HomeMy WebLinkAbout14070067 Truss Plans _ •�
COAIShcLTIAIG LLC
DrJ Consulting, LLC
� 6300 Enterprise Lane
Madison, Wisconsin, 53719
Re: J13301575 MiTek 20/20 7.2
CAMDEN-9
The truss drawing(s) referenced below have been prepared by DrJ Consul[ing, LLC under my direct supervision
based on the parameters provided by ProBuild (Mooresville�.
Pages or sheets covered by this seaI:I6484315 thru 16484339
My license renewal date for the state of Indiana is July 31, 2014.
Important Notice:The accuracy o(the Truss Design Drawings relies upon:
1.Accurate metal plate connector design values as pu6lishedby MiTek.
2 Accurate tlesign values tor solitl sawn lumbec Design values(E,Emin,Fb,Fc,Fcperp,FL antl Fv)for solid sawn lumber antl approved,gratle stamped,
fnger jointed lumber shall be as defned by the grade slamp prior to cross cutting and in accortlance wiSh�the publishetl values of IumOer mles writing agencies
approvetl by the Board of Review of Ne American Wmber Stantlards Committee in accordance with the latest edition of ANSIlTPI i Section 6.3.
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March I1,2013
Ryan J. Dexter, P:E.
The seal on these Truss Design Drawings indicates acceptance of professional engineering responsibility for the design
assumptions as defned on this[russ design drawing, solely for[he truss component(s)depicted. The design assumptions,
loading conditions, suitability and use of this component for any particular building is the responsibility of the building
designer or owner of the trusses, per ANSI/TPI I. The responsibilities and duties of the truss designer,truss design
engineer and truss manufacturer shall be in accord with the larest edition of ANSI/TPI I Chapter 2 unless otherwise
defined by a contract agreed upon by the parties involved.
Jo�Tmss ITmssType p�Ply �CnMDEN-9
16�84315
J13301A5 GE01 GABLE � �
Job RefePenw(oplional)
�'PROBWI�,MOORESVILLE,IN Ofi158,Aamn Gartett ]T50 s Aug 25 ZfIH MiTek InEUSMes,Inc Man Mar 11 D901 C52013 Page)
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-1��a'�� 10-5-8 1458 16-t1 B 33-
1'I-0 36-fl-P
1-0-0� 10.5-8 I C-0-0-I b6-0 -{ i6-01-8 1-0-0
4x6° Scale=i69]
6.00 12
13 14 15
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B 9 ,_ �_' 'i\ 18 19
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52 51 50 49 48 4] 46 A5' 44 43 42 41 40 39 3B 3]g536 34 33 32 31 30 29 z8
3x6 I� Sx6= Sx6= 3x8 I I
iB-2d4
33-it:�
33-11-0
Plate Offsets.(X,V):_[28:0=4_4,0-1-8]„[35:02_12,Q�_4],_[45:0-2_�2,0-0=a],_(52D_4=4,0.1 B]
LOAOING(ps� SPACING 2-0-0 CSI DEFL in Qoc) I/deFl Ud PLATES GRIP
TCLL 20.0 Plateslocrease 1.�5 TC 0:15 Vert(LL) 0.00 26 Nr 10� MT20 197/�44
TCDL �0.0 Lumberincrease 1�.15 BC 0.70 Vert(TL) 0.00 27 Nr 120
BCLL 0.0 Rep SVy551ncr NO WB 026 HoaQL) 0,01 28 n/a n!a I
BCDL 10.0 CotleIRC2006/TP12002 (Matrix) Weight:1751b FT=20%
LUMBER BRACING
TOP CHOR� 2 X 4 SPF No2 TOP CHORD Stmctural wood shealhing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2 X 4 SPF No2 entl verlicals.
VJE85 2 X 4 SPFBtud BOT CHORD Rigid ceiling tlirectly applied or 10-0.0 oc bracing.
OTHERS 2 X 3 SPF No.2 VJEBS 1 Row at midpl 14-40,13-41,15-39
REACTIONS All beari�gs 33-i t-0.
(Ib)- MaS Horz 52=94(LC 5)
Max Uplift All uplift 100 Ib or less at joint(s)52,28,42,43,44,46,47,48,49.
S0,51,38,37,36,34�,33,32,31,29
Mae Grav Allreactions 2501b or less aljoint(s)52,28,40,41,42,43,44,46,47,
48,49,50,57,39,38,37,36,34,.33,32,31,30,29
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 Qb)or less except whenshown.
NOTES
1)Unbalancetl roof live loatls have been conside�ed for this tlesiga
2)WinO��ASCE 7-05;90mph;TW L=6.Opsi;BCDL=6.Opsf;h=25ft;Cat.II;Exp B�,:enclosetl',MVVFRS(low-rise)gable end zone and PC
� Estenor(2)zone:cantilever lefl anq right exposed;entl vertical left and right exposeQC-C for members antl foroes 8 MWFRSfor
reactions shown',Lumber DOL=1.60plate grip DOL=1.fi0
3)Truss tlesignea�ot wintl loatls m the plane of the tmss only. For stutls exposetl lo wintl(normal lo lhe tace),see SlanGartl Intlusiry
Gable End Details as applicatile,or consull qualifiedbuilding designer as per ANSI/TPI L � �
4)All plates are 1.Sx4�NT20 unless otherwise intlicated.
5)Ga61e requires crontinuous bottom chord bearing.
�6)Truss to be(ully sheathedfrom one faw or securely braced against lateral movement(i.e.diagonal web).
7)Gable sWtls spa;xd at 1-4-0 oc.
8)This lNss hastieen�tlesignetl for a�1�O�psf tiotlom chortl livedoatl nonconcurrent with any other live loads.
9).Ptovide mechanical connection(by others)of Iruss to bearing plate capable of withstanding 1001b uplift atjoint(s)52�,28,42,43;44,46,
47.48,49,50,51,38.37 3fi 34 33,'.32,31,29.. , �uuEP nnj ''
10)This tmss is tlesignetl in accordance with tlie 2006�.International Residential Cotle sections R502:�1.1 antl ft802.�01 and referenced �pt �//�
'stan9ar(;NSIITPI�. ) P - � Pport wncentrated load(s)1251b down and i6Jb up at ���`�`� ��SST H �Ft'/���
11 Han er s o�other conneclion tlevice s shall be mvitled suffcient to su
10-5-8 and 125Ib down"and i6lb up at 14-5-8 on top chorG. The tlesign/selection of such�wnnection device(s)is ihe responsibiliry ` .�.�';PEG ER(�`�.T�P �
�of oNers. � Q j ,9 �
= ; PE-11012220 ; =
LOAD CASE(5) Stantlartl = _
Continued on:page 2 % '��= S TEOF •?�
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March 1�1,201
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J133015]5 GE01 IGABLE � �'
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LOAD CASE�S��;Stantlard
i)Regular Lumbe�Increase=1.15,Plale Increase=1.15
Uniform Loads(pt� � �
Vert:12=-60;:2-14=-&O, i4-26=-60,2627=-60,28-52=-20
Concentratedtioatls(Ib)
Vert:-02=-125 8=-125
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st�erespcns�Iryolt�ebulGngdesignerorowneroltbetms5e5.Po�gene2lguEanwregartliBOesgnresponsiblt fE- tion,q Ity 11 torage;
Eelivery,eredion;laleal resiminl antl Oiagonal Cracing,mnsult HN51?PI 1,059-89 antl BC51(BWlding ComOOnent Sahry In(oiniaiion)available hom CONSUL�INGuc
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I6M184]1fi
J13]015J5 • GEO1B GNBLE � �.
— J�bR�ferencela f Il
PROBUILD.MOORESVILLE;IN 46158;Aaron Gartetl J Y50 s Aug 1520tt MiTek Intlusbies Inc Mon Mar N 09-OT482013 PaBe t
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� 1413 1211 �
3xB= 3xA = �BxB li
iBt�-81a11 3x4 = 3x8 = i8.24a
1t-0-8 22;6=8 33_11{1
11-4.8 11-&0 11-0-9�
_P�ate_offsets.(x,v)�_[z:o=a-1J,o-o-aj,_[s:o-2-0,0-0-o],_�e:o-z-12,o,o-a],.[9;J-s1q,a-yt s],.[i olo=a-1 s,o,aa7,.[i e�:o-o_1,ao-777,.[19:o-1-a,o-4s],_[i s:o-l-s,o-o-1 z]
LOADING(ps� SPACING 2-0-0 C51 DEFL in Qoc) UdeFl L/tl PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC �76 Vert(LL) -024 11-14 >999 240 MT20 197/iqq
TCOL 10D Wmberincrease 1.15 BC 0:65 Vert(TL) -0.73 11-14 >557 180
BCLL 0.0 ftep Slress Incr Yes WB 0.34 Horz(TL) 0.11 10 n/a n/a
BCDL t0.0 CodeIRC2006/TPI2002 (Matrix-M) Weighti761b FT=20%
LUMBER BRACING
TOP CHORD 2 X 4 SPF Na2 TOP CHORD SBuctural wood shea[hing directly applied or 2-2-0 oc purlins.
BOT CHORD 2 X 4'SPF No2 BOT CHORD ftigid ceiling tliredly applietl or 10-0-0 oc bracing.
WEBS 2 X 3 SPF No2'ExcepC
W4:2%4 SP No2
OTHERS 2 X 3 SPF No.2
SLIDER Lefl2X65PFNo22-0-O;Right2�X65PFNn22-0-0
REACTIONS (Ib/size) 2=1418/0-3-e (min.0.2�),10=1356/Mechanical
Max Ho2 2=101(LC 6)�
Maz Uplift2=-97(LC fi),�0=-66(LC 7)
FORCES Qb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1075/0,3-4=-2181/332,4-5=-196V319,�5-6=-1855/360,6-7=-1858/362,
7-8=-1964/321,8-9=-2184/334,9-10=-1078/0
BOT CHORD 2-14=-257/1867.13-t4=-53/1311, 12-13=.-53/1311,11-12=-53,'1311,10-11=-266/'1871
WEBS 6-11=-6fiA08,8-71=443/220,6-14=-64/703,4-14=-440/218
NOTES
1)Unbalanced rooF.live loads have been consideretl for Ihis design.
2)WndASCE 7-05;90mph;TCDL=6.Opsf;BC�L=6.Opsf;h=25ff;CaL II;Exp B;.encloseQ MWFRS{low-rise)gable end zone and-0-C
Extenor(2)zone;rantilever lefl and righ�exposed;entl vertical left antl righ�exposed;C-C for members and forces B�MWFRS for
reactions showqlumber DOL=1.60 plate grip�DOL=1.60
3)Truss tlesignetl(or wind loatls in t�e plane of lhe tmss only. For stutls exposed.to wintl(norma{to the face),see Standard Industry
GAble EiW'Details as applicable,or consult qualifetl building designer as pef ANSI/iPl�1.
4)All plates are 1"Sx4 MT20 unless otherwise intlicated.
5)Gable studs spacedakl'-4-0.oc. � �
6)This truss has'been tlesigned for a 10.0 psfbotlom chortl live load nonconcurrent with any other live loads.
7)Referrogirder(s)fartrusstotrussconnections. pP������i41� '
e)Provide mechanical connection(by.others)bf Iruss to bearing plate capable oF withstanding 1001b uplifl atjoint(s)Ai,45. �p� �/�
9)This truss is designed in accortlance wRh the 20061ntemationa6Residential Code sedions R502.11.1 and R8�2:102 and referencetl ��.• �pSEPk � Oj�
s�andardANSIRPfi. �Q.a. 'GiSTE'q`��"�A�!
LOA�CASE�S) Standard � e:'�� ���,�9�
_ ; PE-11072220 ; -
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Job Tmss iTmssType p�y pty � cAMOEN-9
1648431]
Jt3301515 • GE02 GABLE � �
� 'JOti Reference(optionaq
PROBWLD,MOOflESVILLE,IN Ofi159j Aaron GarteH ]250 s Aug 25 20H MiTei Inausbies,Inc. Mon Mar 11 0991'49 2013 PaAe i
ID:G11zmV_nlzzXg�l5MksOWeiw4Jp-TAP.Bm�eH Wn6msqPmegwOSMASVhEmz�_qMb0Mzc2um
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� 20-3-8
20.3-8
IOADING(ps� SPACING 2-0-0 C51 DEFL in (loc) I/deFl L/tl PLATES GRIP
TCLL 20.0 Plateslncrease 1.15 TC 0.�3 Vert(LL) -0.00 17 Nr 180 MT20 197/144
TCDL 10.0 Lumberincrease 1.15 BC 0.07 Vert(TL) -0.Oi 17 n/r 120
BCLL 0.0 Rep�Stress incr Ves WB 0.11 Horz(TL) 0.00 18 n/a n/a
BCDL 10.0 Cotle IRC2006/TPI2002 (Matris) � Weight 108 Vb PT=20%
LUMBER BRACING
TOP CHORD 2 X 4SPF No2 TOP CHORD S[rucWral wootl shea�hing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2 X 4 SPF No2 entl verticals. �
WEBS 2 X 4 SPF Stutl BOT CHORD Rigitl ceiling direcHy applietl or 70-0-0 oc bracing.
OTHERS 2 X 3SPF No2 WEBS 1 Row al mitlpt 9-26
REACTIONS q�Itiearings20-3-e.
(Ib)- Max Hoa 33=206(LC 4)
Max Uplifl All uplik 1�O lb or less at joint(s)33,18,�27,28,29,30,31,23,22,
21,20,19 exCept 32=-112(LC 5) �
Mav Grav All reac�ion52501b or less atjoinl(s)33,tB,26,27,20,29,30,31,32,
25,23.22,21,20, 19
FORCES Qb)-Max:Comp/Max.Ten.-AO forces,250 Qb)or less except when shown.
NOTES
1)Unbalanced roof live loatls have been consitlered for this design.
2)Wind:ASCE 7-05;90mph;TCDL=6.Opsf',BCDL=6.Opst;h=25fi;Ca�.II;Exp�B;enclosed',MVYFRS(low-rise)gable end zone and OC
6ctenor(2)zone',can�ilever lek and right exposed',entl vertical lefl and right exposeQGC for members and(orces 8 MWFRS for
reactions showq Wmber DOL=t60 pla�e giip DOL=1.60
3)Tmss tlesigned for wintl loads in the plane of the truss only. For stutls exposed to wintl(normal to ihe face),see Standard�lndustry
Gable End Details as applicable,or wnsult qualified building designer as per ANSIlTPI 1.
4)All plates are 1.Sx4 MT20 unless otherv+ise indicated.
5)Gable requires continuous bottom chortl bearing.
fi)�Tmss to be(ully shealhed from one face or sewrelybraced against lateral movement(i.e.diagonal web).
7)Gable studs spacedal 1-4=0 oc. �
8)This Wss has been Eesigned fo�a 10.0 psf botlom chortl live load nonconwrrent wit�any o�he�live loads.
9)P�ovide mechanicalbonnection(by others)�of Iruss lo bearing plate capable of withstanding 1001b uplifl at joint(s�33,78,27,�28,29,30,
� 31,23.22,21,.24,�'19 excePl Qt=16)32=112.
1�)This truss is tlesignetl In accortlance wilh lhe 2006�Inrernational Residentiai Code sec�ions R502.17.1 and R802.102 antl referenced ````, '�SEP'H/� �i��
standardANSI/iPl1. `,��\� �/���
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Eelivery,erection,lalerzl reslmin�anE Elagonal eraong;mnsW�NNSI?PI i,�SB-89 and BC51(6uiltling Gomponenl Salery Info�a�ion)available 6om
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Job `ITruss iTruss Type p�Pty CAMOEN-9
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J133015J5 • IGE03 `GNBLE { �
Job Reference(oplionalJ
PROBUIL�,MOORESVILLE,IN C6158,Aa�on Garzetl � ]250 s Aug 252011 MiTak In�uslnes,Inc. Mon Mar 11 09�A1'.502013 Page 1
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3] 3fi 35 34 33 32 31 30 29 28 2� 2fi 25 24 23 22 21 p0
3r8 I I 5x6= 3x8 I I
tB-2-0C
� 25_11-0
as-ii-o
Plate_Offsets,(X,YJ I_[20:0:4.4,0-1_8],_[28:0,2=4,0-0_4]„[37:0=4=4,0-1-8]�
LOADING(ps� SPACING 2-0-0 CSI OEPL i� (loc) I(tlefl Ud I PLATES GRIP
TCIL 20.0 Plaleslnc2ase 1.75 TC 0.08 Vert(LL) 0.00 �e n/r 180 MT20 197/�44
TCDL 10A Lumber Increase t.15 BC 0.06 Vert(TL) 0.00 19 Nr 120
BCLL 0.0 RepStresslna Yes WB 4:13 Horz(TL) 0.00 20 n/a n/a
BCDL �10.0 CotleIRC2006/TP12002 (Matriz) Weight�181b FT=20%
LUMBER BRACING
TOP CHORD 2 X 4 SPF No2 TOP CHORD SlmcWral wood sheathing directly applied or 6-0-0 oqpudins, except
BOT�CHORD 2 X 4 SPF No2 entl verticals. �
WEBS. 2�X 4 SPF Stud BOT CHORD Rigid ceiling tlirectly applied or 10-0.�oc bracing.
OTHERS 2 X 3 SPF No2 �
REACTIONS Allbearings25-it-�.
(Ib)- Max Ho2 37=75(LC 6)
Max Uplifi All uplifl t00 Ib or less at joint(s)37,20,31,32,.33,34,35,36,26,
25.2Q 23.22,21
Max Grav All reaction5�2501b or less atjoint(s)37,20.29,30,-91,32,33,34,35,
36,27.26,25,24,23,22,21
FORCES Qbf-Max.Comp./Max.Ten.-All forces 250 Qb)or less except when shown.
NOTES
1)Unbalancetl roof live loatls have been rAnsidered for this design.
2)Wintl'.ASCE 7-05;90mph;7CDL=6.Opst BC�L=6.Opsf;.h=25fl;Cat.II;Exp.B',enclosetl;MWFRS(low-rise)gable endzone and GC
Extenor(2)zone;cantilever lett antl righl exposed;end�vetlical left and�righl exposeQPC for members and forces&MWFRS for
reactions shown;Cumber DOL=1.60 plate grip DOL=1�.60
3)Tmss designed for wintl loatls in the'plane of tlie truss only. For stutls eaposed to wintl(normal to the face),see S�andard Intlustry
Gable End Delails as applicahle,or consult qualifed builtling tlesigner as perAN51/iPl 1:
4)All plates are 1.5x4 MT20 unless otherwise inGicated.
5)Gable requires continuous bottom chord bearing.
6)Tmss to be fuly sheattied tmm one face or securely bracetl against lateral movemenf(i.e.tliagonal web).
7)Gable studs spaced at L4-0 oc.
e)This truss'has been tlesignetl for a 10.0 psf bottom chortlAive Ioad.nonconcuirent wilh any other live loads.
9)Pmvitle mechanical connec[ion(by o�hers)of truss to bearing plale ca0able af withstanding t001b uplift atjoinl(s)37,20,31,32,33,34,
35,36,2fi;25,24.23,22,24. . . � \t`��P�l/1j /
10)This truss is designed�in accordance with the 20069nternational Residential Code sections R502.V.1 and�R802.102 and referencetl ,���� �/��
standard ANSI/TPI t. � ``� �Q H ��/��
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LOADING(ps� SPACING 2-0-0 C51 DEFL in Qoc) UdeFl L/tl PLATES� GRIP
TCLL 20.0 Plateslncrease h15 TC 0.09 Vert(LL) -0,0� 13 Nr 180 MT20 197/144
TCDL 10A l.umberincrease 1.15 BC 0.05 Vert(TL) -0.01 t3 n/r 120
BCLL 0.0 Rep Stress Incr Ves WB 0.11 Horz(TL) 0.00 74 n/a n/a
BCDL �0.0 CodeIRC20�6/TPI2002 (MatrizJ Weight681b FT=20%
LUMBER BRACING
TOP�CHORD 2 X 4 SPF No2 TOP CHORD SlrucWial wood sheathing tlirectly applied or 6-0-0 oc pudins, excep�
BOT CHORD 2 X 4 SPF No2 entl verticals.
WEBS 2 X 4 SPF Stud BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2 X 3 SPF No2 -
REACT�ONS All bearings 143-0.
(Ib)- Max Horz 24=-153(LC 4)
Max Uplifl All uplik 1001b or less�at joint(s)24,14,2q 21,22,23,18,17,16,
�5 �
Max Grav All reaclions 250 Ib or less atjoinqs)24,14;t9,2q 21,22,23,18, 17,
16, 15
FORCES (Ib)-Max.Comp IMax.Ten.-All forces 250(Ib)oF less except when shown.
NOTES
1)Unbalanced roo(live loadshave 6een considered br this design.
2)Wind:ASCE 7-05;90mph;TW L=6.Opsf;BCDL=6.Opsf,�h=25fl;Ca�.II;Exp B',enclosed;MWFRS(low-rise)gable entl zone and C-C
EAenor(2)zone;cantilever lek antl�ight exposed;entl vetlical lek antl.righl exposed;GC for members antl forces&MWFRS for
reactions shown;Wm6er DOL=t60 plate grip DOL=1.60
3)Tmss tlesignetl for wind loatls intM1e plane o(the�mss only. For stutls ezposed to wintl(normal to Ihe.face),see Standartl Intlustry
Gable Entl Details as appliwble,or wnsult qualifed building designer as per�ANSI/TPI 1.
4)Gable requires continuous bottom chord bearing.
5J Tmss to be fWly sfieathed hom one face or securely braced against lateral movement(i.e.Aiagonal web).
6)Gable sNtls spacetl a�1-4-0 oc:
7)This truss hasbeen designed for a 10.0 psf bottom chortl�ive load noncohcurrent with any other live loads.
e)Provide mechaniral connection(by o�hers)of tmss ro�beaiing plate capable of withstantling 100db uplifi zt joinqs)24,14,20,21,22,23,
tB,17,16. 15. � . .
9)This Uuss is designed in accortlance with the 20069ntemational Resitlential Code sections R502.11.1 antl R802�02 antl referenced
standardAN51RP11. `` \\'OIHIIitp/(O�'',''
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LOADING(ps� SPACING 2-0-0 LSI DEFL in (lac) IltleFl Lld PLATES GRIP
TCLL 20.0 Plaleslncrease 1.15 TC 0.08 Vert(LL) 0.00 14 n/r 180 MT20 197/144
TCDL 10.0 Lumberincrease 1.15 BC 0.06 Vert(TL) 0.00 15 n/r 120
BCLL 0.0 RepStresslncr Ves WH 0.07 Horz(TL) 0.00 i6 n/a n/a
BCDL '100 CodeIRC200fi/TPI2002 (Ma�rixJ Weigh�:B51G FT=20%
LUMBER BRACING
TOP�CHORD 2 X 4 SPF No2 TOP CHORD Stmctural wood�sheathing.directly applied or 6-0-0 oc purlins, except
BOT CHORD 2 X 4 SPF No2 entl veNcals.
WEBS 2 X 4 SPF SNd BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2 X 3 SPF No2
REACTIONS PII bearings 20-7-0.
(16)- Maz Horz 29=-63(LC 7)
Max Uplitl All upliR t00 Ib or less atjoint(s)29,i6,24,25,26,�D,28,22,20,
19.18, i7
Maz Grav All reaclions 2501b or less atjoint(s)29,i6,23,24,25,26,27,28,22,
20,19.18,17
FORCES Qb)-Max.Comp/Max.Ten.-All Porces 250 Qti)or less except when shown.
NOTES
�)Unbalancetl roo(live loads have been consideretl for this design.
2)Wmd':ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf;h45tl;Cat.II;Exp B',enclosed',MWFRS(low-rise)gable end zone and C;C
Extenar(2)¢one;cantilever lek and"right exposetl.;end vetlical IeR and right exposed;GC for members and fomes 8 MWFRS!or
reac[ions shown;Lumber�OL=1.60 plate grip DOL=1.60
3)Tmss tlesigned for windioads in�he�plane o!ihe truss only. For.studs exposed to wintl(normal to the face),see StanGard Indusiry
Gable End Oetails as appli�able,or mnsult qualified'building designer as perANSI/TPI�.
4)All plates are 1.Sx4 MT20 unless otherHise intlicaletl.
5)Gable requires continuous botlom chord beanng.
6)Tmss to be fully sheaNetl from one face or sewrely breced against lateral movement(i.e.tliagonal web). �
7)Gable sWtls spaced att-4-0 oc.
e)This truss hasbeen tlesigned for a10:0 psf bottom choFtl live load�nonconcurrent wilh any olher live loatls.
9),Provide mechanical conneclion(by othefs)of truss to bearing plate�capable of withstanGing�OO lb uplift atjoint(s)29,16,24,25,26,27,
2Q 22,24 19.�18,17.
'o)talndartl ANS Rp��d imaccordance with'lhe 2006intemational Residenlial Cotle sections R502.iL1 antl R802.102 antl referenced ```�.�``�pSEPH����o,�
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BCLL 0.0 Rep Stress Ina YES WB 0.00 Hoa(TL) 0.00 4 n/a n/a
BCDL 10A Code IRC2006/TPI2002 (Matrix) Weight 771b FT=20%
LUMBER BRACING
TOP CHORD 2 X 4 SPF No2 TOP CHORD StmcWral wootl sheathing directly applied or 6-0-0 oc pudins, except
BOT CHOftD 2%4 SPF No 2 entl.verticals.
WEBS 2 X 3 SPF No2 BOT CHORD Rigitl ceiling directly�applied ort0-0-0 oc bracing.
REACTIONS (Ib/size) 4=245/6-4-4 (min.�0-i�-8),2=315/6-4-0 (min.0.1-e)
Max Horz 2=57(LCS)
Max Uplift4=-22(L.0 6),2=-52(LC 4)
FORCES Qh)-Max.Comp./Max:Ten.-All forces 250 Qb)or less except when shown,
NOTES
i)Wind:ASCE 7-05;90mph;TCOL=fi.Opsf;�BCDL=6,Opsf',h=25ft;Catll;Exp B;enclosed;MWFRS Qow-rise)gable endzone and GC
E#enor(2)zone;cantilever lett and right exposed;end vertiwl left and.righlexposed;GC for members and forces�&MWFRS for
reactions shown;Lumber DOL=1.60plate grip DOL=1.60
2)Tmss designetl for wind loads in the plane of ihe tiuss only. For stutls exposed lo wind(normal to the face),see Stantlartl Industry
Gable End Detals as applicable,or consult qualified bui�tling designer as per ANSI/TPI�.
3)Ga61e requires coNinuous bottom chord bearing.
4)Gable stutls spaced at 1-4-0 oc.
5)This Imss has been designed tor a 10.0 psf 6ottom chord liveload nonconcurrent with any o�her live loads.
6)Provitle mechanical connection @y others)oElmss lo bearing plate capable of.withstanding 1001b uplifl aljoinl(s)4,2.
7)This tmss is designed in accordance wilh�he 2006 Intemational Resitlential Code sectionsR502.11.1 antl R802.102 and referencetl
stantlartl ANSIITPI L �
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TCDL 10.0 Lumber Inuease 1.15 BC 020 Vert(TL) 0.02 1 Nr 120
BCLL 0.0 Rep Stress Incr VES VJB 0.00 Horz(TL) 0.00 4 n/a n/a
BCDL 1�.0 CotleIRC2006/TPI2002 (Matrix) WeighL121b FT=20%
LUMBER BRACING
TOP CHORD 2%9 SPF No2 TOP CHORD SlrucWral wootl sheathing directiy applietl or 4-4-4 oc putlins, ezcep�
80T CHORD 2 X 4 SPF No2 entl veNCals.
VJEBS 2 X 3 SPF No.2 80T CHORD Rlgid ceiling directly applied or 70-0-0 oc brocing.
REACTIONS (Ib/sae) 4=163/4-0-0 (min.0-LB),2=237l4-44 (min.0.1-8)
Max Horz 2=40(LC 5)
Maa Uplift4=-13(LC 6),2=-47(LC 4)
FORCES Qb)-Max.Comp/Max.Ten.-Ail forces 250(Ib)ot less excepl when shown.
NOTES
1)Wntl:ASCE 7-05�,90mph;TCDL=6.Opsf BCDL=6,Opsf;h=25tt;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone antl GC
6ctenor(2)zone;cantilever lek antl righ�exposed;end vetlical lett and righl exposed;C-C for members and forces 8 MWFRS/or
reacGOns shown;Lumber DOL=1.60 plate gnp DOL=1.60
2)Truss designetl(or wind loads in the plane of the Vuss onty. For sNds eaposed to wintl(normal to the face),see Standard Industry
Gable Entl Details as appliwble,or consult qualifetlbuilding designer as per AN51/TPI 1.
3)Gable requires mntinuous bottom chord bearing.
4)Gable stutls spa�zd at 2-0-0 oc.
5)This Wss has been tlesigned for a 10.0 psf bonom chortl live load nonconwrrenl with any other live loads.
6)Pmvide mechaniwl connedion(by oi�ers)of truss to bearingplate wpable of withstantling 100 Ib uplifl at joim(s)4,2.
7)Beveletl plate or shim requiretl to provitle full bearing surtace with Imss choitl at Join�(s)2.
8)T�is iruss is designetl in accordance wilh lhe 2006 Intemational Resitlential Code sedions R5�2.71.1 and R802.102 antl referenced
standartl ANSIliPi 1.
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Job Tluw ITruss Type Ory Ply UMDEN-9
16a0a313
J133015]5 • GHO IMOnopilNTrvzs � �
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PROBUILO,MOORESVILLE,IN 06158,Neion Garrett ]250 s Aug 25 00H MiTek InJUSines,Inc Mon Mar 11 09:01'S41013 Page i
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TCLL 20.0 Plates Increase 1.15 TC 0.07 Vert(LL) 0.00 1 Nr 1B0 MT20 197/144
TCDL 10.0 Lumberinuease 1.15 BC 0.04 Veh(TL) -0.00 1 Nr 120
BCLL 0.0 Rep Stress Inu VES VJB 0.00 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 CotleIRC2006lfP12002 (Matrix) Weight6lb FT=20%
LUMBER BRACING
TOP CHORD 2 X 4 SPP No2 TOP CHORD StmcWral wood sheathing direIX�y applied or 1-11-8 oc pudins, ezcepi
BOT CHORD 2 X 4 SPF No2 end veN�als.
WEBS 2 X 3 SPF No2 BOT CHORD Rigitl ceiling tliredly applied or 10-0-0 oc bracing,
REACTIONS (�b/size) 4=58/1-11-8 (min.0-1-e),2=150/1-iL9 (min.0-�-8)
Max Hoa 2=3o(LC 5)
Max Uplifl4=-2(LC 5),2=-44(LC 4)
FORCES (Ib)-Max.Comp/Maz.Ten.-All forces 250(Ib)or less except when shown.
NOTES
1)Wntl:ASCE 7-05;90mph;TCDL=6.Opst;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone antl GC
Eztedor(2)zone;wntilever lefl and nght exposed;end vertical left antl nght exposed;GC for membere and fo¢es 8 MWFRS for
reactions shown;Lumber DOL=1.60 plare gnp DOL=1.60
2)Truss tlesigned fo�wind loatls in I�e plane of the truss only. For sNds ezposetl�o wintl(normal to ihe face),see Standard Indus[ry
Gable End Delails as applicable,or cansult qualifretl builtling tlesigner as perANSI/TPI 1.
3)Gable reqwres continuous bottom chortl bearinq.
4)Gable stutls spaced at 2-0-0 oc.
5)This truss has been desi9ned(or a 10.0 psf bottom chord live loatl nonwnwrtent with any other live loads.
6)Provitle mechanical connection(by others)of truss to 6eanng plate wpable of withstantling 10o Ib uplifi atjoint(s)4,2.
7)This ituss is designed in accordance with ihe 20061ntemational Resitlential Code sections R502.11.1 antl R802.101 antl referenced
standartl ANSI/TPI 1.
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LOAPING(ps� SPACING 2-0-0 C51 DEFL in (loc) Vdefl UE PLATES GRIP
TCLL 20A Plalesinuease 1.15 TC 0.34 Vetl(LL) 0.01 ] Nr 180 MT20 19I/144
TCDL 10.� WmOerinaease 1.15 BC 0.P5 Vetl(TL) 0.03 ] Nr 120
BCLL 0.0 RepSiresslna VES WH 0.13 Horz(TL) Oat 8 nla nla
6CDL 10.0 Cotla IRC2006/TPI2002 (Matnx) Weig�t421b FT=2p%
IUMBER 6RACING
TOG CHORO 2 X d SPF No 2 TOP CHORD Slrutlural wood sM1eat�ing tlirecVy,applietl or6-0-0 oc purlins, excepl entl vetlicals.
BOT CHORD 2 X C SPF No2 BOT CHORO Rigid ceiling tlireclly appliatl or 10-0-0 oc�radng.
WE65 2Xd5PF5Wa
OTMERS 2%3SP?NO2
REACTIONS All beanngs 13-i t-�.
(Ib)- Mev Horz 12=d7(LG])
Maa Uplill All upOM1 t001E or less atjoint(s)12,8,11,9 excep110=-36]�LC 1)
MaxGrav Allreac�ions2501EOrlessatjoint(s)10excep112=329�LC1�,8=329�LC1�,i1=G)1�LC10),9=4]t(LC11)
FORCES (10)-Mae.Gomp/Max.Ten.�HII torcas 250(I�)o�less except wlien s�own.
TOF CHORO 242=333/159,2d=J021111,3-9=-3031197,4-5=-303/19],56=-302I111,6A=-333I159
WEBS 4 4 0=-24213]2.3-11=-930I1]].5-9=-330/1]] �
NOTES
1�Unbalanretl roo(live Icatls�ave been wnsitlered for this tlesign.
2)Wintl'.FSCE l-05;90mph;TC�L=6.Opsi;BC�L=B.Ops(h=25tl',�Cal.II',F�p B',encloSeE',MWFRS(low-nse)gable entl zone anC GC Fxtenor(2)zone;cznWever le�l
ana ng�t expaseE;enE ve�iwl lefi antl nght expo5ea�,GC lor memEers ana lorces 8 MPoFRS for reactions sliown;LumEer�OL=1 60 pla�e gnp DOL=1 60
3)Truss Cesigned fot win]IaaES in Vie plane ot Ne Wss only. For slutls exposetl to vnntl(no�mal�o�he faca),see Stan�artl Induslry Gable Entl�etails as apPlita�le,
or mnsull quahfea�uilding tlesigner as per AN51/iPl i. �
4)Ga01e requires fAnlinuous boVOm tAO�tl�earing.
5)Truss lo Oe tuliy sM1eaPetl imm one face or semrety bracad againsl lateral mavemeni(i.e.tliagonal weC).
6)Ga�le s1uGS sparqa a�1-4-0 oc.
])This imss has�een designetl for a ID 0 ps(�ottom chortl Ilve loatl nonconcurranl wi0t eny ot�er live loatls.
8)PmviGe merhanicel wnnedion(Ey ot�ers)of Iruss to beanng pla�e wpable ol withstanEing 1�O ID uplifi aljoint�s)12,8,1 t,9 except��=IE�ID=36].
9�Bevelea pla�e ar s�im mQUUed�o proviEe NII Oeannq surtece with Imss chorE et joim(s)10.1 I,9.
10�This Wss is Cesignee in eccortlanfa wit�tM1e 20061ntemetional ResiEential Cotle sedions P.502.11.1 ana R802J02 antl reference0 stanaartl ANSI/TPI 1.
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I6C04]35
PROBUILD.MOORESVILLE,IN C6158.Aamn Gartetl I250 a AuB ZS 3011 MiTek InEus�nes,Inc. Mon Mar 11 099t5fi 20t 3 Pege 1
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LOADING(ps� SPACING 2-0-0 C51 DEFL in (loc) UGefl L/d PLATES GRIP
TCLL 200 Plateslncrease 1.15 TC 072 Vert(LL) -0.06 5-6 >999 240 MT20 197/744
TCDL 10.0 Lumberincrease 1.15 BC 0.53 Vert(TL) -0.14 5-6 >999 t80
BCLL 0.0 Rep Stress Incr NO WB 078 Hoa(TL) 0.02 4 n/a n/a
BCDL 10.0 Code IRC2006/TPI2002 (Matriz) Weight 19316 FT=20%
LUMBER BRACING
TOP CHORD 2 X 4 SPF No2 �� TpP CHORD Simctural wood sheathing direcUy applied or 4-11-0 oc purlins.
BOT CHORD 2 X 70 SYP No.i BOT CHORD Rigid ceiling Oirectly app�ied or 10.0.0 oc bracing.
WE65 2 X 4 SPF S�utl
WEDGE
Lefl:2 X 8 SVP D55,Right 2 X B SVP D55
REACTIONS Qb/size) 2=4598/0-3-8 (mia 0.2-17),4=4471/0-18 (min,0.2-10)
Mau Horz 2=140(LC 4)
Max Uplifl2=-281(LC 5),4=-247(LC 6)
FORCES (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-5618/350,3-4=-5610/34J �
BOT CHORD 2-8=-200/4217,8-9=-200/4217,6-9=-200/4217,fi-10=-129/2821,10-11=-129/2821,
5-11=-129I2821.5-12=-187/4217.12-13=-187/421 i,413=487/4217
WEBS &5=-185/3591,3-6=-184/3607
NOTES
i)2-ply Vuss to be mnnected toqether with 10tl(0.131"x3")nails as kllows:
Top chartls wnnectetl as follows:2 X 4-1 row at 0-9-D oc.
Bottom chortls connected as follows:2 X 70-2�rows at 0-7-0 oc.
Webs mnnectetl as Follows:2 X 4-1 row at 0.9-0 oc.
2)All loatls are mnsi0ered equally applied to all plies,except if noted as hont(F)or back(B)face in Ihe LOAD CASE(S)setlioa PN�o pty
conneIXions have been provitleG ro distribute only loatls noted as(F)or(B),unless otherxise indicated.
3)Unbalanced mof live loads have been consitlered for Ihis tlesign.
a)Wnd:ASCE 7-05;90mph;TCDL=6_Ops(;BW L=6.Opsf;h=25ft;Cat II;Ezp 8;enclosed;MVJFRS Qow-nse)ga01e end zone;cantilever
left antl righ�exposed;entl vertical lefl and ngtit exposetl;Lumber DOL=1.60 piate grip DOL=1.60
5)This lruss has been designetl for a 10.0 psf botlom chord live load nonconwrren�wiN any olher live IoaGS.
6)Provitle mechanical connection(by others)of tmss to bearinq plate capa6le of withstanding 10016 upli(t atjoinqs)excepl Qt=1b)2=287, ` �SEPH�� �/�
a=zaz ``��0 ri��i
7)This Iruss is designed in accordance wil�the 2006 Intemational Resitlen0al Code sedions R50211.1 and R802.10.2 ane referenced ��� � 0 �
stantlard ANS�/TPI 1. `\� 'a.:'G1ST�R yF"�,j.�'
8)Hanger(s)or oNer connection device(s)shall be pmvided suKcient�o support concentrated IoaO(s)t317 Ib down antl 761b up at � �P�,Q� �Op4 �
2-0.72,131710 davn and 7fi Ib up at 4-0.12,1317Ib tlown and 76Ib up al &U-12,1317Ib tlaxn antl 76Ib up a� 8-0.12,antl 1317Ib �Q; ;9 �
down anE 761b up al 10-412,antl 13171b down antl 761b up at 72-0.12 on botlom chord. The design/selection of such connection � ; PE-11O1Y22O ; =
device(s)is the responsibiliry of o�hers. _ _
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Uniform Loads(pl� �
Vert: 1-7=60,2-7=-20,2-3=-60,34=-6Q 2-4=-20
Concentrated Loatls(Ib)
Vetl:B=-1317(B)9=-1317(B)10=-1317(B)11=-1317(Bj12=-1317(B)13=-1317(B)
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Job ' T�uss ITmss Type Q�y PIy CAMOEN-9
I608<]16
J13301515 MOt IMONOPITCHTRUSS ] 1
Job Reference(oplional)
PROBUILO,MOORESVILLE,IN<6158,Aaion Gartetl "l250 5 Aug 25 2011 MiTek InEUZines,Inc. Mon Mar 11 09'Ot59 3013 PaBe 1
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LOADING(psn SPACING &0-0 C51 DEFL in (loc) I/tlefi Ud PLATES GRIP
TCLL 20.0 Plales Increase L15 TC o.97 Vert(Ll) 0.13 2-5 >571 2a0 MT20 197/144
TCDL 10.0 Lumber Increase 1.75 BC Q24 Vert(TL) -0.15 2-5 >496 180
BCLL 0.0 Rep Siress Incr Ves WB 0.00 Hoa(TL) 0,01 7 n/a n/a
BCDL 100 CodeIRC2006/TPI2002 (Matriz) Weight1816 FT=20%
LUMBER BRACING
TOP CHORD 2 X 6 SPF Na2 TOP CHORD Struclurai wood sheathing tlirectly applied or fi-0-0 oc pudins, ezcept
BOT CHORD 2 X a SPF No.2 end verticals.
WEBS 2 X 4 SPF Slud BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bradng.
OTHERS 2X6SPFNO2
REACTIONS (Ib/size) 2=320/0.3-8 (min.0-1-e),7=210/0-1-e (min.0-1-8)
Max Hoa 2=48(LC 5)
Maz Uplitt2=-107(LC 4),7=-54(LC 6)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES
1)Wnd:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsh,h=25fl;Cat.II;Exp B;enclosed;MUJFRS Qow-rise)gable end zone and C-C
Eaterior(2)zone;canlilever lek antl right exposed;end vertiwl leff and right exposed;porch lett and nghl exposed;GC for members and
fotces 8 MVJFRS tor reacYions shown;Lumber DOL=1.6U plale gnp DOL=1.60
2)This imss has been designetl for a 10.0 psf bottom chortl live load�nonwncurrent with any other live IoaOS.
3)Bearing atjoint(s)7 consitlers parallel to grain value using ANSIRPI 1 angle to grain formula. Builtling designer shoultl venry capacity
of bearing surtace.
4)Pmvide meclianiql wnnection(by others)of truss lo bearing plate al joint(s)?.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding t001b upiik atjoint(s)7 except Qt=1b)
2=107.
6)This truss is tlesigned in accortlance with the 20061nlemational ResiEential Code sections R502.11.1 antl R802.102 and referenced
stantlard ANSIlrPI 1.
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TCLL 20.0 Plates Increase 1.15 TC 0.07 Vert(LL) -0.00 2 >999 240 MT20 197/144
TCDL 10.0 Lumberincrease 1.15 BC OA4 Vert(TL) -0.00 2-4 >999 180
BCLL 0.0 Rep Stress Inv VES VJB 0.00 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 CodeIRC2006/TPI2�02 (MaUix) WeighC6lb FT=20%
LUMBER BR4CING
TOP CHORD 2%9 SPF No2 TOP CHORD Stmctural wootl sheathing drectly applied or 141-e oc purlins, except
BOT CHORD 2 X 9 SPF No,2 end verticals.
WEBS 2 X 3 SPF No.2 BOT CHORD Ripid ceiling tlireclly applied or tU-0.0 oc braang.
REACTIONS (Ib/size) 2=152/0-3-e (min.0-LB),4=56/0-1-e (min.0-1-8)
Max Horz 2=30(LC 5)
Maz Uplifl2=45(LC 4),4=-2(LC 5)
FORCES Qb)-Max.Comp./Maa.Tea-All 6rces 250 Qb)or less except when shown.
NOTES
1)Wnd:ASCE 7-05;90mph;TCDL=6.OpsY,BCDL=6.Opsf;h=25tl;Cat.II;Exp B;enclosed;MVJFRS pow-rise)gable entl zone and C-C
E#erior(2)zone;cantilever left and�right exposetl;end vertical lek antl right exposed;GC for members and forces 8 MWFRS for
reactions shown;Lumber DOL=1 60 plate gnp DOL=1.60
2)This Iruss has been tlesigned for a 10.0 psf botlom chord live load nonwncurtent with any oNer live loatls. •
3)Bearing atjoint(s)4 consitlers parallei to grain value using ANSUTPI 1 angle to grain�formula, Building designer should veriy capacity
of bearing surtace.
4)Provide mechanical connection @y others)of Wss to beanng plate at joinqs)0.
5)Pravitle mechaniwl connection @y others)of wss to beanng plate capable of withstanding 1�016 uplift at joinrys)2,4.
6)This buss is designetl in accordance with the 2006 Intemational ResiOentia(COde sections R5�2.11,1 and R802.102 antl referenced
stantlartl ANSI/TFI 1.
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LOAOING(psQ SPACING 2-0-0 C51 DEFL in (loc) I/Oell IJa P�1E5 GRIP
TCLL 20.0 Plateslnaeasa 1.15 TC 0]8 Vert(LL) -0291346 >999 240 MT20 19)I1G4
TCDL 10.0 Wmberinaeese 1.15 BC 0.93 Vetl�TL) -0.921346 >43] 180
BCLL 00 Rep S�ress lna Ves WH D35 Ho¢(TL) 0.11 12 Na Na
BGDL t0A Cotle IRQOO6RPI200P (MaViv) Weig�t 1PIb PT=20%
LUMBER BRqCING
TOP CHORD 1%4 SPF No2 TOP CHORD SVUdural waaE s�ea�hing tliredly applie0 or2-2-0oc purlins, eecept enG verticals.
BOT CHOftD 3 X a SPF No2 BOT CHORD Ri itl ceilin direpl a IieO or 2-
WEBS 2 X 3 SPF No YE�capP 9 9 Y PP Y�oc�raang.
6-13,646�.2%4 SP No2,2-1],10�12:2%6 SPF No2
REACTIONS (I�ISize) 11=1411/0-3A (min.043�,12=1412/03-8 (min.OQ-3)
Mas Horz 1]=95�LC 5)
Max Llplltt 1]=-103(LC 6�,12=-103��C l)
FORCES (Ib)�Max.Canp/Max.Ten.-All torces Y50(IO)or less e�cept when s�own.
TOP CHORD 23=-]53I0,3-a=-21111322,45=�1886rl09,5b=-1]84I�50,6-0=4]BAI350,7d=48861J09,8�9=-211 113 2 2,9-10=-]53I0
BOT CHORO 16-1]=.14511]86,1546=-2I12]<.1<45=-2/12�0,13-16=2/12�4.1243=445/1]B6
WE85 6-13=-SB/659,8-13=-410216,6�16=�58?>59,9-16=-410I216,3-1]=4B89I568.94 2=4 889156 8
NOTES
1�Unbalanced roo�live IoaES have Eeam m�sitleretl/or t�is Cesign.
2��NhnB.ASCE 7-05;HOmph',TCOL=8 Ops(BCOL=6 Opsf,h=25R,Cat If,Exp B',enGOSetl',MWFRS(low-nse)Beble entl zone antl GC Exterior(2)zone;canlilever left
entl righl axpose0;end vertical lefl antl right exposed;GC(o�members antl forces 8 MWFft5/or readions s�avm',Wmpe�DOL=1.60 plale gnp DOL=1.60
3)T�is Iruss�es�een tle5igneG br a 10 0 psf�otlom chorG live IoaG nomm�curtenl w�th any oV�er live loatls.
4)Pmvide meManiwl cmnedion�Dy o�M1ers)ot Iruss b OeannB P�ate t'a0a��e o(wilbstantling 10010 uplifi atjoint(s�excep�U�=ie)i)=10],4=103,
5)Tnis wss is Oesigne0ln acmrdanca m�b t�e 2Wfi In�emational ResiOential Coae sections R502.11.1 antl RB02.10.2 an0 reterenceE standartl ANSIRPI 1.
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LOADING(psf) SPALING 2U-0 C51 DEFL in Qx) I/Oefl Utl PL4TE5 GRIP
TCLL 200 Pla�eslnvease 1.15 TC 0]8 Vetl�lL) -0281245 �999 24� MT2� iWlldd
TCDL 10.0 Lumberinvease 1.15 BC 093 Vert(T�) -0.9112-15 >A44 1B0
BCLL 0.0 RepSlresslncr Ves WB p35 Horz�T�) 0.11 11 n/a Na
BCOL ID.0 LoOeIRC2006/�Pp002 (MaVix) WeighC1261� FT�=20%
WMBER BRALING
TOP CHORO 2%A SPF No2 TOP CHORD Slrupural woaE s�eal�ing diredly apP�ieE or&2-0 oc purlins, except entl verticals.
BOTCHORD 2X45PFNO2 60TCHORD RigitlrellingtlireqlyapPlieGOrR2-0oc�raang.
WEBS 2%3 SPf Na2'ExcepP
6-12,6-1:2 X 4 SP No2,2-16,10-11'2%6 SPF No2
REACTIONS (Ib/sire) 16=1413I03-8 (min.0-2-3),11=133]/Mechaniral
Max Horz 16=108�LC 5)
Max UpliF 16=-103(LC 6),11=b4(LC l)
FORCES (IE)-Max.Comp IMax.Ten.-AO forces 250 Qb)or less excepi when shown.
TOP CHORD 2-3=454I0,3-4=-2113/323,<-5=-188&310,5E=4]8]/351,6-]=-1191I353,��=�1893/i12,8-9=-2119/J25,9-10=-]]2/0
BOTCHORp 15-16=-1]9/1]88,tAdS=-3]/1216,13-14=-3]/12]6,R-13=d]/12]6,1142=-107/1]95
WEBS fi-tY-bt/666.8-12=-<15218,645=-58,559,G45=a10R16,3-16=-18801569,9-01=-1831154]
NOTES
i)LlnDalancetl mof live�oeds have�eem m�siDereO for Ihis Eesign.
2)WSnQ ASCE]-05;90mph;TWLXi.Opsl,9WL�'i.�psf;h=25(C,Cat II;Eep B;enGOSeq MN'FRS(low-nse)Bable end zone ana GC EAenor�2)zone;cantilevar left
an0 nght e�posetl;enE veniral lefl antl nght expased;GC tor members antl forces 8 MWFRS for reaclions s�own'Wmbe��OL=1 60 plale gnp DOL=1 60
3)This huss has�een desiB�etl for a 10.0 psf�oflom choM liva Iwa nonconcurrenl with eny ofier live loaas.
4)Reler to girtlerts)Por Imss to tmss connections.
5)PmhOe meManiral mnnecnan(Gy oNers)oRmss m�eanng Plale capaEle o�wi�hslantling 1401b uplift at joint�s)11 except Q�=1b)16=103.
6)T�is tmss Is 4esigne0 iv acmMan�wi�M1 tpe 20061ntemalionel Residen�iel Cotle sections R5�2.H.1 and R802.102 an0 re�erencetl stentlara AN51/iPl 1.
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Plate ORSeIS(�1�_�14�D-2-B,Edge7,[1I:0.2-B,Etlge]
lOADING(psn SPACING Y-0-0 CSI OEFL in Qac) Iloep Lltl PLATES GRIP
TCLI 20.0 Plates In�ease 1.15 TC 0.68 Vetl�LL) -0.31 13-i6 >999 2Y0 MT20 19]/tAY
1CDL 100 WmEerinaease 1.15 BL 0]9 Vetl(TL) -0.9fi 1346 �418 180
BCLL 00 Rep5lresslncr Ves WH 040� Horz(TlJ o.11 12 nla n/a
BCOL 10.0 Code IRC20061rG12002 (MaVi) WeigM:lS�lb FT=20%
LUMBER BRACING
TOP CHORD 2 X C SVP No.1 TOP CHORD SVUaural wootl sneat�ing airecuy appliea or2-2-0 w punins, except ena veniwls.
BOTCHORp 2X45VPNOJ'ExcepP BOTCHORD RigiticeilingEirecllyapplie�or2-P-0ocbraung.
1445:2 X 4 SPP No 2
WEBS 2 X 3 SGF No2'ExwpC
6-13,fi46'.2%d SP No2,2-11,10-12:2%6 SPF No2
REACTIONS pWS¢e) 1]=1591/03-8 (min.0-td4),12=15a3/0-3-8 (min.0442�
Max Hoa 1]=95(LG 5)
Max UpbM t 1=-11](LC 6).12=-111�LC])
FORCES (IE)-Max.Comp.IMan.Ten.-All forces 250(IE)or lass except when sM1Own.
TOP CHORp 2-3=-8]6/0,3-0=-24431J63,048=-22a8/349,5-18=-2091I350,5-19=40501359,649=4883/3]6,
84=1859/3]2,]-8=-20631331,8-9=21851343,940=189I0
BOT CHOR� 16-A=4822089,1546=-25I1d59,1445=25I1459,13-0d=2511459,12-1J=-16311936
WEBS 6-13=-54I625,0-13=-3]5212,6-16=40/]58,446=-525231.3-17=-2041/5]5,9-12=-i99615]0
NDTES
1)Unbalancetl roof live loatls�ave beem m�sitleretl lor this tlesign.
2�Nhna:ASCE 7-05;90mph;TC�L=fi.Ops(BC�L=6.Opsf,M1=25fl;Cal.II;Enp B;enUOSeO;MVJFRS(low-nsa)gaEle ena zone antl GC Estenoq2)zone;wnlilever�efl
antl rigM enpose0;enG venitel lefl anJ ngM1t esposeB,GC for members an0 fo¢es 8 MVVFRS Por reacfions shmvq W mbar DOL=L60 plele gnp OOL=t 60
3)This imss M1as�een Designetl�o�a IDD pst botlom chor0 live loatl nonCOncuRen�wi1M1 any o��er IivB Io245.
4)Provitle metlianical connection(Oy oNers)oi Vuu to�eanng plate capa�le of w,NStanding 1001L upliX at joinl(s)excep���=1D)1)=11],12=111.
5)Tliis vuss is tlesignetl inacmr0enw with Ne 20061ntema�ional ResiGential CoEe sedions R502.tt1 anC R0�2.10.2 anE re/erenceE staneartl ANSIRPI 1.
fi)Hangeqs)or olhar connection davice(s)s�all�a provi0etl suffaent to suppoil concenlraletl IwE(sJ 12510 tlown and161C op at 10-5-e,entl 1251b tlown antl i61b up
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PROBW LD,MOORESVILLE,IN db15B,Aaron Gerzetl ]250 s Aup 25 20H MiTeA IndusVies.Inc Mon Mar 11 0995012013 Page 1
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LOAOING(ps� SPACING 2-0-0 CSI OEFL in (loc) I/defl UE PLATES GRIP
TCLL 20.0 Plates IncreaSe 1.15 TC 0.66 Vert(LL) -0.16 9-10 >999 240 MT20 197/144
TCDL 70A Lumberincrease 1.15 BC 0.58 Vetl(TL) -038 9-10 >616 180
BCLL 4� Rep Stress Inv Ves WB 0.24 Hoa(TL) 0 02 7 n/a n/a
BC�L 10A Cotle IRC2006/TPI2002 (Matrix) Weig�i:721b FT=20%
LUMBER BRACING
TOP CHORD 2 X d SPF No2 TOP CHORD SimcNral wootl sheathing directly applietl or 4-6-12 oc purlins, except
BOT CHORD 2 X 4 SPF No2 end verticals.
WEBS 2%3 SPF No2'EzcepC BOT CHORD Rigitl ceiling di�eclly appiietl or 10-0-0 oc bracing.
W4.W1:2 X 4 SP Na2
REACTIONS Qb/size) 10=859/0-3-8 (min.04-e),7=786/MeUanical
Max Ho2 t0=219(LC 5)
Max UpliR10=65(LC 6),7=-28(LC 7)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less ezcept when shown.
TOP CHORD &3=909/119,3-4=-695/130,4-5=-673/129,5-6=-888/�18,6-7=fi67/103,
2-10=440/144
BOT CHORD 9-10=-54/633,&9=-0/610,7-8=0/610
WEBS 4-9=-41/47t
NOTES
1)Un6alanced roof live loads have Oeen considered for this tlesign.
2)Wnd:ASCE 7-05;90mph;TCDL=6.OpsY BCDU6.Opsf;h=25ft;Cat.II;Ezp B�,enclosetl;MWFRS(low-rise)gable end zone and GC
Extenor(2)zone;canlilever lett antl right exposed;entl vertical lett and nght exposeQFC for members antl forces 8 MWFRS kr
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)This iruss has been designed for a 10.0 psf bottom chord live loatl nonconcunent with any other live loads.
4)Refer to girtler(s)for tmssto Uuss mnnections.
5)Pmvitle mechanical wnnection(by others)of wss ro beanng plate capable o/withstandin8 100 Ib uplift at joint(s)10,7.
6)This tmss is tlesigned in accortlance with the 2006 Inlemational Residenlial Code seclions R502.1 t 7 and RB02.102 and referencetl
standartl AN51/TPI 1.
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LUMBER BRACING
TOP CHORD 2%4 SPF Na2 TOP CHORO SimUUral wood sheat�ing tlirectly aoplietl or 3�4-11 oc purlins, e�cept entl vertiwls.
BOTCHORD 2X45PFNO2 BOTCHORD RigiacailingairactlyapplieDOr2�2-0xeraang.
WEBS 2 X 3 SPF No2'ExcepP
2-14,840'1 X 4 SP No2
ftEACTIONS (Ibls¢e) 11=1094I03-8 (min,0441),10=1094�D3-8 (min.0-1-1])
Max HOrz 14=]S�LC 8)
Max Uplifi 1<=-85(LC 6),10=-65(LC))
FORLES (Ib)-Ma..AamplMax.Ten.-All/orres250�1E)orlessaxcepiw�ens�ovm.
TOP CHORD 2-3=-59110,3<=4568200,4-5=-1400260,Sb=-1400264,6-]=-15682<0,I-8=-591I0
BOTCHORD 13-14=-9G/131],i&13=0I9GO,1T42=0560,10-11=-961131]
WE85 541=<2/a]6,641=-2941163,5-0J=<2I4]6,<qJ=-294I163,344=-1331/�B3,740=-1331/383
NOTES
1)Unbalancetl mof live loatls�ave been consideretl�or Ihis Eesign.
2)NhnB.ASCE 7-05;90mp�;TCDl=60psf,BCDL=6.Ops/;�h=25R Cat II;Exp B;enclosed;MWFRS(low-nse�gable end zone and GC Ectenoq2)zone�,can�ilever left
antl right eepose�;end vetlical lefl ao0 nqht exposeO�,G-C formem�ers ana forcss 8 MWFR$fcr reactions shown',Lum�er�O1=1 60 pla�e gnp DOL=1.60
3)This Uuss hes been Cesiqnetl(or a 10.0 psf Eoltom tliore live loatl namm�wirent wi0 any oNarlive loatls.
d)Provitle merl�aniwl connedion(Ey oNers)ol wss to Eeanng plale capa�le ofwi�hs�antling t00,b uplifl al joinqs)14,1�.
5)TTis imss Is tlesignetl in acmMance wilh Uie]OO6lntema�iona�ResiEentie�CoEe sections R502.t 1.1 antl R802A02 an�referenceE stantlar0 ANSIRPI 1.
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TC�L ID.0 LumOerinvease 1.15 BC OA9 Vert(TL) -0391042 �620 180
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I.IIMBER BRACING
TOPCHORD 2%4SPFNO2 TOPCHORO SWdurelwooESheaIDingdirecpyepplieEarS-245ocpWinS, exceplentivep¢als.
BOTCHORD 2XdSPFNO2 BOTCHORD RigiticeilingEiredtyapplieEOr10�-0oc�reang.
VvEBS 2%35PFNO2'Excepl'
243,8-00'.2%4 SPF Slutl
REALTIONS (IOlsize) 13=88�/0-3-8 (min.0-1A�,1�=860I0-3-8 (min.0-t-8)
Max Horz 13--63(LG])
MaK UpIiX 13=-]S�LC 6�,10=-]S�LC])
FOftCES (I�)-Max.Comp/Max.Ten.-All forces 250(I�)or less excepl when abown.
TOP CHORD 2-3=E6N0,3-4=-11 3 811 91,E.5=-902/1]t,56=-902/1]1,fi-0=-112fl�191,7-B=EFi6/0,2-13=-329ro,8-10=329I0
BOT CMORD 12-11-061931,11-12=-Ofi1931,1611=-06r931
WEBS 542=-9]r588.642=�2861148:4-12=�28G/148,3.13=91A/421,]-10=-9141421
NOTES
1)UnDalenced ma�live loaas�ave�eem m�siEered fo�Ihis tlesign.
1)Wmtl'.ASCE]-05;90mpp�,TCDL=6Dps(BC�L=fi.OpsY,h=25X',Cal.IP,Ex0 B',endoseE;MVJFRS(low-nse)geble entl zone anE GC Ex�enor(2)zone;cantilever letl
an0 ng0t exposetl;enE verti�al lefl antl ng�t exposeB,GC for members antl forces 8 M'AFRS tor reactions slirnm;Lum�er DOL=1 60 plate gnp DOL=1 60
3)IDe FeCnratlon Tolerance a�joinl 13=9%,joint 10=4%
4)This Wss has peen tlesigne0 for a 10 0 psf bottom thortl live loatl nonconCUrzant with any o�her live loads.
5�ProviEe meMani�al wnnection(ey otners)o�vuss io beanng plale wpable�INmihstarWing 1001�uplift atloint(s�13.10.
6)This tmss Is Gesiqnea In eccorEance with tha 20061n�ematianal ResiOenlial Coae seclions R5o2,H.1 and RB02.102 anE re�e�encetl s�antlarE AN51/rPl 1.
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iCLL 20.0 Plates Increase 1.15 TC 0.55 Vert(LL) -0.15 10-11 >999 24� MT20 197/144
TCDL 10.0 Lumber Inuease 1.15 BC 0.55 Vert(TL) -0.35 10-11 >689 180
BCIL 0.0 Rep Stress Incr Yes WB 024 Ho2(TL) 0.03 8 n/a n/a
BCDL 10.0 CodeIRC2006lTPI2002 (MaMz) WeighL741b FT=20%
4UMBER BRACING
TOP CHORD 2%4 SPF No2 TOP CHORD Stmctural wootl sheathing directly applied or 4-10-12 oc puAins,
80T CHORD 2 X 4 SPF No.2 excepl entl verticals.
WEBS 2 X 3 SPF No2'EacepP BOT CHORD Rigitl ceiling directly applied or 10-0-0 oc bracing.
Wt:2x4SPNO.2
REACTIONS Qb/size) 11=8fi9/0-3-8 (min.0.1-8),8=869/03-8 (min.0-LB)
Mav Hoa 11=206(LC 5)
Maz UDIiR11=-65(LC 6),8=-65(LC 7)
FORCES (Ib)-Max.Comp./Max.Ten.-Ail forces 250 Qb)or less except when shown.
TOP CHORD 2-3=-925/119.3-4=-711/130,4-5=-711/130,5-6=-925/119.2-11=-751/144,
fi-8=-751/144
80T CHORD 10-11=39/644,410=0/644,B-9=0/fi44
WEBS 4-1a=-43/494
NOTES
iJ Unbalancetl roof live IoaOS have been considered tor lhis desi8n.
2)Wntl:ASCE 7-05;9omph;TCDL=6.Ops(;BCOL=6.Opsf;h=25fl;CaL II;Exp 8;enclosed;MWFRS pow-rise)gable entl zone antl GC
Eztenor(2)zone;wntileverJeft and ngh�exposed;entl vetlical left and right exposed;PC for members and fomes B.MWFRS br
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)This tmss has been designed(or a 1�.0 psf bottom chord live load nonwnwrrenl with any other live loads.
4)Provitle mechanical connection(by others)of iruss to beanng plate capa6le of wilhstantling 1001b uplifl at ioint(s)11,e.
5)This vuss is Gesignetl in accordance with the 2006 Intemational Resitlential Cotle seclion5 R502.11.1 antl R802J0.2 and referencetl
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BOT CHORD 2 X 4 SPF No2 entl vertirals.
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Nf2:2%35PFNO.2
REACTIONS (Ih/size) 8=612/0.3-8 (min.0-1-e),6=612/0.3-8 (min.0.7-e)
M�Horz 8=-48(LC 7)
Mac Up1iXe=-65(LC 6),6=-65(LC 7)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less eacepl when shown.
TOP CHORD 23=-1090/125,3-4=-1090/125,2-8=-740/178,4-6=-740/t78
BOT CHORD 7-8=0/920,67=-0/920
WEBS 3-7=0i572
NOTES
1)Unbalanced mof live loatls have been consideretl for this design.
2)Wnd'.ASCE 7-05;90mph;TW L=6.Opsf,BCDL=6.Opsf;h=25fl;Cal.II;Exp B;enciosed;MWFRS Qow-rise)gable entl mne antl GC
Extenor(2)zone;cantilever lefl antl right ezposed;entl vertical lefl and right ezposetl;GC for members antl forces 8 MWFRS for
reactions shown;Lumber DOL=7.60 plate grip DOL=1.60
3)This tmss has 6een tlesi9ned for a 10.0 psf Dottom chord live loatl nonwncurrentwith any other live loads.
4)Bearing atjoint(s)8,6 considers parallel to grain value using ANSI/TPI 1 angle ro grain(ormula. Building designer should venry
capadry of beanng surface,
S)Provitle mechanical wnnection(by others)of truss to bearing plate capable of wit�slanding 10016 uplift aljoint(s)8,6.
6)This Vuss is tlesigned in acwrtlance with the 2006 InlernafionalResitlential Code sections R502.1 t.t and R802.102 and referenced
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Mau Horz 1=-700(LC 4)
Max Uplifl 1=-21(LC 6),3=-28(LC 7)
FORCES (Ib)-Max.Comp/Max.Ten.-AII forces 250(Ib)or less except when shown.
WEBS 2-4=-272/60
NOTES
1)UnbalanceE root live loads have heen wnsidered for ihis design.
2)Wnd:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=fi.Opsf;h=25R;CaL II;Exp B;enclosed;MWFRS Qow-nse)gable end zone and GC
Eatenor(2)zone;cantilever lett antl right exposed�,end vertical left and right eaposed�,C-C for members antl forces 8 MNIPRS br
reactions shown;Lumher DOL=1.60 plate gnp DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This�russ has been tlesi9nad for a 10.0 psf botlom chord live loatl nonconwrrent with any o�her live loatls.
5)Provide mechanical connection(by others)of truss to bearing plate wpable of withstanding 1001b uplift atjoint(s)i,3.
6)This tmss is tlesigned in accordance with the 200fi Inlemational Residenfial Cotle sections R502.11.1 and R802.10.2 antl referenced
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LUMBER BRACING
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OTHERS 2 X 3 SPF No.2
REACTIONS (Ib/SiZe) 1=178/&7-8 (min.0-YB),3=1�8/9-7-8 (min.0.1-8),4=345/9-7-8 (min.0.7-8)
Max Harz 1=76(LC 5)
Max UpIiR1=-i6(LC 6),3=-21(LC 7)
FORCES Qb)-Maz.ComplMax.Ten.-All forces 250(Ib)or less except when shown,
NOTE$
1)Unbalanced roof live loads have been consiCered for this design.
2)Wnd;ASCE 7-05;90mph',TCDL=6.Opsf;BCDL=6.Opsf,h=25tl;CaL II;Exp B;enclosed;MWFRS(low-rise)gable end zone antl GC
6ctenor(2)zone;�antilever left and right eaposetl;end vertical letl antl right exposed;GC for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom c�ord bearing.
4)This tmss has been designetl for a 10.0 psf bottom chortl live load nonconwrrenl with any oNer live loads.
5)Provitle mechanical connedion(by others)of truss to bearing plate wpable of wdhstanding 1�O Ib uplitt atjoint(s)t,3.
6)This truss is designed in accordance with ihe 2006 Intemational Residential Code sectians R502.71.1 and R802.102 and referenced
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LUMBER BRACING
TOP CHORD 2 X 4 SP No2 TOP CHORD Structural wood sheathing directly applied or 6-0-0ac purlinS.
BOT CHORD 2 X 4 SP Na2 80T CHORD Rigid ceiling directly applied or 10-0.0 oc bracing.
REACTIONS (Ib/si¢ej 1=243/611-8 (mia0-1-8),3=243!&it-8 (rttin.0-1-e)
Max Horz t=-53(LC 4)
Maz Uplikl=-10(LC 6),3=-10(LC 7)
FORCES Qb)-MaK.CompJMax.Ten.-All forces 250(Ib)or less except when�shown.
NO7ES
1)Unbalanced roof live loads have been consideretl for lhis design.
2)Wind:ASCE 7-05',90mph;TCDL=6.Opsf;BGDL=6.Opsf;.h=25R;Cat II;Exp B;enclosetl;MWFRS Qow-rise)gable end zone antl GC
6ctenor(2)zone;antilever left and nght exposed;ena vertical le@ antl right exposed;GC for members and foroes 8 MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.fi0
3)Gable requires continuous bottom chord bea�ing.
4)This imss has been designetl(or a 10.0 psf bottom chord live loatl nonconwrren�wilh any other live loads.
5)Pmvitle mechanical connection(by others)of iruss m bearing plate capable oF withstantling 100 Ib uplift at joint(s)1,3.
6)ThiS Iruss is tlesigned in accordance with�he 2006 Intemational Residential Cotle seclions R502.11.1 and R802.102and ieferenced
stantlartl ANSI/LPf l.
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LUMBER BRACING
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80T CNORD 2 X�4 SP No2 BOT CHORD Rigid ceiling tlirectly applietl or 10-0-0 oc bracing.
REACTIONS (Ib/size) i=137/43-e (min.04-B),3=137/4-3-8 (min.0-1-8)
Max Horz 1=30(LC 5j
Max Uplikl=-5(LC 6),3=-5(LC 7)
FORCES Qb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES
1)Unbalancetl roof live loatls have been consitle�etl for this design.
2)Wnd:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6 Opsf;h=25fl;CaL II;Exp B;encloseQ�MWFRS(low-rise)gable entl zone and GC
� Extenor(2)zone;cantilever lefl antl righl exposetl;end vertical'left anii iighl exposetl;GC for members and forces 8 MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60� -
3)Gable requires conlinuous bottom chord bearing.
4)This truss has been tlesignetl for a 10.0 psi bottom chord liveioad nonconcurrent wit�any o�her live loads.
5)Provide mechanical wnnection(by others)of imss�to bearing plate capable of withstanding 100 Ib�uplifl at joint(s)1,3.
6)This�russ is designetl in accordance with lhe 2006 International�Resitlentialbode sections R502.1 t1 antl RB02.10.7and referenced
stantlartl AN51/iPl i.
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