTPIt. = t PE-11012220 ; =
9)Graphiral pudin represenWtion does no�tlepict lhe size or Ihe orientation of the purlin along the top antl/or bottom chortl. � e � � � �
Continuetl on page 2 � 9: STATE OF ;� :
O'+ / +� `
: ,c •.�'/DIAN!�.� 2 :
i���''FSS,O'A1 ,ENG`\`��
February 22,2013
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dalNery;eredion,laleal restnin�antl tliagonal�raqng, �wnzult ANSI?PI l.OSB�89 anE BC51(9uiltling Component Safery Inbrtnation)av5ilable hom CONSULT/NG«c
SBCr a�w,v.�sbcintlustry_mm.
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10)t Adtlitionafsta�ility bracing forGusssystem,,e,g.diagonal orX-0racing,is always required. See
it) BCSIi. ��
,12)23,It is extremely important to propePty inslall temporary,laterel resVaint and diagonal bracing,in
13) acwrtlance vnth BCSI-B2 or using proprietary methotls(e.g.Stabilizer,etc.j.
LOAD CASE�S) Standard
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LOADING(os� SPALING 2-0-0 C51 �EFL in Qoc) VdeFl Ud PLATES GRIP
TCLL 200 Plateslncrease 1.15 TC 0.82 Vert(LL) -028 940 >999 240 MT20 197/�44
TCDL 10.0 Lum6erincrease 1.t5 BC 0.61 Vert(TL) -0,70 9-10 >445 180
BCLL 0.0 RepStresslncr Yes WB 0.62 Hoa(TL) 0.04 9 n/a n/a
BCDL 10.0 CodeIRC2006RP12002 (Matriz) Weight12016 FT=20%
LUMBER BRACING
TOP�CHORD 2 X 4SPF No2 TOP CHORD Stmctural wood sheathing direcHy applied or 5-0-0 oc purlins, except
60T CHORD 2 X 4 SPF No2 entl verticals.
WEBS 2 X 3 SPF No2'ExcepC 80T CHORD Rigid ceiling directly applietl or 10-0-0 oc bracing.
W3:2 X 4 SP No2,W6'2 X 4SPF No2 WEBS 1 Row at midpt 4-iq 7-10,7-9�
SLIDER Left2X6SPFNO24-e-3 -
REACTIONS� pb/size) 2=1094/03-8 (min 0-1-11),9=1037/Mechanical
Max Horz2=289(LC 5)
Max UpIitY1=-77(LC 6),9=-31(LC 7)
FORCES (lo)-Mau.Comp./Max.Ten.-All(orces 250(Ib)or less excepl when shown.
TOP CHORD 2-3=-1364/99,3-4=-1149/129,4-5=-899/129,5-6=-778/773,6-7=-857/183
BOT CHORD 2-12=-79/1015,11-'12=-79/1015,�0-11=-79/1015,9-00=0/628
V`/EBS 4-12=0263,4-10=-485/167,6-10=-62/517,7-9=-869/5�
NOTES (7-�O)
1)Unbalanced roof live loatls�ave been consideretl for�his tlesign.
2)Wind:ASCE 7-05;90mph-;TCDL=6.Opsf;BCDL=6.Opsf;�h=25ft;Cat II;Exp B;enclosed;MWFRS(low-rise}gable end zone and GC
Estenor(2lzone;cantilever left and rignt exposed;en0 vertical lefl antl right ezposed;GC for members antl forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1 60
3)This Uuss has been tlesigned for a 1�.0 psfbottom chortl live load nonconwrrenl with any other live loatls.
4)Refer lo girder(s)for iruss to tmss connections.
5)Provitle mechanical wnnection(by others)of lruss to bearing plate capable of withstanding 1001b uplik atjoin�(s)2,9.
6)This lruss is tlesigned�in accordance wilh lhe 2006 Interna�ionaCResltlential Code sections R502.11.i and R802.102and referencetl
stantlard ANSIRPI i. �
7)t. Addi6onal stability bracing for truss sys�em,e.g.tliagonal or X-bracing,is always required. See
8) BCSIi.
9)23.Il is ex[remely important topropetly Install temporary lateral resiraim and diagonal bracing,in � �
LOAD CASEr�S) St n1tla dC51-82 or using pmprietary methoas(e.g.Stabitizer,etc.). `\\`��� ,OS HlD�t�,'
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Plate Offsets(X.V): �1:3-6-14,0-1-12],I1'i-10-B.0-1-121,ILEd9e,0-7-19],[5:0-4-12,02-O7.IfiI0.3-B4O-2-e1.[7:0-Lq0-1-e].[9:0-4-OA-1-121�I10:Ed9e,�-2-81�[11:Edge.0-i-12],
[iz:o-i-i z,az-ol,.[i ao,z_a,o-z;o�
LOAOING(ps� SPACING &0-0 CSI DEFL in (loc) VdeFl L/d PLATES GRIP
TCLL 20 0 Plales Increase t.15 TC 0.89 Vert(LL) -026 12-13 >999 240 MT20 197/144
TCDL 10.0 Lumberincrease t15 BC 0.83 Vert(TL) -071 11-12 >700 180
BCLL �.0 Rep Siress Incr Ves VJB 0.87 Horz(TL) 0.19 i i n/a n/a
BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Weight: 1901b FT=20%
LUMBER BRACING
TOP CHORD 2 X 4 SPF No2 TOP CHORD S�ructural wood shea�hing directly applied or 1-7-8 oc pudins, eacep�
BOT CHOR� 2 X 4 SPF No2 end verlicals,and 2-0-0 oc purlins(2-7-13 max.):5-6,e-10.
WEBS 2 X 3 SPF No2'ExcepP BOT CHORD Rigid ceiling directiy applietl or 10-0-�oc bracing, Except
W4'.2%4 SP Nn2 2-&0 oc bracing:12-13.
SLIDER Lefl 2 X e SYP DSS 4-6-6 WEBS � Row al mitlp� �3-17,745,843,9-11
JOINTS 1 Brace.atJt(s):10
REACTIONS pb/size) 11=�fi63/0-3-e (min.0-2-10J,�=1663/Mechanical
Max Horz1=275(LC 5)
Max Upliftl=-45(LC 6)
FORCES pb)-Max.Comp./Max.Ten.-All forces 250(Ib)or Iess except when shown.
TOP CHORD 1-2=-2372/179,23=-2235/21t,3-4=495�/224,4-5=-1862/266,5-6=-1706/279,
6-7=-2130/290.7-8=2997/294,8-9=-4084/338
BOT CHORD 1-t8=-99/1777, 17-18=-99/1777,1E17=-53/1550,15-16=53/1550, i4-15=-108/2427,
13-14=-108/2427.12-13=-272/4119;11-12=-182/2333
VI�EBS 3-16=�/260,3-17=-327/154,5-17=-8/430,5-15=�16/411,6-15=39l763,
7-15=-1126/175,7-13=-36/998,e-13=-19�8/187,e-12=-1005/158,9-12=-102I2098.
3t1=-26751273
NOTES (9-12)
i)UnbalanceQroof live loads have been cansideretl(or ihis design.
2)Wind:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25R;Cat II;Exp�B;enGOSed;MWFRS Qow-rise)gable end zone antl C-C
E�enor(2j zone;canlilever left antl right exposed;entl vertiral lefl and right exposed;GC for members antl forces 8 MWFRS!or
reactions showq'Lumber DOL=1.60 plale grip DOL=1.60
3)Provide adequate d�amage to prevent wate�ponding.
4)This Wss has tieen designed for a 10 0 psfbotlom chortl live loatl nonconcurrenl with any other live loatls.
5)Refer�o girdet(s)for iruss to iruss connections �
6)ProviGe mechanical connection @y others)of lruss to bearing plate capable of withsfanding t001b uplift aljoinqs)1. � t EP I ��O
7)This[mss is tlesigned in accordance wLLh lhe 2006 Intemational'Resitlential Code sections R502.11.1 and R802.102 and referenced `�J S�S �� �i��
stantlartl ANSI�TPI 1. \w P�1• .G`STER� -r� �
8)Graphical pudin representation does not depict ihe size or the orientation of Ihe purlin along Ihe top and/or bo�tom chortl. J 1 ;��4 F�t F��
9)1. Additional stabiliry braci�g for lmss system,e.g.diagonal or X-bracing,is always reqWretl. See � Q: L 9 �
io� ecsn. — e PE-11012220 : =
11J 23.It is exVemely important to properly install tempOrary laterel restraint and tliagonal bracing,in � : =
12) accoNance with 6CSI-82 or using proprietary methods(e.g.Sta6iliier,elc.).
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�_53-10 y 16C-II � t]1L4 � 254g12 30)-09 35-11-9
5-a-10 59r2 ]-]_a >__ • .
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Plale Offsets_(%,Y):_[30=4_12,0-2-0]„[7:0=4_12,0-2:0] �
LOADING(ps� SPACING 2-0-0 C51 DEFL in (loc) I/tlefl Ud PLATES GRIP
TCLL 20.0 Plates�lncrease 1.15 TC OA2 Vert(LL) -0.09 14 >999 240 MT20 t97/144
7COL 100 Lumberincrease t15 BC 0.49 Vert(TL) -0.3012-14 >999 180
BCLL 0.0 Rep SUess Incr Yes WH 0.68 Horz(Tl) 0.11 10 Na� nla
BCDI t�.0 Code IRC200fi/TPI2002 (Matrix) Weight 1661b FT=20%
W M9ER BRACING
TOP CHORD 2 X 4 SPF No 2 TOP CHORD Stmctural wood sheathing tlirecly applietl or 3-4-11 oc purlins,except
BOT CHORD 2 X 4 SPF No2 2-0-0 oc purlins(3-�1-7 max.):5-7.
WEBS 2 X 3 SPF No2'ExcepT BOT CHORD Rigitl ceiling dirx0y applied or 10.0-0 oc bracing.
W4 2 X 4�SP No2
SLIDER Lefl 2 X�6 SPf No2 3-3-12,Right 2 X 6 SPF No2 3-3-12
REACTIONS (Ib/size) 10=1437/03-B (inin.0-2-4),2=1499/03-8 (min.0-&6)
Max Horz2=177(LC 5) �
Max UpIiR10=31(LC 7),2=-fi2(LC 6)
FORCES (Ih)-Maz.Comp./Max.Ten.-All forces 250 Q6)or less except when shown.
TOP CHORD 2-3=-20501i66,3-4=-1948/189,4-5=-1766/231,5-6=-1747/258,6-7=-1747/258,
7-B=-1768/232,8-9=-7953/191,9-10=2055/167
BOT CHORD 2-17=-153/1536, 16-'17=-153/1536,15-t6=-132/1440,14-15=-732l1440, 13-14=-22/1441,
12-13=-22/1441, 11-12=-71/1542, 10-11=-71/1542.
VJEBS 5-16=0/330,5-14=-156/530,6-14=-47V205,7-14=-i561529,7-12=0/331
NOTES (8-11)
1)Unbalanced mof live loads have been consideretl for�his design.
2)Wnd'.ASCE 7-05;�90mph;TCDL=6.Opsh 6CDL=6.Opsf,h=25ft;Cat II;Exp B;enclosetl;MWFRS(low-rise)gable entl zone and GC
Exterior(2J zone;wntilever left and�.nght exposed',end vertical left antl right exposed',C-G for members and Sorces 8 MWFRS For
reactions shown�,Lumber DOL=1 60 plate gnp DOL=1.60
3)Provitle adequate tlreinage to prevent water pontling.
4)This Imss has been designetl.for a 10.0 psf tiottom chortl IiveJOatl norwncurrent with any other tive loads.
5)Provitle machanical connection(by others)of truss to bearing�pla�e wpable of withstanding t001b uplift atjoinqs)10,2.
6)This tmss is tlesignetl in acwrtlance with the40061nternational Residential Cotle sections R502.11.1 antl R802.�02 antl referenced
stantlard AN51/iP�'I.
7)Graphiral pudin representa�ion does not tlepict the vze or�he onentation of lhe pudin along the top antl/or bottom chord. . � �� �
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�1-0-0� 63-W { Cq4 ' 64-01 � 6-441 ' 6-4-11 � J-" � ..
1 2 43-t0 �'1-0-0.
Scale:3116"=1'
Sx6 O 3x6 =
3x6= 3x4= 9 Sx6 '=
5
_ 1
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1&5.0 �&5-0
9-0-02 1]-1b13 4]-F12 35_1Y9
B_4g2 9_]-0 � 9_]-0 � 8-E-02 I
Plate_Offsek_(X,Y)i_[5'0-3-0,0-23]„(9:0-3-0,0-23] �
LOADING(ps� SPACING 2-0-0 C51 DEfL in (lac) I/tleFl L/d PLATES GRIP
TCLL 20.0 Plates Invease 1.15 TC 0.40 Vert(LL) -0.16 14-i6 >999 240 MT20 1 W/144
TCDL 10D Wmberincrease 1.15 BC 0.57 Vetl(TL) -�4914-i6 >875 180
BCLL �A Rep SVess Incr Yes VvH 0.55 Horz(Tl.) 0.13 12 n/a n/a
BCDL 10.0 CodeIRC200fi/TPI2002 (Matriz) Weight1421b FT=20%
Ll1MBER BRACING
TOP CHORD 2 X 4 SPF�No2 TOP CHORD Slmcturel wootl sheathing directly applieG or 3-4-5 oc purlins,excep�
BOT CHORD 2 X 4 SPF No2 2-0-0 oc pudins(3-9-12 max.):5-9.
WEBS 2 X 3 SPF No2 BOT CHORD Rigitl ceiling directly applied or 10-0-0 oc bracing.
SLI�ER Left 2 X�6 SPF No2 2-8-t0,:Right 2 X fi SPF No2 2-&10 �WEBS 1 Row at mitlpt 6-18,7-14
REACTIONS (Ib/size) 2=1498/0-3-8 (min.0-2-fi),�2=7 49 810.3-8 (min.0-2-6)
Mai Ho22=-146(LC 4)
Max Uplift2=58(LC 5),12=-58(LC 4)
FORCES (Ib)-Maz.Comp./Max.Ten,-All forces 250(Ib)or less ezcept whensFown.
TOP CHORD 2-3=-2014/183,3-4=-1928/210,45=-1851/214,.5-6=-153V212,6-7=-2060/251,
7-8=-1530/213,8-9=4531/213,9-10=-185t/214; 10-11=-1928/210. 11-12=-2014/183
BOT CHORD 2-18=-195/1498,17-�8=-234/2010,16-17=-234/2010,15-16=-199/2009,�4-15=-199/2009,
�2-14=-89/1498
WEBS� 5-18=-6/634,6-18=-74�/199,7-14=-741/199.9-14=-6/634
NOTES (841)
i)Unbalancetl roo(live loads have been considered for ihis tlesign.
2)Wnd:ASCE 7-05;90mph;TCDL=fi.OpsT,�BCDL=6.Opsf;h=25ft;Cat.If,Exp�B;encloseG;MWFR5Qow-riseJ gable end zone and C-C
E�tenor(21 zone;cantilever left and right exposetl;end vertical lek and righl exposed;GC for members and foroes 8 MWFRS for
reactions showq Lumber DOL=t.60 plate grip DOL=1.60
3)Provide adequate tlreinage to prevent waler ponding.
4)This tmss has been designed tor a 10.0 psfbbttom chortl live load nonv�ncurrent with any other live loatls.
5)Provitle mechanical connection(by others)of tmss to bearing plate capable of withs�anding 100 Ib uplift at joint(s)2,12:
6)This tmss is designetl�in accortlance with lhe 20061nlernational Residential Cotle sedions R502.11.1 and R802.t02 and reterencetl
standard ANSI/iPf�1.
7)Graphiral purlinrepresentation does not depic�ihe size or the orientation of the pudin along the mp and/or bottom chortl.
9)� BCSIi;nal stabiliry brecing for lruss rystem;e.g.diagonal or X-brecing,is always requiretl. See t� �����q�/ry
�0 23.It is extremel im odant ro ro er� mstail.tem ora �atere�restreint and dia onal bracin in � �SEPH ���/p
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BOT CHORD 2%4 SPFNO2 end vediwls,.and 2-0.0 oc purlins'.4-5.
WE85 2 X 3 SPF No2 BOT CHORD Rigitl ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left2X6SPFNO.22-9-75 JOINTS 16raceatJt(s):5
REACTIONS (Ib/size) 6=247/Mechanical,2=316/03-e (min.0-1-8)
Mae Ho22=109(LC 5)
Max Upliftfi=-33(LC 5),2=-37(LC 6)
FORCES (16)-Maz.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES (8-11)
i)Wnd:ASCE 7-05;90mph;TW L=6.Opsf;BCDL=6.Opsf',h=25ft;Ca�.II;Exp B',enclosed;MWFRS(low-rise)gable end zone anG GC
Extenoq2;zone;cantilever lefl and right ezposed;entl verticalleR antl righ[exposedjC-C for members and forces 8 MWFRS for
reactions shown;LumbeF�OL=1.60 plale grip DOL=L60
2)Provide adequate drainage to prevent watecpontling.
3)This tmss has�been tlesignetl for a 10.0 psf botlom chortl live load nonconcurrent with any other liveloads.
4)Refer to girder(s)fo�tmss to huss connections.
5)Provitle mechanical connection(by others)of truss to bearing plate wpable of withstantling.100 Ib upliR at joint(s)6,2.
6)This tmss is tlesigned in accordance with the 2006 Intemational Residential Code sections R502.11:1 and R802.702 and referenced
standard ANSIRPt t �
7)Graphical ovdin reptesentation does not depict the size or the onentation of the purfin along the top andlor bottom chortl.
8)i. Adtlitional slabiliry brecing for tmss system,e.g.tliagonal or X-bracing,is always requiretl. See
9) BC511.
10)23.I�is extremely important to properly install temporary lateral resUaint and diagonal bracing,in
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BCLL 0�:0 Rep Stress Incr Yes WB 0.05 Horz(TL) 0.00 6 n/a n/a
BCOL 10.0 Code IRC2006/TPI2002 (Matrix) Weight 261b FT=20%
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TOP CHORD 2 X 4 SPF No2 TOP CHORD Stmc�ural wootl sheathing directly applied or 5-4-12 oc purlins, except
�80T CHORD 2 X 4 SPF No2 end verticals,antl 2-0.0 oc purlins:4-5.
WEBS 2 X 3 SPF No2 BOT CHORD Rigid ceiling directly applietl or 70-0-0 oc bracing.
SLIDER LeR 2 X 6 SPF No2&2-12 JOINTS 1 Brece a�Jt(s):5
REACTIONS Qb/size) 6=206/Mechanical,2=277/0-3-e (min.0-1-e)
Max Horz2=89(LC.S) �
Max Uplift6=-28(LC 5),2=37(LC 6J
FORCES (16)-Maa.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES (e-11)
1)Wnd:ASCE 7-05',90mph;TC�L=6.Opsf;BCDL=6.Opsf;�h=25ft;�Cat.II;Exp B;enclosed;MWFRS Qow-tise)gable end zone and PC
Eztenor(21 zone;wntilever lek antl right exposed;�end vertical left and right exposed;GC fo�membefs and torces 8 MWFRS for
reactions shown',Lumber OOL=1.6�plate grip DOL=1.60 -
2)Pmvitle adequate tlrainage�o prevent water ponding.
3)This tmss has been designetl for a 10.0 psLbottom chord live loatl nonconcurrenl with any other live loads.
4)Refer ta girtlar(s)Por tmss to trues connections.
5)Provide mechaniwl connection(by o�hersj of imss lo bearing plate capa�le of withstanding 100 Ib uplift at joint(s)6,2.
6)This imss is designetl in accordance with ihe 2006.International Residential Cotle sections R502.11.1 antl R802.102 antl referenced
standard FNSI/TPI 1. ,
7)Graphical purlin representation does not tlepid fhe size or the onentaton of the putlin along the tap and/or bottom chortl.
8)1: Atlditional stabiliry bracing for�russ system,e.g.diagonal or X-0racing,is always requiretl. See
9) BCSIi.
10)23.It is extremely impohant toproperly Inslall temporary lateral restraiN and.diagonal bracing,in
11) accordance with BC51-B2 or using proprietary methotls{e.g.Statiilizer,etc.):
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Job Tmss TmssType Q�y Ply qTWqTER
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B133W995 IVpt ValleyTmzs 1 �
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PR09WL�,MOORESVLL�E,IN46158,AamnGarreV ]2505AUg251011MITeklntlusines,lnc. TM1uFeb2110:C9'154013 Paget
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LOADING(ps� SPACING 2-0-0 C51 DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC 0.05 Vert(LL) n/a - n/a� 999 MT20 197H44
TC�L 10.0 Lumberincrease 1.15 BC 0.04 Vert(TL) Na - n!a 999
BCLL 0.0 Rep Stressincr Ves VvB 0.02 Horz(TL) 0.00 6 n/a n/a
BCDL �0.0 Cotle IRC2006/TPI2002 (Matrix) Weight:231b F7=20%
LUMBER BRACING
TOP CHORD 2 X 4 SP No2 TOP CHORD Stmctural wood sheathing direIXly applietl or fi-0-0 oc pudins,except
BOT CHOR�� 2 X 4 SP No2 2-D-0 oc purlins(6-0-0 man.):3-4.
WEBS 2 X 3 SPF No2 BOT CHORD Rigitl cei�ing tlirectly applietl or 10-0.0 oc.bracing.
REACTIONS All bearings 7-33.
(Ib)- MazHOa1=13(LCS)
Mau Uplik All upli(t 100 Ib or less at joint(s)1,6,B,7
Maz Grav All reactions 2501b or less aljoinqs)�1,6,8,7
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(16)or less ezcept when shawn.
NOTES (e-12)
1)Unbalanced roW live loads have�been wnsideretl for this design.
2)Wnd:ASCE 7-05;90mph;TW L=6.Opst;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable entl zone and GC
Eslenor(2)zone;cantilever left antl righ�exposed;entl vertiwl IeR and righl exposetl;C-C for members and forces 8 MWFRS for
reactions'shown;Wmber DOL=1.60 plate grip DOL=1.60
3)Pmvide adequate draiBage to prevent water ponding..
4)Gable requires continuous bottom chord bearing.
5)This lruss has been tlesigned for a 10:0 psf 6ottom chord live load nonwncurrent with any othei live loads.
6)Provitle mechanical connection(by others)of tmss to bearing plate capable of withstanding 100 Ib upli(t at joint(s)1,6,e,7.
7)This�mss is designetl in accordance with ihe 2006Jntemational Resitlential Code sections R502.11.1 and R802.102 and referenced
stanEard ANSI/TPI�1.
8)Graphiral pudin representation tloes not depict Ihe size or the orientation of ihe purlin along lhe top antl/or bonom chord.
9)1. Atltlitional stabiliry bracing.tor Wss system,e.g.tliagonal or X-bracing,is always requiretl. See
10) BCSIL
11)23.It is extremely.important to properly install temporary laterel resiralnt antl tliagonal bracing,in
12) accortlance with BC51-82 or using proprietary methotls(e_g Stabilizer,etc.).
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TCDL 10.� Lumberincrease t15 BC 0.05 Vert(TL) n/a - n/a 999
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BCDL 1�.o Code IRC2006/fP12002 (Matria) Weight:9lb FT=20%
LUMBER BRACING
TOP CHORD 2 X 4 SP No2 TOP CHORD Stmctural wood sheathing tlirectly applied or 3-3-3 oc purlins.
BOT CHORD 2 X 4 SP No2 BOT CHORD Rigitl ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (Ib/size) 1=92/3-3-3 (mirt 0-1-8),3=92/33-3 (min.0-1-e)
Mav Horz 1=-18(LC 4)
Max Uplitt7=-4(LC 6),3=-4(LC 7)
FORCES pb)-Max.Comp/Maz.Ten.-All forces 250(Ib)or less exrnpl when shown.
NOTES (7_�p)
1)Unbalanced mof live loatls have been wnsideretl for this tlesign.
2)Wnd:ASCE 7-05;90mph;TCDL=fi.Opsf;BCDL=6.Opsf;h=25fl;Cat.II',Exp B;enclosetl;MWFRS(low-rise)gable entl zone and PC
Eatenor(2)zone;fanlilever lefl and right exposetl;end vertical lefl and nght exposeO;C-C for members antl forces 8 MWFRS kr
reactions shown;Lumber DOL=7.6o plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live loatl nonconwrtent wiih any oNer live loads.
5)Pmvide mechanical connec�ion(6y olhers)of Wss to bearing plate capable of wilhstanding 10016 uplifl aljoin�(s)1,3.
6)This tmss is Oesigned in accordance wi�h�he 20061ntematlonal Resitlential Cotle sedions R502.11.1 and R802.102 and referencetl
standartl ANSI/rPl i.
7)1. Additional stahiliry braunq for tmss system,e.g.tliagonal or%-6racing,isalways requiretl. See
e) BCSI1.
9)23.It is extremely important to pmpetly install temporary laterel restraint and diagonal OracinB.in
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LOADING(ps� SPACING 2-0-0 C51 DEFL in (bc) I/defl Utl PLATES GRIV
TCLL 20.0 Piates Inuease 1.15 TC 027 Vert(LC) n/a - n/a 999 MT20 197/144
TC�L 10.0 Lumherinuease 1.15 BC 0.17 Vert(TL) n/a - Na 999
BCLL 0.0 RepSVesslncr Yes W9 0.00 Horz(TL) 0.00 3 Na nla
BCDL 10.0 Code IRC2006/TPI2002 (Matrix) WeighL 171b FT=20%
LUMBER BRACING
TOP CHORD 2 X 4 SP No2 TOP CHORD SimcWral wood sheathing tlirectry applietl or 4-i�-6 oc purlins; except
BOT CHORD 2 X 4 SP No2 end ver5rals.
VJEBS 2 X 3 SPF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brecing.
REACTIONS (Ib/size) 1=171/4-10-6 (min.0-1-8),3=171/410-6 (min.0-1-8)
Max Hoa1=86(LC 5)
Max UpIifY3=-29(LC 6)
FORCES Qb)-Mau.Comp/Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES (5_g)
1)Wnd:ASCE�-05;90mp�;TCDL=6.UpsY BCDL=6.Ops/;h=25tl;Cat.II;E:p B;encloseQ MWFRS(low-rise)gable entl zone and GC
Eztenor(2)zone;cantilever lek and right exposed;entl vertical left and right exposed;GC tar members and forces 8 MWFRS for
reactions shown;Lumber DOL=1.fi0 pla�e gnp DOL=1.60
2)Gable requires continuous bottom chortl bea�inq.
3)This truss has been Gesigned(or a 10.�psf botlom chord live load nonconcurrent with any oNer live loads.
4)Provide mechanical connection(by others)oLW ss to bearing plate capable of�withstanding 1001b uplift aljoint(s)3.
5)This imss is designed in accorEance with the 2�Ofi Imerna0onal Resitlential Code sections R502.11.1 antl R802.10.2 and referenced
standard AN51/TPI 1.
6)1. Addi�ionai stability braang for truss system,e.g.diagonal or%-0raun9,is always requiretl. See
7) BCSI1.
e)23.It is exVemely important to propetly install temporary lateral resVaint antl tliagonal bracing,in
9) ac:ortlance with BC51-62 or using proprietary methotls(e.g.Stabilizer,etc.).
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LOADING{ps� SPACING 2-0-0 C56 DEFL in (loc) I/tleFl L/d PLATES GRIP
TCLL 20.0 Plates Inaease 1.15 TC 0.08 Vert(LL) �n/a - n/a 999 MT20 197/144
TCDL 1�.0 LumbeflnCrease 1.15 BC 0.05 Vert(TL) n/a - n/a 999
BCIL 0.0 Rep Stress Incr Ves WB 0.00 Harz(TL) 0.00 3 n/a n/a
BCDL 10.0 Code IRC200fi/TPI2002 (Matriz) Weigfit 101b FT=20%
LUMBER BRAqNG
TOP CHOR� 2 X 4 SP No2 TOP CHOR� StmcWral wootl sheathing directly applied or 2-10-6 oc purlins, ezcep�
BOT CHORD 2 X 4 SP No2 entl veNcals.
WEBS 2 X 3 SPF No2 BOT CHORD Rigid ceiling tlirectly applied or 10-0-0 oc bracing..
REACTIONS (Ib/size) 1=91/2-10-6 (min.0.1-8),3=97/2-10-6 (mirt 0-LB)
Max Horz 1=4fi(LC 5)
Max Uplifq=-16(LC 6)
FORCES {Ib)-Maz.Comp./Max.Ten.-All forces 250 pb)or less except when shown.
NOTES (6-9)
1)Wntl:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.OpsF;h=25R;Cat II;Exp B;enUOSed;MWFRS pow-rise)gable end zone and GC
Ezlenor(2)zone;wntilever left and right e.posed;end vertiral le(t antl right exposetl;GC for members antl forces&MWFRS for
reactions showrc,Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This tmss has been tlesigned for a 10.0 psf bottom chortl live load nonconcurrenl with any other live loatls.
4)Provide mechanical connection(by others)oi truss to bearing plate capable of wilhslanding 100 Ib uplift at joint(s)3.
5)Thistmss is designed in accordance with the 20061ntemational Residential Code sections R502:11.1 and R802.102 antl reterenced
standard ANSI/iPl 1.
6)1. Addilional stability brecing for tmss system,e.g.diagonal or X-bracing,is always required. See
7) BCSIt.
e)23.It is eatremely important lo propedy install temporary lateral restreint and tliagonal bracing,in
9) accordance with BCSI-82 or usinB P�Prietary methods(e.g.Stabilizer,etcJ.
LOAD CASE�S) Standartl
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LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plateslncrease 1.15 TC �029 Vert(LL) n/a - n/a 999 �MT20 iW/144
TCDL 10.0 Lumber Inaease 1.15 BC 0.18 Vert(TL) nla - n/a 999
BCLL 0.0 .Rep Siress Incr Yes WB 0.00 Horz(TL) 0.00 3 Na n/a
�BCDL 10.0 CodeIRC2006RP12002 (Matrix) WeighC�ielb F7=20%
LUMBER BRACING
TOP CHORD 2 X 4 SP No2 TOP CHORD Stmctural wootl sheathing directly applietl or 4-11-10 oc purlins,
BOT CHORD 2 X 4 SP No2 except end verticals �
WEBS 2 X 3 SPF No.2 BOT CHORD Ri id ceilin .directl a lietl or t0-
g g y pp 0.0 oc bracing.
REACTIONS (Iti/size) 1=�75/4-11-10 (min.0-1-Bj,3=175/4-11-10 (min.Pi-8)
Maa Horzt=88(LC 5)
Max Upli(q=-30(LC 6)
FORCES (Ib)-Mae.Comp/Max.Ten.-All forces 250(Ib)or less excepl when shown.
NOTES (g_g)
1)Wnd:ASCE 7-05;90mph;7CDL=6.Opsf;BCDL=6 Opsf',h=25fl;Cat.�I;Exp B',encbseQ MWFRS(low-rise)gable end zone and GC
Ezlenor(2i zone�,can�ilever lek antl right exposed;end vertical left and right exposed;GC tor memhers and forces 8 MWFRS for
reactions showq Wmber DOL=t60 plate grip DOL=1.60 � �
2)Gable requires coNinuous bottom chord bearing.
3)This truss has been designed for a 10.0 psf.botlam chord live load nonconcurrent with any other live loatls.
4)Provide mechanical connec�ion(by others)of tiuss to bearing plate'.capable of withstanding 100 Ib uplift at joint(s)3.
5)This tmss is designetl in accordance with the 2�06 Internalional Residential Code sections R502.11,1 antl R802.102 and referenced
standard ANSI/iPl L �
6)t Atltlitional slahility bracing For imss system,'eg.tliagonal or X-bracing,is always requiretl. See
� BCSIt � � �
e)23,I�is ex(remely important ro propedy install temporery laleral res[raint and diagonal bracing,in
9) accortlance with�BCSI-82.or using proprietary methods(e.g�.Stabilizer,efc.).
LOAD CASE�S) Standarii
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LOADING�(ps� SPACING 2-0-0 C51 DEFL in (IocJ I/tlefl Ud PLATES GRIP
TCLL 20.0 Plales Increase 1.75 'TC 0.08 Vert(Ll) n/a - n/a 999 Mi20 197/14a.
TCDL 10.0 Wmberincrease 1.15 BC 0.05 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep SUess Incr� Yes WB 0.00 Horz(TL) 0.00 3 n/a� n/a
BCDL 10.0 CodeIRC2006RP12002 (Matrix) Weight�0lb FT=20%
LUMBER BRACING
TOP CHORD 2 X 4 SP No2 TOP CHORD S�mctural wood sheathing directly applied or 2-1 L10 oc purlins,
BOT CHORD 2 X 4 SP Nn2 except end verticals. �
WEBS 2 X 3 SPF No2 BOT CHORD RigiA ceiling directly applietl or 10-0-0 oc brecing.
REACTIONS (�b/size) 1=95/241-10 (min.0-i-8),3=95/2-1bt0 (min.0-1-8)
Max Hoa 1=48(LC 5)
Maz UpIifC3=-ifi(LC'6)
FORCES (Ib)-Max.Comp./Max.Ten:-All forces 250 Qb)nr less excepl when shown.
NOTES (�g)
1)Wntl:ASCE 7-05;90mph;TCDl=6,Opsf;BCDL=6.Opsi;h=25ft;CaL II;.Exp B;enclosed;MWFRS Qow-rise)gable end zone antl C-C
Extenor(2�zone;canlilever lefl and right exposed;entl vertiral7etl and right exposetl;GC for members and forces&�MWFRS for
reaciions shown;Lumber DOL=1.60 plate grip DOL=1.60 �
2)Gable requires wnlinuous bottom chord bearing.
3)This imss has Deen designed for a 10.0 psf boflom chord live loatlnonwncurrent with any other live loads.
4)Provitle mechaniralbonnection(by others)of truss to bearing plate rapable of withstanding 100 Ib uplik at joint(s)3.
5)This tmss is tlesigned�in accnrdance with the 20061n�emational Resitlential Cotle sections R502.11.1 and R802,102 and referenced
stantlard ANSI/TPI 1.
fi)i. Additional stabilitybracing for�mss system,e.g.diagonal or X-brecing,is always requiretl. See
7) BCSIL �
e)23.Il is e#remey important to propetly install temporary lateral restraint and diagonal brecing,in
9) accortlance with BC51-B2 or using proprietary methods(e.g.Stabilizer,etcJ.
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