HomeMy WebLinkAbout14070024 Truss Plans � .� �
TM
ENGINEERING ccc
� DrJ Engineering, LLC
(FKA: DrJ Consulting, LLC)
6300 Enterprise Lane
ae: 126 Long_Ridge_Estates Madison, Wisconsin, 53719
MiTek 20/20 7.4
126 Long Ridge Estates
The vuss drawing(s) referenced below have been prepared by DrJ Consulting, LLC under my direct supervision
based on the parameters provided by ProBuild (Mooresville).
Pages or sheets covered by this sea1:18428290 thru 1842g308
My license renewal date for the state of Indiana is July 31, 2014.
Important Notice:The accuraty of the Tmss Design Drawings relies upon:All truss antl component designs utilize
manufaciwer published wnnector(i.e.tmss plate;etc.)design values and American Lumberv Slandartls Committee
(ALSC)approved rules-wnting agency lumber tlesign values(where Sout�ern Pine has been specifed,Ihose tlesign
values are as ta0ulated in Southem Pine�lnspeotbn Bureau Gratling Ruies 2002 Etlition Supplement No.13).Lumber
design values correspbnd wit�the giade stamp prior to cross cutting as(a)approved by the Boartl o/Review of ALSC
(b)tabulated and footnoted�by iheapplica6le ruies-writingagency using a publishetl effective date,(c)approvetl and
published by the Americari Wood�Councif for use in the NDSengineering equa�ions for the tlesign of stmclures using
lumber,antl(tl)referenced in ihe latest edilion of ANSI/TPI i,Section 6.3.
```�.������OSEPli /����i�i
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�9�;y STATEOF���Q`
�. �.o`�.�!�'O�AN►;: ���:
''����i�s`S�ONA 11ENG����``
�U�Y �,Z0�4
Ryan J. Dexter, P.E.
The seal on these Truss Design Drawings indicates aceeptance ot'professional engineering responsibility solely for
the Vuss component(s)depicted on the individual Truss Design Drawings. The design assumptions, loading
conditions, suitability and�use ofthis component for any particular building is the responsiliility ofthe 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 [he latest edition of ANSI/TPI I Chapter 2 unless otherwise
defined by a contrac[ agreed upon by the parties involved.
1Job Tmss TrussType'� pty Ply i26LOnBRitlgeESie�es
, 18C28290
I926 LONG_F�.GE_ESTATES GE01 GABLE � �
Job Reference.(o0��onap
PROBUIL�, MOORESVILLE,INCfi158 ]C30sOd142013MiTeklntluzine;Inc. MonJUn301Y41242014Page1
ID:k3b72BSwhAOyXrVCJticrz3ottl-7YTSALBqqOkbuPW9leJxauFf9Ss2y_PPASW6vz10nf
-�0-0 1&&1 334L11 � �
1-0-0 16-84 � t]2-iF
4xfi = Scale=l:l3.1
PLYWOOD SHOWN IS NOT PART OFCOMPONENT.DESIGN.
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S�eetFmnt�
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5 /o �.� / 4bC 'I t6'28 /�
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1B(]3
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b'� �" � �5��� - i�—.1/� / / � /ci'�df_�— / _F//� i I—`__ ki / 'I� / ��21-21
t � ��
. - ; � : �' 21]9'� �_ T --,8 ��
3x8 II 3x6 II
3B 3J 36 35 3t 33 32 31 30 29 28 2] 26 25 24 23 22
3x4 = 3x9 =
33 11_0 �
3341-0
Plate_Oflsets_(X,Y)_[2;0.5-12,0_00.2],_[21:0-2_12,0-0-2]
LOA�ING(ps� SPACING 2-0.0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL p0.0 Plates Increase 1.15 TC 0.08 Vert(LL) -0.00 1 Nr 78� MT20 197/144
TCDL 10.0 Lumber Increase 1.15 6C 0.06 Vetl(TL) 0.00 1 n/r 120
BCLL 0.0 RepStress�incr Ves WB Q19 Horz(TL) 0.01 21 n/a n/a
BCDL 10.0 CodeIRC2006lTPI2002 (Matnx) Weighi6141b FT=20%
LUMBER BR4CING
TOP CHORD 2x4 SPFNn2 TOP CHORD S�mcNral wood s�ea�hing directly applied or 6-0-0 oc pudins.
BOT CHORD 2x4�5PF No2 BOT CHORD Rigid ceiling directly applietl or t0-0-0 oc bracing.
OTHERS 2x3 SPF NoTExcepC� VJEBS 1 Row at midpt 1230, 11-32,1033, 13-28, 14-27
72-30,11-32,1328:2x4 SPF No.2
WEDGE
Right:2xq SPF No2
SLIDER Left2x6SPF'NO21-8-�4
REACTIONS All beanngs 33-11-0.
(Ib)- MazHorz2=273(LC�5)
.Max Uplifl All uplifl 100 Ib or less at joint(s)�2,32,33,34,35,36,37,28,27,26,
25,'24,23;21,22 except 38=109(LC 6)
Max Grav All reactions 2501b or less atjoinqs)2,30,32;33,34,35,36,37,38,
28,27,26,25,24,23,21 except22=264(LC 11)
FORCES (Ib)-Max.Comp/Max.Ten.-All forces 250 pb)or less e�cept when shown.
TOP CHORD 23=-257/162
NOTES (10-13)
1)Unbalancetl roo(Jive loads have been considered(or this design.
.2)Wintl:ASCE 7-05;.90mph TW L=6:Opsf,BCDL=6.Opsfj.h=25ft;�Cat.II',Exp 6;enclosed',MWFRS Qow-rise)gable entl zone and GC
6cterior(2)zone canti�ever left antl righ�exposed;end vetlical lek and righl exposed;GC for members antl forces 8 MWFRS`or
�reaqions showB;Lumtiei DOC=1.60'piate'grip'DOL=1.60
3) Tmss designed for.wind loatls in the plane of the Uuss ony..'FOr studs exposed to wintl(normal to the face),see Standartl Industry
Gable End Details as applicable,or wnsult qualifetl builtling tlesigner asper ANSIff PI L�
4)All plates are LSx4 MT20 unless otherwise intlicatetl. ``1��pilittilp���
6)Gable stutlsrspaced at 2 0 0o com chord bearing. \`p'�l��pSEPH ���0��
i
7)This.truss has tieen tlesignetl for.a�10.0 psf hottom chortl live load nonconcurrent with�any other live loatls: �\ G�STE''��"rJ��4
e)�Provitle mechanical connection(bµothers)of:truss�o bearing plate capable of withs�anding 100 Ib uplitt at joint(s)2,32�,33,34,35,36, � ���F'••'••F9F'� F ��
37.28,27.26,25,24,23.2�.22 ezcept Qt=1bj�38=109. � Q;'P O '.9 :
9)This lmss is designed�in accordance with ttie 20061ntemational Residential Code sections R502.71.1 and R802.702 antl referenced = PE-11�72'120 � :
standardAN51/TPI1. = � � _
10)1. Additional stabilitytirsung for tmss system,e.g.tliagonal or X-bracing,is always required. See � '� �: $TA �F ;�4'�
11) 'BCSIt. � �f • : .V;
12)23.It is extremely important to propedy install temporery lateral restraint antl tliagonal bracing,in i � �' �
13) accordance wittrBC51-B2 or using pmprietary�melhods(e.g.Stabilizer,elc.). �''���' �; ' " �• ��`���.
LOA�CASE(S) Stantlartl ' ��J4fl�11111��t
July 1,2014
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accept t P ��Ihf ih 0 B ollh pl t p td PC � TM1 E 9 pl ,I E' 9 dl YElly E fN' po If . YP rl I
builtl g N 0 blry fth O ��M1 Cw Y �M1 "ztl g t� �M1 Bld gO B D AN51/TPIL LI I t �d g ti� � " d J I � d� tlm b I
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�ANSIRPII ForBe�eralg denceregaNngtl g responsE'RSf�b'cafon,qulrymntrol,storaqe,El' ry cl n,lat I Irain��enEd�godl�2ong.rtinsultlpelalestedtono���e �•
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supp IaC In I�a joESi�e parFaBe:T�e tmas Eesigner or tmss tlesiB�engineer(alm definetl as a specialry enginaep is NOt Ne 9uilding Oesigner o!IM1e puilding.
I`Joh. Tmss TrussType pty Ply t2bLanpR'eg Ei�es
I 10428291
I126 LONG FbGE_ESTAiEB GE01A GABLE � �
L Job Reference(ophonap
PROBUILD, 'MOORESVILLE,IN�ifi158 .].4JOSOCt142013MTklnduzlries.Inc. MOnJUn30P:CP262�1< Paget
ID:k3b72r8swhA0y%rVG_jtica3otd3xarbiD3FSGRrCZu8gn0?zTBz_iVVlih�acBnzlOntl
-1_0-0 85_i3 � 16-84 I p5-2_12 33-11-0 34_i_i-0
1-0-0 8-5-13� 8-2-5 8-6-1� � 8-8-0 1-0-0
Sn8 C Scale=l'.91.a
PLYWOOD SHOWN IS�NOT PART OF COMPONENT DESIGN. 2*° _
� .. . . BW 4 6.
Sheet Fmnl / �e
FuliSneetning /�"�'
'1Pty9/160588 � �� �� .��
3x4 9 S B�I� � �) " �/'fi- :
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Sr:�i i ezti� ��� �� j Z��
a � �� e�d .�� ais ��
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s,o li°fi % � �ao3i ��� ���� i (,/Y�
4x6 � A����� � �����������24�'�5. � �!�� 5�•/1Sde 14'62� ���ppp�.
29�f� �360�idd4'S�� i� I. ���/ / �����
i✓� ae-�s! � ��'�'�i����� � �� /� . ���A� isas� �iaso, � �ion
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d� � -- 2 19..� —^"i 1&�J '=� ��-'�918�_ . -�\.I ��
Bx10 II ,�0 19 �B �6 i5 �19 13 12 it� 6x0 //
3x4 = 3xA = Jr4 = i] 3x4 =
3x4 II
1�5-] 20-2�8 I 22]]_ 33-11-0
� 11_5.] ' 8-9-1 2-0-15 � ii-3-9 �
Plate Oftsels,(X,Y):_[fi;0,5-4',0-2-8],,[6'0_2_0,0 0-2]„[9:0�O,Etlge],[15:0-1-1,04-8)
LOADWG(ps� SPACING 2-0-0 C51 �EFL in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plales Increase 1.15 TC 0.59 Vert(LL) -0,29 2-20 >844 240 MT20 197/t44
TCDL t0.0 LumbeflnGrease 1.15 6C OS9 Vert(T�) -075 2-2� >319 780
BCLL 0.0 Rep Stress��lncr Yes WB 0.67 Hoa(7L) 0:03 9 n/a n/a
BCDL 70:0 CotleIRC2006/TPI2002 (Matnx) Weight:6561b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No 2 TOP CHORD Stmctural wood sheathing directly applied or 4-8-2 oc purlins.
BOT CHORD 2x4 SPF No2 BOT CHORD Rigitl ceiling directly applietl or 9-6-e oc bracing.
WEBS 2x4 SPK No2 VJEBS 1 Row al midpt 6-20,645
OTHERS 2x3 SPF No2'ExcepC � �
6-21:2X4 SPF No2
WEDGE
Right:2x4 SPF No2
SLIDER Lefl 2x8 SPF No2 5-23
REACTIONS All beanngs'14-0-0 except Ut=�ength)2=0-38,�7=0-3-8.
(Ib)- Maz Horz 2=-279(LC 4)
Max Uplik All upliR 7�Oib or less atjoinqs)2,9, 12, 17 except 76=-277(LC 2),
15=-t45(LC7)
Maii Grav All reactions2501b or less at joint(s)i4,73,�2,11 ezcept 2=956(LC 1),
9=355(LC 1),15=1145(LC 1),1�=4�2(LC�2)
FORCES (Ib)-Maz.Comp./Max.Tert-AI(forces 250 pb)or less except when s�own.
TOP CHORD 23=;t080/120,3-4=-954/151,45=-870/t84,5-6=-734/233,8-9=365/97
BOT CHORD 2-20=-114/794,19-20=-07/349.1&19=47/349. i7-08=-47/349,i6-17=-471349.
15-16=-47/349
WEBS 4-20=-438/234,6-20=-100/666.6-15=-767/30,�8-15=-467/25�
NOTES (9-12)
�)Unbalancetl�roof live loadshave been considered.tor lhis design.
2)Wntl'.ASCE 7E05;�90mph;TCDL=6.Opsf;BCDL=6.OpsQ h=25ft;Cat II;Exp B;enclosetl;MWFRS Qow-rise)gable end zone and GC
3) Tmss tlesigned fowmdrloDads nn hel pllatne oPthe trdss oolylLFOr�studs eaposed lo wi d(no�rmal�tobhe face)f see S a da dRnooslry �,+�`����OSEPp{���ii,
Gable End Delails as applicable or consull qualifed building tlesigner as per ANSI/TPI 1. �� �$7 "'��'f' ��
�,' ,�...�q �, ,
4)�Ail�platesare�1.5x4'MT20unlessolherwiseindicated. � -L Q,� 1C01(n �
5yG2blesludsspacea�ai2;o-ooc. � Q,.'' L95
6)This Imss has been designed for a90.Opsf 6ottom chord live load nonconcurrent with any other live loatls. = Pf'���12�$0 • �
7)Pmvide mechanical conneclion(by others)of Uuss lo Eearing.plate capable of�withs�anding 100 ib uplik at joint(s)2,9,72,17 excepl — =
qc=in�is=zii,is=ias. = q ': STA � OF j 2 c
8)ihis tmss is desrgnetl in accortlance with the 2�O61nterria0onal Residential Code Sedions R502.11.1 antl R802.102 and re(erenced � 9O� ,��V�
s�antlardAN51/TPI1. � �, �: � `�
9)1. Atltlilional stabiliiy bracing for Imss system,e.g.diagonal or.X-0racing,is always required. See �i� '� G� ��
10) BCSIi. � � �� �.
1 t)23.It is exiremely important to propeHy install temporary lateral reslraint and diagonal bracing,in ����bH�llll��ti��`
12) accordance with BCSI-B2 or using pmprietary methods(e.g.Stabilizer,eta). JIIIY "I,PO"I4
A WARNING PI ihr gM1ty � tM1e"C lo I�ACknowlJg �t iProBUIdSlandaitlTertnstorManu(aduretlP tlq'fo :Veytl g�p a- tersantlreaCnolezonl�simss
Oesig p g tltry pJR1 S� ��R 03t4)E� OILMTek tl pl1 h Ilb tli Ili t E g tl gl E IE Th' 1 d �g d "ng� d 15
mepu f P blbf t� tl B t�M1 gl i p Itl ptl db ' .TM1 E 9 PI I d 9 E� l LIM tl iiti Po �f nYV� I- �
�uiltl�g N pa SEIy fiM1 O 'IM1 Own l N " 4 g � Ih 8'Id g0 9 P AN51/TPIL �t I t Id 'g l M1 ' d Eu Iweb tl M1 Mm E s �
rai p buckl p IY �� b Idng t �Ityb �� g Atltll n 11 p ry t "nVtlago I� ' B� sur 1 blryE � gco st tt ' IM1 sp 'b'I'ry IIM1 t sz-nztaller
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AN51?PI1 Forgeneral8 4 ceregardngtlesg sp n 'DII t b calon,qu Iryco imi sto2ge tlel ry,e c1 ,I I ralresVan(anEE gonalb�duog,wnsultibelatesleDlono�l�e
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supplle0in��ejotisilepackage.TTetmzz0e'B�e�orimzstlesg ngineer�almUelneOasazpecaityengineer�ISNOTN Buildin0�eziB�arollM1ebuiltling. �
�JO� Truss TruwType pry Ply 126LOngRiegeEVatn
18/28392
Iti2fi LONG qRJGE_ESTATES GE018 GABLE � �
Job Reterence(optional)
PFOBUIID. MOORESVILLE,IN<6158 ]<305Otl1120t3M?eklnOusVies,Inc. MOnJUn301>A1:I82011PaBa1
I�:k3bl2r8swMUy%rYCJ�3otA-?JicOjEJn3W9dWjHF8jF5Q3xbmpi_m? KF3jFgz10nb
-1-0-0 ta_7-7 30y1.0 �
1-0-0 ta-]-] � 31_t-0
15-i9 1-0 0
PLYWOOD�SHOWNISNOTPARTOFCOMPONENTDESIGN. ai8 - Swle=t65n
n
s���F,��� i�''-�;�
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g "F � ��. � 10�9� � 1228 � �� i � �� 18
�
3x4 i ��/ �� �/ ��9��� / ��j5 � / l 3v4
I
5 � . ��.8-31 � � ��' i429 l ��� � ���� 1]
° �- iaz//� /.� � / '�//�ssa� ��/ �� ie
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o�Z�{`j�� �/l�l// II ��_ 2����� /�.`Il= ' t—/iJ / � ^_�//���,_/ /l� _I�I=1➢20 � `9 p
��L���— _�—. — _ _ 14'19 _ ' _� ��Y. �d
3x8 II ��J
3r0 =
94 33 33 3t 30 29 202) 26 25 24 23 22 21
<� i 3x4=
30g-0
30.1-0
Plale_OHsels_(X,V)_�2;0.5-12,0-0_2]
LOADMG(ps� -SPACING 2-0.0 CSI DEFL in Qoc) I/tleFl L/d PLATES GRIP
TCLL 20.0 Platesincrease 1.15 TC 0.08 Vert(LL) 0.00 20 Nr 1B0 MT20 197/144
TCDL 10D Lumberinvease 1.15 BC O.Ofi Vetl(TL) 0.01 20 n/r 120
BCLL 0,0 Rep Stress Inu Ves WB �.18 Horz(TL) 0.01 19 n/a n/a
BCDL 10.0 CotleIRC2006RP@002 (Matnz) Weight:4871b FT=20%
LUMBER BRACING
TOP CHORD 2z4 SPF No2 TOP CHORD Stmcwrel wood sheathing tlirectly applietl or 6-0-0 oc purlins.
BOT CHORD 2x4 SPF No2 BOT CHORD Rigid ceiling tlirecUy applie0 or 10-0.0 oc bradng.
OTHERS 2x3 SPF No2'EzcepP WEBS 1 Row at mitlpt 11-27,�0-29,12-26
11-27'.2x4 SPF No2
SLIDER Lefl 2x6 SPF Na21-&74
REACTIONS All beanngs 30.1-0.
(Ib)- Maa Hoa 2=-250(LC 4)
Max UpliR All uplitt 100 i6 or less at]oint(s)_2,29,30,31,32,33,3a,26,25,24,23,22,21
Max Grev All reactions 2501b or less atjoint(s)2,27,-29,30,31,32,33,34,26,25,24,23,22,19 ezcept
21464(LC 11)
FORCES (16)-Max.ComplMaz.Ten.-All forces 250(10)or less excepl when shown.
NOTES (10-13)
i)UnCalanced roof live loatls have been wnsitlered for Ihis design.
2)Wntl:ASCE 7-05;90mph;TCOL=6.Opsf;BCDL=6 Opsf,h=25tl�,Ca�.II;Exp�B;enclosed;MWFRS(low-rise)gable end zone and C-C
EAenor(2)zone;canlilever lefl and right exposed;entl vertical left and nght expose4;GC for members antl forces 8 MWFRS for
reactions shown;Wmber DOL=1.60 plate grip DOL=1.60
3) Truss tlesigned for wintl loatls in the plane of Ihe Vuss only. For sNtls ezposetl to wintl(normal to the(ace),see SlandarE Indostry
Gable Entl Delails as appliwble,or consult quali(ed building desi9ner as per AN51/TPI 1.
4)All plates are 1':Sx4 MT20 unless otherwiu indicated.
5)Gable requires continuous bottom chord beanng.
6)Gable'stutls spaced at 2A-0 oc.
7)This lmss has been designetl for a 70.0 pst botlom chord live loatl nonconcurrent wilh any other live loads.
8)Pmvide mechaniwl wnnection(by others)o(tiuss to bearing plale rapable of withslanding 100 IE uplifl at joinl(s)2,29,30,31,32,33, ` `��pSEP�rq��
34,26,25.24,23.22,21. ��� ///
9)This�mss is designetl in accorUance with the 20061ntemational Resitlential Code sections R502.71.1 and R802.101 antl referenced `���> >� OF �Q�i
standard ANSIRPI 1. \� �i'GISTER�.'�'j. �
10)1. Additional stabiliry bracing for truss system,e.g.tliagonai or X-0reung,is always required. See � '� Q.� FQ1,F 5
ii� ecsn. ; Q: t9 ;
12)23.I�is exVemely important to propery install temporary laleral resVain�and diagonal bradng,in = � �'���1222� - _
13) accordance vnth BCSI-82 or using proprietary�methotls(e,g.Stabilizer,etc.). � � � ` � �
LoADCASE�S) SWndard ��'� STA/�G�����lV¢:
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ccePl �1 e pon'Elyt IM1 tl 9 oI1M1 'BI Vu ponan�0eqd d� ' .Th E 9n PY 51 d 9 ar '�eiry G fe llli co po e 11 anY WNalar ,
LuiM B� U e po i01ryoINeO.me lM1 O f Ih ieE ge 1 IM1e81C gD g p AN51?PIt L t I �a Itl 9 � � � - d Eu I be dUOramembers �
amfo�m pro ' budl p Ny notlwWlO�g I CtiryE � 8 A�ti It po ry tr' UESpa Ib � B�o-nauren d1yJ npconsWqo -N zp -Mlryail�eWSS-nslaller.
AOtlilonalpem� nibulC B � blryE cinp ItM1 o II tud ' 1� poneUlry ll�eOwnerMeO.mlzaul�o C g t rI0e8 IEng0e59 e,pertOelRC IM1aIBCenE
ANSI?PI1 ForB�neralpuEair.erepeN�nBaezqo�esponstil4e faEnafm,qunlry nlml.slonpe Eel'very erenon IateralrcsvaimenEtlegoneeretlng consuinnem�esieetionolme
IRQNeIBGNN51rtP11',1�¢BCSlzummaryz�eels,anNOrBCS1(Bu�tlini�mponen�SahrylMOime4on)avaiVElehomSBCNa�vmwsbunEUSVy.wmanOeMreleteEinzlallationin/amation ENGlNEETt/NG�cc
zupPlieE in tM1e jobsile parLege.The Wzs tlezigner or W sz tlevpn engineer(elso delinetl as a speGally enpineer�is NOT I�e BuilOinB�eaigner oi IM1e buildinp.
Job, Tmss Truss Type pty Ply ts6 Long Ritlge Esiams
IBC2B293
I{2fi LONG RIOGE_ESTATES, GEOtC GABLE � �
� Jo�Reference.(optional)_
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PLYWOOD'SHOVJN ISNOT PART OF COMPONENT DESIGN. axs = Scaie=tst2
B
'6neet Front i5x4 II
Fmi sneamma i 5 a i I f� ��
1 Ply�I160SBB ;/ � � ��� g
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1.5z4 �I
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20-0i-0 �
_Plate_Offsels_(X,Y);_(2:0_5-13,0-0 3],.�?4:0_5_13,0_0_3j
LOADING(psn SPACING 2-0-0 CSI DEFL in (loc) I/deFl IJd PLATES GRIP
TCLL 20:0 Plates Increase Lt5 7C 0.05 Vert(LL) -0.00 14 Nr �80 MT20 t97/144
TCDL iQ� Lumberincrease 1.15 BC 0.03 Vert(TL) -0.00 14 Nr 120
BCLL 0.0 Rep Stress Incr Ves WB 0.16 Horz(TL) 0.00 14 n/a n/a
BCDL 10.0 CodeIRC2006/TPI2002 (Matriz) Weight2811b FT=2�%
LUMBER eRACING
TOPLHORD 2x4 SPF No2 TOP CHORD Structural wood shealhing directly applietl or 6-0-0 oc purlins.
BOT CHORD 2x4 SPFNo2 BOT CHORD Rigid ceiling directly applied o�10-0-0 oc bracing.
�OTHERS 2x3 SPF No2
SLIDER Le((2z6�SPFNO21-&7,Right2x65PFNo21-&7
REACTIONS All bearings 20-17-0.
Qb)- Mau Horz 2=177(LC 5)
Max Uplift Alltiplift 1001b or less at joint(s)�2,21,22,24,25,79,16,17,16,14
Max Grav All reactions 2501b or less atjoint(s)�2,20,2�,22,24,25; 19,18,t7,18, 14
FORCES (Ib)-Man.,COmp./Max.Ten.-All forces 250(Ib)or less eucept when shown.
NOTES (9-12)
1)Unbalancetl roo(live loads have been wnsidered for this tlesign.
2)Wmtl:ASCE 7-05;90mph;TCDL=6.Opsf;BCDC=6.Ops(;h=25ft',Cat II;Exp B;enclosed',MWFRS Qow-rise)gable end zone arr7 GC
Extenw(2)zone',.cantilever left and'right ezposed;end vertical left and right exposed;GC for members and fo¢es&MWFRS lor
reactions shown;lumber DOL=t.60 plale grip OOL-1.60
3) Truss designetl for wintl loatls in iheplane otlhe Iruss only. For stutls exposed to wind(normal to the face),see Stantlartl Intlustry
Gable End Detailsas applica0le,or consult qualified builtling designer as per ANSI/rPl 1.
4)Gabie requires continuous bottom cho�d bearing.
5)Gabie stutls�spacetl at�2-0-0 oc.
fi)This:tNss fias tieen designetl for a 10.0 psf bottom chord live load.nonconcurrenl with any othei live loads.
7)Provide mechanicafwnnection @y olhers)of tmss to bearing plale capahle of withslantling 1001b uplifl at joint(s)2,21,22,24,25,t9,
18.'17.16,t4. '
e)Thistruss is tlesignetl in accordance with the 20061ntemational Residential Code sections R502.11�.1 and R802.102 and referenced
s�a�aam nNSiRai a. . _ . , "���SEPH�u�� �i
9)t. AdtlRional slability tiracing ffir tmss sysfem,e.g.�.diagonal or X-bracing,is always required. See �P h
10) BC511 . . . . `�`J �0, 0�. 4,.1
1�)23.It is exlremey important to properly install temporary lateral resiraint antl tliagonal bracing,In � �r'GtSTEq�.'�A�y
12) accortlance wilh BC51-B2�orvusingproprietary methods(e.g.Stabilizer,etc.), � -� Q.� FQ';fn �
�Q. .9 —
' ;• PE-11072220 ; '
LOAD CASE�S) Slantlartl = —
' e •
z 'o ' STA OF '? i
G9p�' ����5
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p WARVING PI -IM1 Bhly iM1-.0 t f A k owl tlg 1,/F 9uItl51a tl NT � b M � l epP tlucl � V :fytl 9 P � � tl. d ( o Ili T ss
OesignD g tlt� OJR f SM1e 1( W 14)b( .O IyMT k q plal 5M1 Ilb s tllo Iti 1 s tlesq tla -g�obe ald'Tli � 5 E 'g daw g' E' 1
�•°pt I p� blryl IM1 tl g itb gl t p �itleOC tl� Tli tl 'g �pf I d B 41 1 Elry 0 IM p � t� yp rt I
Ouildng ih p -- blry fIM1 O �� Um f 1� rzetl g 1 1� B IIO gD �B P ANSI?PI1. L t I 1 tO g lan b 'd�tl I b Gcb rtlm be �
ml w pm npuckl gonlyno��orbulJngslabllybreungAtl0lonaltempraryreslranVdagonalb ing�o�nsurestabl�ydunngms�mctons��eresponstilryott�etruss�ns�aller.
Htldilpnal Oe�manenl bwld�ng sta�iliry b2cing of IM1e overoll slmclure is IM1e responsiCiliry oI1M1e Qvneq IM1e Ownels aulM1OnzeE a0en1 or ihe Building OesiB�eq per I�e IRC,Ipe IBC and
ANSITPI 1 Fargeneral g tl ce fegaNing tl g P nsibil(� ,f bncation.Quely wntmi slorage tl I ry,eredion.I t I esVainl antl E g I L aon8,� s II iM1 15�ezt etllon oltM1e
IRGinelBCrnN51RPI1t�eBCS�summaryneels,an0/orBCSi�Bul0ingCOmponen�5a�eyln�oimafon)avalaDleROmSBCaatuw«sUCneustry.comaneanyrl �eepgailationiniorma�ion ENGINEERINGicc
supP��eE In iM1e lobsi�e package:T�e W ss Eesigner or Vuss Oesign engineer�also Oetinea as�a zpecialty engineeQ is NOT t0e Building Designer 6t IM1e builEing.
JOb Tm55 TmssTyp¢ ��y PIy 126LongRitlgeESlales
IB<28294
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Job Reference(op�ional)
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-1-0-0 4-tE g_{g .
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PLYWOOD'SHOWNJS NOT�PART OF COMPONENT DESIGN. scaie=r.2a.s
4x6 =
5
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1PIy9li6O5BB_ ���IL����
�]00 I12 �. '�,�
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t0 9 B 3x6 �I
3xi2 II 1,Sx4 II i.5x4 II 1.Sx4 I�
F 9_1 B
9-1A
_Plate Oflsets_(X,V):_[2:0_9_1,Edge],_[7;0-3_0,0:0-1]
LOADING(ps� SPACING 2-0.0 C51 DEFL in Qoc) I/deFl Ud PLATES GRIP
TCLL 20D Plateslncrease 1.15 TC 0.07 Vert(LL) -0.00 1 n/r 780 MT20 �97/i44
TC�I 10.0 Lumber Increase 1.15 eC 0.05 Vert(TL) -0.00 1 Nr 120
BCLL 0.0 Rep Stress Ina Ves VvB 0:03 Norz(TL) 0.00 7 Na n/a
BCDL t�.0 CotleIRC2006/TPI2002 (Matnx) Weight:7516� FT=20%
LUMBER BRAqNG
TOP CHORD 2x4�SPF No2 TOP CHORD Simctural wootl sheathing directly applietl or 6-0-0 oc purlins:
BOT CHORD 2x4 SPF No2 BOT CHORD Rigitl ceiling direclly applied or t0-0-0 oc bracing.
07HER5 2x3 SPF No2
VJEDGE
Right:2x4'SPF No2.
SLIDER Left 2xe SP 2400F 2.OE t40.7
REALTIONS Allbearings 9-1-e.
(Ib)- Max Hoa 2=-76(LC 4)
� Max Uplift All uplifl 100 Ib or less at joint(s)2, 10,e'
Max Grav All readions 2501b or less atjoint(s)2,9,10,7�,B
FORCES Qti)-Max.Comp./Maz.Ten.-All forces 250(Ib)or less ezcept when shown.
NOTES (&12)
9)�Unbalanced.mof live loads have been considered for this design.
2)Wntl:ASCE 7-05;90mph;TCDL 6.Opsf;'BCOL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFftS pow-rise)gable end zone and GC
Eztenor(2J zone;'wnlilever IeR and right exposed;end vertical lefl and right exposetl;C-0 for members and forces 8 MWFRS for
reactions shown;Lumber.DOL=1;60 plate grip DOL=1.60 �
3) Tmss designetl for wind.loatls in�lhe plane of ihe.tmss only. For studs eaposed lo wind(normal to the tace),see Standard Induslry
Ga�le End Details as spplicable,or consult quali(ed builtling designer as per ANSI/TPI 1,
4pGable requires continuous bottom chord tiearing.
5)Gatile stutls spaced�at2-0-0.oa �
6)This tmss has been designed�for a t4�psf bottom chord live load nonconcurrent with any othe�live loatls.
7)Provitle mectiamcal�connection{bypthers)oRtruss to bearing plate capable of withstantling 100.Ib uplifl aljoint(s)2, 10,8.
g)s alndard ANSI/Tp�etl in accordance wRh lhe 2006 Internationa(Residential Code sections R502.1�.1 and R802.102 antl�referenced `����`"�SEP'H ��"���i,
9)1. Addifional stabiliry brecing for tmss system,e.g.diagonal or X-bmcing,is always requiretl. See `�Q � , �F /,.��
io) scsii . p�:'�G\STEq�."�A c
�1)23.It is eztremely:important to properly insfall lemporary larerel restraint antl tliagonal bracing,in � 'L Q� FO:(n %
12) accortlance with BCSI-B2 or using proprietary methods(e.g.S�abilizer,etc.). � Q j �g �
� ' ; PE-11p12220 ;
LOAD CASE�S) Standartl = _
'o�' STAT OF 'C ti
:p0,�,+ �ri.���
�i� F " .. G� �`:
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� WHRNING PI �M1OO gM1ly Ih�.0 t f Nck owl tl8 �� IP BuIdSY tl NT � M I (eUP tl q � :V 'fyd 0 P � 4 a t iM1' T s
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PceO� ol p blyt 1M1 0 'g 10e 91 t � p itl pct tlM1 ' .Th d g p1 ,I J g tl� I b'lly d !Iti po � �I anyp rt I �
ti ild g 1� po -'Glty (�M1 O �IM1 O l -iM1Orz 0 g 1 IM1eBUIE q� g e p AN51?PI1. L 1 I v tJ spn 4on M1 ' d tl al � ticM1Ortlm G -
re f mpress on Euchi ng nly,nol lor Lu Itl ng steE I'ty braang.AdJ(onal lempo ary esVa ME ago I�raung to"ns e sleb I ry tlunn8� sW c1 on s Ibe respons b'fry of I�e imss"nstaller.
�AdJilional permanen�Euildin0 stabilly�racing o(t�e overell slmtlure iz IM1e responsibiliry ol Pe Owneq t�e Ownefs autM1Orized agen�or iM1e Builtlln8 Oesigner,per tM1e IRQ-Ne IBC anE
ANSIRPII'FargeneralguitlanEereBSNinptl 'g p n ibil(e I bnwlion,qu ly nt I, toroqe tl l ry tlion l l� I vainlantlEap IE an8�� Ilih�l t f tl( nollM1e
IRC,�M1eIBC,AN51?PItNeBC515ummary5�eb,antllorBC&�BulEingCOmpoenl5alerylnlormafon)avalablefromSBGAatw.w�.sbcnEUS�ryrnrpanCanyrela�etl-nstallalio '-lormation ENG/NEERINGuc
suppl�ed m��e joeii�e paGaOe.Tha Imzz Oesgner or tmss tlesign enBineer(alm EeBnetl as a specially engineeQ iz NOT I�e Buildinq DesiB�e�ol lhe builEing.
Jo� _ Tmss TN55 Type Ory Ply 126 Long 9iege Eslates
IBC29295
SP6 LONG R10GE ESTATES' GEOY GABLE 1 ��
PROBUILD. MOORESVILLE.INOfiiSB� ]630sOCiid2013MiTeklntlu5ines,Inc. MonJUn30P'.41302014Page1
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6-5-5 6�5-5 �
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9.00 � ,/ 5
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d� /�l ��� � /41bi � ., � �n� �t5x411
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3R4 �i 12 11 10 B 8 9r4
tsxa II t5:a II tsxa U i,sxa II �s:a II
� 12-tOJ0
12-10-10
LOADING(ps� SPACING 2-0-0 C51 DEFL in (loc) VdeFl L/d PLATES GRIP
TCLL 20.0 Plaleslncrease t.15 TC 0.05 Veh(LL) n/a - n/a 999 MT20 169/�23
TCDL 10.0 Lumber Increase 1.15 BC 0.02 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep,Stress Incr Ves WB 0,05 Horz(TL) 0.00 7 n/a n/a
BCDL 10.0� CotleIRC2006/TPI2002 (Matrix) Weight1021b FT=20%
LUMBER gRACING
TOP CHORD 2x4 SPF-S S�ud TOP CHORD Structurel wootl sheathing directly applied or 6-0.0 oc purlins.
BOT.CHORD 2x4SPF�NO2 BOTCHORD Rigidceilingdirectlyapp�ietlort0-0-OOCbracing.
OTHERS 2x3,5PF No2
rzEACTIONS All bearings 12-10-10.
Qti)- Maz Horz 1=105(LCS)
Max Uplift All uplift 100 Ib or less at joint(s).1,11,12,5,8
Max Grav All reactions 250 Ib or less at joint(s)1,7,10,71,12,9,B
FORCES Qb)-Max.CompJMax.Ten.-All forces 250(Ib)or less ezcept when shown.
NOTES (9-12)
1)Unbalanced mof IiveJoads have been'wnsidered for this design.
2)Wntl:ASCE 7-05;.90mph;TCDL 6.OpsP,BC�L=6.Opsf,.h=25fl;��Cat II;Exp B;enclosed;MWFRS Qow-rise)gahle end zone and C-C
E�Yenor(2)zone;can�ilever lett and�right exposed�;end�vertical lefl and iighl exposed;PC for members and forces B�MWFRS for
reac[ions shown;Lumber DOL=1.60 plate grip DOL=1.60
3) Tmss designed for wind loads in the'plane ofAhe lmss only. For studs exposed lo wintl(normal to the face),see Standard Intlustry
Gable End Details as applicable,or consult qualifetl building designer as per ANSI/TPI 1.�
4J Gable requires continuous bottom chorG beaiing.
5)Gable stutls spaced at 2-�-0 oc.
s)This truss has been designetl for a 10.0 psf botlom chortl live loatl nonconcurrent with any other live loads.
7)Provitle mechanical connection(by olhers)oEtruss to tiearing plate capa�le o(wilhstantling 100 Ibvplift at joint(s)1, 11,12,9,8.
8)This tmss is tlesigned in accortlance wi�h ihe 20061ntemational Resitlential Code sedions R502:1 t� andR802.102 antl refe2nced
stantlard AN51/TPI�1�.
9)7. Atltlitional stabiliry bracing for Iruss system,e.g:diagonal or X-bracing,iralways requiretl. See
10) BCSIi. ' '
11)�23.�It is extremely.impotlant to;properly instalftemporary lateral iestrainl and tliagonal bracing,in «p4511i1ryq�t�
12) acwrdance with BCSI-B2 or using proprietary�methods(e.g.Slabilizer,etc:). \\`*`�����'QrjEPH O��4��'
i
LOAD CASE(S) SlandarC ` ��,-�G�ST£A��'+}. i
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A �WARNING PI � IM1Or gM11y, iF �'C t f AcknovA tl8 � �P�oBuIESIenCardTertns�orManufecWreEP tl t '! .V 'fytl ;g pa lers �E tl 1� IM1'sT�uzs
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accept f p 'blryf �h E g� flh gl t � p iE pd EM1 Th tl �g pl I �d g d�o s t blry tl ���sco po e t� yp h I
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184293W
126_LONG RibGE ESTATES; T01 Common� 13 t.
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i-0A 8-5-13 � 8-2-5 � BE40 � 8-8-0 I
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LOAOING(ps� SPAqNG 2-0-0 CSI DEFL in Qoc) I/deFl L/tl PLATES GRIP
TCLL �20.0 Plates lncrease 1.15 TC O.fi7 Vert(LL) -0.34 9-10 >999 240 MT20 169/123
TC�L 10.o Wmber lncrease 1.15 BC O70 Vert(TL) -1.01 9-10 >401 180
BCLL 0.0 Rep Stress Inc� Yes WB 0.49 Hoa(TL) 0.09 9 n/a n/a
BCDL 10.0 CotleIRC2006/7P12002 (Matrix) WeighC1381b FT=20%
LUMBER - BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Stmctural wood sheathing directly applied or 2-2-0 oc purlins.
BOT�CHORD 2v4 SPF No2 BOT CHORD Rigitl ceiling tlirectly applied or2-&0 oc bracing.
WEBS 2z4 SPF No2'ExcepP WEBS 1 Row at midpt 6-13,6-�0
4-13,8-10:2x4 SPF-S Stutl
WEDGE
RighC 2x45PF-S Stud
SLIDER Left2x65PFNO.25-2-3
REACTIONS (Ib/size) 2=1412/03-e (min.0-2-3),9=1350/0-3-8 (min.0-2-2)
Max Ho2 2=273(LC 5)
Max Upllfl2=-86(LC 6),9=-58(LC 7)
FORCES (Ib)-Maz.Comp./Max.Tea-All forces 250.Qb)or les5 except when shown.
TOP CHORD 2-3=-1838/148,3-4=4603/180,4-5=-1623/213,5-6=-1491/262,6-�-1482l278,
7-8=-1740/226.8-9=-1926/181
BOTCHORD 2-13=-84/1403,12-13=0/995,�71-12=0/995.10-�1=0/995,.9-10=39/7499
WEBS 4-13=-406/236,6-13=-87/645,6-10=-110l/55:8-10=-454/249
NOTES (6-9)
1)Unhalancetl roof live.loatls have been consideretl for Ihis tlesign.
2)Wind:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25k;Cat.II',Exp B;encloseQ MVVFRS(low-nse)gable entl zone antl GC
E#enor(2)zone;�cantileJer lefl antliight exposeG;end vertical left and�right exposeG;GC for members and forces 8 MWFRS!or
reaclions shown;Lumbei DOL=7:60 plxtegnp DOC=T.60
3)This truss has been desi9ned for a 10.0 psf tiotlom choid IiveJOaB nonwncurrent with any other live loads.
4)Provide mechanical connection(by otlie�s)of.tmss to tiearing plate�capable o(withstanding 1001bvpliftal joinqsj�2,9.
5)This tmss Is de§igned in�accortlance with Ihe 2006�International Residenlial Cotle sections R502.1�.1 and R802.102 antl referenced
s�nda�dnNSVrei i. � "��1SEP1H ���� �i
fi)L. Addihonafstabiliry bracing for truss system,e.g.�diagonal or X-0racing,is always requiretl. See ��� O
7) BC517 `��`, lO �O� ''�ii
9)23 atccortlance wilh BCSInB2 orrusin„Y install temporary lateralrestraint antl tliagonal bracing,in ` ��r�G1S7fqF:"f'A i�
) gproprietary.methods(e.g.Stabi�izer,etc.). ` Q:Q, Q �(n,9 g
LOADCASE(5) Standard � � QE_�yd}Z226 s =
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Job Truss�� TmssType Qry Pry i26�ongA�egees�aies
IBqYB298
{26 LONG R1�JGE ESTATES� TOtA RoolSpeual � �
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LOADING(ps� SPAqNG 2-0-0 CSI DEFL 'in (loc) I/Cefl Utl PLATES GRIP
TCLL 20.0 plates Increase 1.15 TC 026 Vetl(LL) -0.03 3-5 >999 240 MT20� 197/144
TCDL t0A Wmberincrease 1.t5 BC 0.18 Vert(TL) -0.09 3-5 >682 t80
BCLL 0.0 Rep'Stress Incr Yes WB 0.00 Horz(TL) 0.00 3 n/a nla
BCDL 10.0 CodeIRC2006/TPI2002 (MaGix) Weightl9�lb FT=20%
LUMBER BRACING
TOP GHORD 2x4 SPF No.2 TOP CHORD SUUdural wood sheathing direc[ly applied or 5-0-0 oc pudins, except
.BOT CHORD 2x4 SPF No2 end verticals.
WEBS 2r3 SPF No2 BOT CHORD Rigid ceiling directty applied or 10-0-0 oc bracing.
SLIDER Left2x6SPFNO22-7-4 '
REACTIONS (Iti/size) 3=262/0-&8.(min.0-1-e),5=t90/0-1-8 (min.0-1-8)
Max Hoa 5=-70(LC 4)
Max UpliR3=-44(LC 5),5=-2�(LC 7)
FORCES (Ib)-Max.Comp./Max.Ten.-Ail forces 250(Ib)�or less�except when shown.
NOTES (7-10)
t)Wind:ASCE 7-05;�90mph;TCDL=6 Opsf;BCDL=6:Opsf',h=25ft;Cat.II;Exp BI enclosed;MWFRS(low-rise)gable end zone and GC
Ei4enoq2)zone;cantilever lefl antl right exposetl;end vertiwl left antl righ�exposed;GC(or members antl forces 8 MWFRS for
reactions shown;Wmber DOL=1.fi0 plate grip DOL=t60 � -
2)This Vuss has been designeU for a 10.�psf bottom"chord live load nonwncurrent with any other live loatls.
3)Beanng a�joint(s)5 considers parallel to giain value using ANSI/TPI 1 angle to grain/ormula. Building tlesigner.should verily capaciry
of bearing suAace.
4)Provide mechanical connection(Gy others)of truss to bearing�0�ate at joint(s)5.
5)Provi�e mechaniral connection(by others)oitruss to bearing plate capable ot withstantling 1001b uplifi atjoinqs)3,5.
6)This truss is designetl in acwrtlance with the 2006 Intemational Resitlential Code sections R502.1 t1 antl R802.102 and referenced
slandartl'AN51/TBI1. �
7)1. Additionai stability bracing for imss system,.e.grdiagonal or X-bracing,is always required. See
e) BCSIL
9)23.�It is eiciremely important to propetly insfall,temporary lateral�estraint and diagonal bracing,in
10) acrartlance:ovi�h BCSI-B2br using proprietary meihods(e.g.Stabilizer,etc.). `\`"���p1111tlq���''
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Job Tmss Tmss Type pry Ply 12b Long Rmge Btates
18028Y99
I2fi LONG RIOGE ESTqTES T01D Commom � �
Job Reference(oplional)
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LOADING(psn SPACING 2-0-0 CSI DEFL �in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC 0.18 Vert(LL) -0.77 6-e >999 240 MT20 169/123
TCDL 10.0 Lumberinaease t15 HG 0.41 Vert(TL) -0.42 6-8 >583 t80
BCLL 0 0 Rep Stress Incr Ves WB 0:27 Hoa(TL) 0.03 6 n/a n�a
BCDL �0.� CodeIRC2006/TP@002 (Matriz) WeighC991b FT=20%
LUMBER BRACING
TOP CHORD 2z4 SPF No2 TOP CHORD SUUCtural wootl sheathing tlirectly applied or 6-0.0 oc purlins.
BOT CHORD 2x4�.SPF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2a45PF5�5tud
SLIOER Lett 2xe SP 2400F�2DE 6-7-4,RigM 2x6 SPF No2 3-4-1
REACTIONS (Ib/size) 1=824/Mechanical,6=886/0.3-e (min.0-1-8)
Max Hoa 1=-177(LC 4)
Max Uplifll=-33(LC6),6=-66(LC 7)
FORCES Qb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less excepl when shown.
TOP CHORD 1-2=-1018/120,23=-799/126,3-4=-799/124,4-5=-884/126,56=-1048193
BOT CHORD i-8=-53r/47,6-8=-12/769
VJEBS 3-8=-28/523
NOTES (7-10)
1)Unbalanced roof live loatls have been considered for ihis design.
2)Wind:ASCE 7-05;90mph;TWl=6.Opsf;BCDL=fi.Opsf;h=25ft�,Caf II;Exp 8;enclosetl;MWFRS(low-rise)9able entl zone and GC
Extenor(2)zone;cantilever left andright exposetl;end verticalJett antl right exposeQGC for members antl�orces 8 MWFRS for
reactions shown;Lumber DOL=1.60 plate grip�o1=1.60 �
3)This truss has been designedfor a t0.0 psf bottom chord live load nonconwrrent with any other live loads.
4)Refe�to girtler(s)foctmss ro tiuss connections.
5)Provitle mechaniral wnneclion{by.others)bf iNss to bearing plate capable of withstanding�OO lb uplik atjoint(s)i,6.
6)This Imss is tlesigned inaccordance with lhe 20061ntemational Residential Code seclions R5021 t� and ft802.102 and referencetl
standz�d ANSI(iPl 1_
7)1. Additionafstability biacing�or Uuss system,e.g.�diagonal or X-bracing,is always requiretl. See
e� ecsn. . i��pSEPy D o'.
9)23.lt is exlremely important to propetly;install temporary lateral restraint and.diagonal bracing,in �P „�� O
10) acwrtlance with BCSI-B2 or using proprietary methotls(e.g.Stabilizer,etc.). Q� � � ,.
� ��p�r'�;\STEq`• -�'j,'�.
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ieazeaoo
R6 LONG RiDGE ESTATES T01E Comman � �
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10-2-0 � 10-5-e '
Plate_Offsets_(X,Y):_�2:0-3-0,0_2:4],[B:0_fi-0,03-�]
LOADING(ps� SPACING 2-0-0 CSI DEFL in Qoc) I/deFl Ud PLATES GRIP
TCLL 20.0 Plateslncrease �1.15 TC O.te Vert(LL) -0.17 6-8 >999 260 MT20 169/123
TCDL 10.0 Lumberincrease 1.15 8C 047 Vert(TL) -0,42 6-e >583 180
BCLL 0.0 Rep SUess Incr Yes WB 027 Horz(TL) 0.03 6 n/a n/a
BCDL 10.0 CodeIRC2006ITP12002 (Matnx) Weight991b FT=20%
LUMBER BRACING
TOP CHORD 7�c4 SPF Na2 TOP CHORD SlmcWral woodshea�hing directly applietl or6-0-0 oc putlins.
BOT CHORD 2x4 SPF No2 BOT CHORD Rigid ceiling tlirectly applietl or�0-0.0 ocbracing.
WEBS 2x4 SPF-S Stutl'
SLIDER Lek 2c8 SP 24�OF 2.OE 6-7-4,RiBM�68PF No2 3-0-t
REACTIONS (Ib/size) 1=824/Mechanical,6=886/03-8 (min.0-1-8)
Max.HOrz 1=-177(LC 4)
Max Uplifl 1=<33(LC 6),6=-66(LG 7)
FORCES Qb)-Max.Comp./Man.Ten..-All forces 250 Qb)or less ezcept when shown.
TOP CHORD 1-2=-1018/120,23=-799/126,3-4=-799/124.4-5=-884/t26.5-fi=-1048/93
B07 CHORD L8=-53AA7,6-8=-111769
WEBS 3-8=-28/523
NOTES (7-70)
1)Unbalancetl roof live loads have been considered forthis tlesign.
2)Wnd:ASCE 7-05;90mph',TCDL=fi.Opsf;�BCDl=6.Opsf;h=25((j Cat9i;�Exp B;enclosed;MWFRS(low-rise)gable enE zone and OC
Extenor(2)ione;�cantilever lefl and right ezposetl;end vertical left and right exposeG;GC(or members antl fomes 8 MWFRS�for
reactions showq Lumber DOL=1.60 plale griD DOL=7�.fi� �
3)This tmss has been designetl for a�10.0 psf bottom chortl live load nonconcurrent with any other live loatls.
4)Refer�o girtler(s)forimss to tmss connec6ons.
5)Provitle mechanical connection(by others)p(truss.to bearing plate.rapable of wi�hslanding 10016 uplift at joint(s)1,6.
6)Tfiis truss is�Gesigned.in.accordance with.the?�Ofi Intemational Residential Code sections R502.11.1 and R802.102 and referencetl
stantlard-ANSI/TPI 1.
7)1. Atldilional sta0iliry bracing for tmss systern,e.g.tliagonal or Xb�acing,is always required. See
e; ecsn. r a� :a ae v a ry - a s.�� o�����pSEP/�ru����,
9 23.It is eatremel im nl to ro tl .install tem ora lateral restiaint and dia onal bracin
10) accortlance,wRfi�BC51-B2 or using proprietary methotls(e.g.Slabilizer,elc.J. ��� � � ��
� :�p�.'GtSTEq`'�.�"�"��'.
LOAD CASE(S) Stantlard `Q;;F`� Fp�'c�9'
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: 9��; . � .. �'Vi�V:
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July 1,2014
A WARNINGPI se1M1r gOtyre Vie;,'C �o fsACknowltlg �I fPOBulOS�andarOTermsbrManulacluredP 0 1 ��m:V�.'fy0 'q pa melers tl tl 1 t�isTmss
pesig 0 B �IheDJR f nce5� t( 0314)b( O IyMT k q pl t� � Ilb 01 M 1 tl e e gl be IJ Th W 0 g 0 -ng' E �es
acwpl !e po�Iplry(o iM1 tl B oi1M1 gl Vu -r4 p itl pq tlh .Th d g pl I d g ntllo '(blry tl f�tis p po tl nyp R I �
builtl g Ih e p �b I ry ol N O 4� Ovm f 1� �etl g t 1� B Id g 0 9 P ANSIRPI 1. L t I 1 t tle 9 1 5M1O 'E''J I b tl cM1 M m E s �
�aRto! p nbuckl g ly It rbultl g labllyb -o g AdE( It p ry �1 'Vdago Ib2' gl � t blrytl g � 1 ct ip � p tily�of�betm �nslaller.
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AN51?PIt ,PorgeneralguEaneregaNingtlesgnrespons0il� s,-IabnwfoM1QUalryconVOl-5�orage,El ry� Qn,lt leslranlanddg Ibaung,mnsulllhelatestetllonoflM1e
'IRC,melec,nrvsl/TP11-ineBCSlsummarysneets-anaroracs�(euilainqcom0onemsarerylnrortnaton)avalae�ermmsecAatwww.sticiauslry:comaneam/re�area�re�allafon'nrormation �(�'/N�IN(�aC(C
�supplieE In iM1e jotisi�e padage_The�msz Cezigner or Irvss Uesign enginear(also UeBnetl zs a zpecielty engineer)is NOT t�e Builtling Designer of t�e Guil�ing. �
Jo� Tmss TmssType ply Ply 1Y6LOngRiOgeESWez
IBC3B301
L}26 LONG RiDGE_ESTATES T03 Gommon 10 1
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PROBUILD, MOORESVLL�EINC615B ]430fOd1<IOflMiTeklnamNes.Inc. MOnJUn30t]:<1:33101< Pagel
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��-0. ]_5-8 id-]-] 22_1-13 30-1-0 31-1-0
1-0-0 I'S-8 7"2"0 �b"5 �-11-3 1-0-0
axB = SwIe=1:e2]
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il
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d�l'i �-i aia ��o '1'—a�s �r�_.��o�q
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10_1 1 19_10=9 30-1_0_
� 10_1-1 9-9-9 � 108-]
LOADING Ipsn SPACING 2-0.0 CSI DEFL in (loc) Udefl L/tl PLATES GRIP
TCLL 20.0 Pla�eslncrease 1.15 TC 0,47 Ven(LL) -024 9-71 >999 240 MT20 169/123
TCDL 10D Lum6er Increase 1.15 BC 0.58 Ven(TL) -0.68 9-11 >525 180
BCLL 0.0 Rep Stress Incr Ves WB 0.36 Horz(TL) 0.07 9 n/a n/a
BCDL 10.0 Cotle IRC20D6RPI2002 (Malnx) Weight:1241b FT=20%
LUMBER BRACING
TOP CHORD 7x4 SPF No2 TOP CHORD SirucNrel wood sheathin9 tlireqry applied or 3-3-7 oc purlins.
BOT CHORD 2x4 SPF Na2 BOT CHORD Rigitl ceiling direcLy applied or 10-0-0 oc brecing.
WEBS 2x4 SPF No.2'Excepl'
4-13,841:2e4 SPF-S Stud
SLIDER Lefl2afiSPFNO24-6-13
REACTIONS (Ib/size) 2=1257/0-3-e (min.0.2-0),9=1267/03-e (min.0-2-0)
Max Hoa 2=-250(LC 4)
Max LlpliR2=-81(LC 6),9=-89(LC 7)
FORCES (ID)-Maz.Comp./Maz.Ten.-All Porces 250(Ib)or less ezcept when shown.
TOP CHORD 2-3=-1614/129,3-4=-1406/157,4-5=-1422/186,S-fi=-1308R30,6-7=-1329/243,
7-8=-1556/797,8-9=.1746/157
BOT CHORD 2-13=-61/1224,1243=0/883,11-12=0/883,9-11=-4/1348
WEBS 4-13=-345/206,6-13=-76/557,6-11=-95/690,841=-421/220
NOTES (69)
t)Unbalancetl roof live loads have been wnsidered for ihis tlesign.
2)Wintl:ASCE 7-05;90mph;TCDL=fi.Opsf;BCDL=6Apsf;h=25ft;Cat II',Exp 8;enciosed;MVJFRS Qow-rise)ga61e entl zone antl GC
E�enor(2)zone;cantilever Iefl and right exposed;end vertical lefl antl right exposeQGC for members antl(orces 8 MWFRS for
readions shown;Lumber DOL=1.6U plate gnp�OL=7.60
3)This tmss nas been tlesigned for a t0.0 psf bottom chortl live loatl nonrqncurtent with any olher live IoaCS.
4)Provitle mechanical connedion(by ot�ers}pf lruss to bearing plate capable oF withstanding 10016 uplifl aljoint(s)2,9.
5)This truss is designed in accortlance wit�Ihe 2006 Intematianal ResiOential Code seclions R502.11_7 anC R802J01 and re(erencetl
stantlard ANSIRPI 1.
6)t. Atltlitional stability bradng(or Vuss system,e.g.tliagonal or X-bracing,is always required. See
)23.IBt sseziremely impohanYto propedy.install temporery lateral�.resireint and diagonal bracing,in ,p``���pgEP'H�������ii,
9) accortlance wiN BCSI-82 or using pmpne�ary met�ods(e.g.Stabilizer,etc.). `�� � ��( /��
LOAO CASEIS) Standard `��P�G�STEj�FO"�'A�9 i
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= s =
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p WARNING PleafelM1O eh�Y ' � U�^C 1 ! A k owleepe e IoIP Bultlsta e NT mzl M I cWretlPOtlu[is f .V ntytl g pa ten e e lesonlli Tmss
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builtl g 0 �p -bly �I� Ow 'tM1 Own f a 1� �zeC p 1 N B ld g0 g pe�AN51/rPlt Lalaal� V itl �g 4 �own '�ti'tl alweba tlUOtl bers �
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AEEit ipe m�uidnpstadlryE(d pofN erellsVUd � �M1e po s�IryWN Ovm r Ilr Own f 00' O pe t �� B IJ p0 6 � Pe 1� IRC 1� IBC E�
NNSIRPII ForgenerelguEencareperJngaesgnnsponsiblll ,fabnceloryqu Irymnlrol.storape,tlel ery etlon.l l elmslranlenCA'aBOnelbrzunB,���NHM1eleiestedtionoitM1e
IRC,I�e10C.AN51RPIi,IheBGSlaummerye�eelz,enElorOCS1�BUiltlinpComponeni5alerylnlormeGOn)aveiVblelromSBCAatxv.wsMintlusVy.comenEaM�leleUlmiallationinloimaeon ENG/NEER/NC�[c
supP�������e I�zile paGaPo�T�e W as 4vgner or Wu Uesipn engnem(a�soCMiM]as e sperialry enpinee�)is NOT I�e BuilOirg OeaB�er ol Ne GuilJinp.
Job Tmss TmssType �ry Ply �a6�anp3�ageES�aias
fM LONG R19GE_ESTATES T03 Lommon �p �
ieaxeaoz
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PROBUILD. MOORESVILLE,IN 66159 ].C30sOtl10201JMiTeklnEUSNes,lnc. MonJUn301)A1'.503010 Pape1
IO:k3072rBswhAQy%rYCJdca3ottl-qT31GmJ4MVHJaRARCPpfLhlxPBl WOROtjBWiTJZ10nV
j 1"�-� 5<b 10.5-B � 15b8 20-11-0 21-11-0
1-0-0 5<d 5-0-0 it-0 � 5�4-8 �1-0-0
are = Scaie=i�ae.e
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10-58 � 20.11-0
10:SA 10-5-8 '
Plate ORSets_(X,V):_[10_0-fi_0,0-3-OJ
LOAD�NG(ps� SPACING 2-0-0 CSf DEFL in (loc) I/tleFl Ud PLATES GRIP
TCLL 20.0 Plates lncrease 1.75 TC 0.79 Vert(LL) -0.16 8-10 >999 240 MT20 169/123
TCDL 10.0 Lumber Inuease 1.15 BC 0.48 Vert(TL) -0.41 8-10 >607 180
BCLL 0.0 Rep Stress Incr Yes WB 027 Horz(TL) 0.03 8 n/a n/a
BCDL t0.0 CodeIRC2006/TPI2002 (MatAx) WeighCe7lb FT=20%
LUMBER BRACING
TOP CHORD 2z4 SPF No2 TOP CMORD SlrucWral wood sheathing tlirecty applied or 6-0-0 oc pudins.
BOT CHORD 2x4 SPF No2 BOT CHOR� Rigid ceiiing direcUy apptied or 10-0-0 oc bracing.
WEBS 2z4 SPF-5 Stutl
SLIDER Lefl 2rfi SPF No2 3-4-1,Rig�t 2z6 SPF No.2 34-1
REACTIONS (Ib/5¢e) 2=8W/0.3-8 (min.0-1-8),8=897/0.3-8 (min.0.1-e)
Max Horz 2=177(LC 5)
Maz Uplitt2=-66(LC 6),8=-66(LC 7)
FORCES (Ib)-Max.Comp/Max.Ten.-All forces 250(Iti)or less except when shown.
TOP CHOR� 2-3=-1069/92,3-4=-900/126,4-5=817/124,5-6=-817/124,6-7=-900/126,7-8=-1064/92
BOT CHORD 2-10=-54l781,8-10=-1?A81
V9EBS 510=-23/538
NOTES (G9)
1)Unbalancetl roof live loads have been wnsidered for�his design.
2)Wntl'ASCE 7-05;90mph;TCDL=6,Opsf BCDL=6.Opsf;h=25R;Cet II;Exp B;enclosetl;MWFRS(low-rise)9able end zone and GC
Extenor(2)zone;cantilever lek antl right exposed;entl veRical lefl and right exposed;PC for memEers antl forces 8 MWFRS for
reactions shown;Lumber DOL=1.60 plale grip DOL=1.60
3)This iruss has been'desiBneE for a 10.0 ps!bottom chortl live load nonwnwrrent with any other live loatls.
4)Pmvide mechanical conneclion(by otheis)ol truss to bearing plate capable of withstanding 700 Ib uplift at loinl(5)2,8.
5)This Wss is desiqnetl in accortlance with lhe 2006,Intemational Rasitlential Cotle sec�ions R502.11.1 antl R802.702 and referenced
stanGard ANSIRPI 1.
6)1. Addilional stabiliry bracing for truss syslem,e.g.tliagonal or X-bracing,is.always requiretl. See
7) BCSI1.
e)23.It is extremely importan[�o pmpedy install temporary lateral restraiM and diagonal bracing,in ````� ��SEPrN��O O��
9) accortlance with�BC51-B2 or using proprietary methods(e.g.Statiilizer,etc.). ���� �//
LOAD CASE�S) Stantlard `��Q.���G\STEq`F.'�A�
i
; Q :P o4�9"=:
_ ; PE-11072220 S =
❑ ' s � • c
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:
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July 1,2014
A wnRwNC ai s moro aniy �u "c � re nctnov.teae ���P oBu m saneam 1 rms m.Menutanurea aroa � �o�v ry e p pe �� ena man noim on m's rmsz
��e d B �N Q'�Aef ro cesneel� o3N�oeroro .o ryMT km rietl pl l n Iloe al N 1 e B e "nB� � alq.mfim e 9 esnnB- ewtes
eccept ce ( po 'plyl N tl y ofPe gl W� m p tJ pne4M1 " TI� tla g e pl lo d gco tlt t plly 0 !Iti c p I( anyp Rwler ,
LuiIE g R spo sblryolN Ovm ,iM1 Ow efse I�onzaE g 1 Iti�8 Itl g0e�B OarAN51rtP11. L t I 1 Itlesg alanfsM1 o - d Eu Iwebe atliotl pers �
arolo p ' nEUtkl poNy nal�ofbultleq Iab4rybaG B A�4o 11 po ry V' VEeBO IM � g�o� s n 1 WIryO -g WcLOn�slpelesportdlry fl� Wz 'nzleWer.
hUON ip�a�,mo�ia B �b��N� unpoiNeoe IISWtl Ih povtily ItM1 Ovmeql� Ownl �� n E g IoN B IC gpe'B P t� IRCN 18CanG
AN51?PI1, Forqene�alp Ean e?�emaa g Pansbilles��f bncalan quelryconlrol,storege�tlel ery emclon,l I alraslnmantld gonelbaonp coniulll�elaleatetllonoltM1e
IRC;I�e19CANSIRPII'1� BCSlsummary M1 isenNOrBC51�BulUingCOmponen�5alerylnto�ma4on�evaiW0lehomSBCAalwxe.sEtlnOUS4y.mmaMeM��lateE"ns�eYa4on'nlarmation ENG/NEER/HGuc
sup0���d In IAe joLVle paGCpe.Tl�e was devyner or W ss Uasign engined�alao tlaGME af a 5pecia�lY enBm«0�z NOT Ne BuilJinp Desigmr o�Ne Euiltling.
Jo� Truss Truss Type pry pty iz6 LonB Rioae ez�aies
19C2B303
}2fi LONG RIbGE_ESTATES T04 Common � �
JbRI ! ' I
PROBWLD. MOORESNLLE.IN�6158 ].AOSOCt1Y2013MiTeklnEUSMes.lnc MonJUn301)A1:J020H Pagei
I D'.k3b72r9sw�A0yXrYCJticrz3ottl-qT31GmJ4MvHJOR4RCPpiLhlAyBqR OUhIjB W i TJZ 10n V
�—�`�-�—� 4q"8 � 9-1-8
1-0-0 4-18 5-0-0
Scale=i�12.9
4xB =
a
I
��I ��\ �\
zao tz ' �
�
5rt i � �� �
3 \ �
�a ��� � \5
fi ��°
/V � 4e � A.
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2 /��� � A 5
I n \\I\�I I�
fl I._I / U� 2-5 I I
Us �-�
1
3e12 II 1 Sx4 II �'
3:8 II
f 4_1_8 9-1E
4_1_e ' S.p{�
Plate ORSets_(X Y);_[2:0.9-1,Edgej,_[5:0_2_12,0.0-1]
LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl Lltl PLATES GRIP
TCLL 20.0 Plateslncrease 1.�5 TC 0.15 Vert(LL) -0.02 5-6 >999 240 MT20 169/123
TCDL 1�.0 �umberinaease 1.15 BC 0.17 Vert(TL) -0.06 5-6 >999 180
BCLL 0.0 Rep Stress Ina Yes W6 0,10 Hoa(TL) 0.07 5 Na n/a
BCDL 10.0 Code1RC2006/TPI2002 (Matrix) Weight:351b FT=20%
LUMBER BRACING
TOP CHORD 2a4 SPF No2 TOP CHORD StmcNral wood sheathing tlirectly applied or 6-0-0 oc pudins.
BOT CHORD 7x4 SPF No2 BOT CHORD Rigid ceiling direc0y applied or 10-0.0 oc bracing.
VJEBS 7�c45PP-SSWd
WEDGE
Right 2z4 SPF-S Stutl
SLIDER Lefl2ze SP 2400F 2.OE 2-6-7
REACTIONS (Ib/size) 2=423/0.3-e (min.0-1-8),5=356/0.38 (min.0.1-8)
Mac Hoa 2=-7fi(LC 4)
Max Uplik2=-46(LC 6),5=-18(LC 7)
FORCES Qb)-Max.Comp./Max.Ten.-All forces 25U(Ib)or less excepl when shown.
TOP CHORD 2-3=421/48,3-4=307/67,4-5=-025/59
BOT CHORD 2-6=0/293,5-6=0/293
NOTES (69)
1)Unbalan<ea roof live loads have been considereC(or�his design.
2)Wnd:ASCE 7-05;90mph;TCDL=6.Opsh BCOL=6.Opst;'.h=25fl;Cat II;Exp�B;enclosed;MWFRS Qow-rise)gable end zone antl C-C
6Rerior(2)zone;cantilever lek antl right exposed;entl vertical lefl and right exposed;GC for members and farces 8 MWFRS br
readions shown;Lumber DOL=1 60 plale gnp DOL=1.fi0
3)This tmss has been Gesignetl tor a 10.0 psfbottom chord live loatl nonconcurrenl with any oNe�live loads.
4)Provide mechanical connection(bypthers)of iruss to�bearing plate wpable of withstanding.1001b uplitl atjoinqs)2,5.
5)This lmss is tlesignetl in accordance with lhe 20061nlemational Residential Code sections R502.11.i and R802.t02 antl referenced
siandard ANSIlrPI i.
6)1. Additional stabiliry Oracing for lruss system,e.g.tliagonal or X-bracing,is always requiretl. See
�) ecsn. � p,1SEPrH���� �
e)23.It is extremely important�o propetlY install temporery lateral restraint antl diagonal brecing,in p�� �/i
9) accordance wiN BCSI-B2 or using proprietary melhotls(eg.Stabilizer,e�.). ``��� �0 ����i��
LOAD CASE(S) Stantlard. `,p���GiSTEj��O��a��
; e� 9:
= s �->>oizzso L =
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July 1,2014
p WNRNING PI I� g�tym'e 1� 'C t f h h ovAetlpem t IPmBUIE51 tl NT slo M t 1 reEP E u Ipm.V fyE B P tereanOreatlnolveonNSTrma
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relo�wmp sso CuGI g ly o�i r�ultlng9abltyE ' g ADOt II po ry I -Ud� Bo IE � gi ' m t plyU g � i 1 ��M1 espanstilryoltM1eWSZ'nzlnller
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ANSI?GI 1 For Benerel gu tlance rcBa�tling E 8 espans Eil I es�aGnw�ion,qual M ���ol slo2pe Oelivery erod on I 1 I ealrnnl anE J eponel LmanB m�sW�Ne laiesl eJ uon ol Ne
IRC,NeIBL,ANSIRPIt NeOCSlsummary n � anerorecsi�e aa pCOmponent5alerylnromuuon�a.alamervom50CAa�w�vn.zerineuzvy.mmanaerrym�atea-nstenaton-niomutian EN('rl/1/�/J1f(�'CGC
suppiied in Nejabsila perk5ee.The wza ee:igner or wss aesipn engineer�elao aerinee as a speually enainrep Iz rvOT Ne Builain8 cesigner oi ine Cuilding.
Job Truss Truss Type pty Ply 11b Long Riaea Esams
'� IB4YB300
1�[6_LONG RIOGE ESTATES TOS RoofSpxial' S 1
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PROBUILO, MOORESVILLE,IM66t5B NJOa0d14201]MiTeklntluslnm,IncMOnJUn301].41:34201< PeBe1
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LOADING(ps� SPACING 2-0.0 CSI DEFL in (loc) Udefl L'tl PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC �26 Vert(Ll) -0.03 3-5 >999 240 MT20 19�A44
TCDL 10.0 Lumber Inuease 1.15 BC 0.18 Vert(TL) -0.09 3-5 >682 180
BCLL 0.0 Rep Stress Inu Yes WB 0.00 Horz(TL) 0.00 3 n/a nia
BCDL 10.0 CodeIRC2006RP12002 (Ma�dx) WeighL191b FT=20%
LUMBER BRACING
TOP CHORD L4 SPF No2 TOP CHORD Structural wood shealhing tlirectly aOPlied or 5-0.0 oc putlins, ezcept
BOT CHORD 2x4 SPF No.2 end vertirals.
VJEBS 2x3 SPF No2 80T CHORD Rigid ceiling directly applietl or�0-0-0 oc bracing.
SLIDER Lek 2x6 SPF No2 2-7-4
REACTIONS (16/size) 3=262/43-e (min.0-1-8),5=190/0.1-e (min.41-8)
Mav Ho2 5=-70(LC 4)
Max Uplifl3=-44(LC 5J,5=-21(LC 7)
FORCES (10)-Max.Comp./Max.Tea-All forces 250(Ib)or less escept when shown.
NOTES (7-10)
1)Wnd:ASCE 7-05;90mph;TCDL 6.Opst BCDL=6.Ops(;h=25ft;Cet II;Esp B;enclosed;MWFRS(low-nse)gable ena zone and GC
Extenor(2)zone;wntilever lek antl right exposed;end vertiral lefl antl right exposed;GC(or members and forces 8 MWFRS for
reactions shown;Lumber DOL=1.60 plate gnp DOL=1.fi0
2)This Vuss has been tlesi8ned for a 70.0 psf Eottom chorU live load nonconwrtent with any other live loatls.
3)Beanng a�joint(s)5 considers parallel to grain value using ANSIRPI 1 angle to grain fortnula. Building designer shoultl verily wpacity
of bearing suRace.
4)Provide mechaniwl connection @y others)of truss ro bearing plate atjoin[(s)5.
5)Provide mechanlcal connetlion(by othars)of tmss to bearing piate capable of withstantling 100 Ib upli(t at joint(s)3,5.
6)This wss is designetl in accortlance wil�lhe 2006 Internabonal Residential Code sections R502.11.1 and R802.102 antl referenced
siandartl ANSI/TPI i.
7)i. Adtlitional stabiiiry bracing for tmss system,.eg.diagonal or X-0racing,is always required. See
B) BCSI7.
9)23.Il is extremely importanl to propetly install temporary lalerafres�rain�and diagonal bracing,in
10) accortlance wiih BCSI-B2 or using propnetary methods(e_g.Slabilizer,etc.). �p��`1OSEP{�l�����/��l
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Job � Tmss 7mss Type oty� Ply 126 LonO Riege Esta�es
IB42B305
1�[6_LONG R16GE ESTATES VO1 Valley � �
Job Reference(opllonap
PROBUILJ, MOORESVILLE,IN 46158 ].430 s Od 142013 MITeh Intlusines,Inc Man Jun 3a 11:E1:352014 Page 1
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LOADING(ps� SPACING 2-0-0 CSI DEFL in Qoc) Ifdefl Utl PLATES GRIP
TCLL 20.0 Plates�lncreaie 1.15 TC 0.12 Ved(LL) n/a - n/a 999 MT20 169/123
TCDL t0.0 Lumberincrease 1.15 BC 0.07 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr Ves WB�� 0.00 Horz(TL) 0.00 3 n/a n/a
BCOL 10.0 Cotle-IRC2006lTPI2002 (Ma�riz) WeighL6lb FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF-S Stud TOP CHORD Simctural wootl sheathing directly applied or 3-3-5 oc pudins, except
BOT CHORD 2z4 SPF-S Stutl end verticals.
WEBS 2x3 SPF No2 BOT CHORD Rigitl ceiling directty applietl or 10-0-0 oc bracing.
REACTIONS pb/size) 1=89/3-2-9 (min.0-1-e),3=89/3-2-9 (min.0-b8)
Ma<Horz�=26(LC 5)
Mas Uplift 1=-6(LC 4j,3=-1�(LC 6)
FORCES (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less excep[when shown.
NOTES (6-9)
1)Wnd:ASCE;7-05;90mph;�TCDL=6.Opsf;BCDL=6 Opsf;h=25ft',Cat II;.Exp B;enclosetl;MWFRS(low-rise)gable entl zone antl CC
6ctenor(2)zone;cantilever lek antl right exposed',end vertiwl lefl and right exposetl;GC for members antl fomes&MWFRS for
reaclions shown;Lum6er DOL=1.fi0 plate grip DOL=1.60
2)Gable requires wntinuous bottom chord'bearing.
3)This iruss has been designed for a t0.0�psf boHOm chord live load nonconwrrent with any other live loads.
4)Provide mechanical connedion(by others)of Imss to bearing plale capable of withstantling 1001b uplik atjoint(s)1,3.
5)This tmssis tlesignetl in accortlance with the 20061n�ernationahResidential Code sections R502.11.1 and R802.102 antl referenced
standard ANSI/TPI i.
fi)1. Adtlitional stability 6radng for truss system,e.g.diagonal or X-bracing,is always required. See
7) BCSI1.
�8)23.It is exlremely imponan�to pmpedy install temporary lateral restraint and diagonal brecing,in
9) accordance witk8C51-82 oF�using proprielary melhods(e.g.Slabilizer,etc.).
LOAD CASE(S) Standard
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Job� Truss Truss Type Ory �FI�iY6�onp Riage es�aiez
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PROBUILO, MOORESVILLE,IN46158 ]AJOZOd111013MiTeklntlusNes.Irc.MOnJUn301➢:H:351010Page1
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LOADING(ps� SPACING 2-0-0 CSI DEFL in Qoc) Utlefl Utl PLATES GRIP
TCLL 20.0 Plateslncrease 1.15 TC o.92 Vert(LL) Na - n/a 999 MT20 t691�23
TCDL 10.0 Lumber Increase 1.75 BC 0.57 Vert(Tl) Na - n/a 999
BCLL 0.0 Rep Stress Inu Yes WB 0.�0 Hoa(TL) 0.00 3 n/a n/a
BCDL 1�.0 CoOe IRC2006/TPI2002 (Ma�nx) Weight:151b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF-5 SNd TOP CHORD Structural wood sheathing tlirecty applied, except entl verticals.
BOT CHORD 2x4 SPF-5 Stud BOT CHORD Rigid ceiling direclly applietl or 10-0.0 oc 6reang.
WEBS 2x3 SPF No.2
REACTIONS Qb/size) 1=249/7-2-9 (min.0-1-e),3=24917-2-9 (min.0-1-e)
Maz Hoa 1=70(LC 5)
Maz Uplik 1=-16(LC 4),3=-27(LC 6)
FORCES (�b)-Max,Comp./Max.Ten.-All forces 250 Qb)or less except when shown.
NOTES (69)
i)WnO:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat II;Eicp B;enclosed;MWFRS Qow-rise)gaEle enU zone and GC
Extenar(2)zone;cantilever lefl and rigMezposed;end vertiwl left antl right exposed;C-C for members antl forces 8 MV�RS for
reactions shown;Lumber DOL=t.60 plate grip DOL=1.60
2)Gable requires continuous bottom ctiord bearing.
3)This tmss has been tlesigned for a 10.0 psf bottom chortl live load nonconcunent with any other live loads.
4)Provitle mechanical connection(by others)Af tmss to bearing plate capable ot withstantling 1001b uplifl at joint(s)1,3.
5)This tmss is Oesigned in acwrtlance with t�e 20061n[emational Residential Code sec[ions R502.11.1 antl R802.102 antl referenced
stantlard ANSI/iPl i.
6)1. Adtlitional stability brecing for truss system,e.g.Oiagonal or X-bracing,is always required. See
7) BC511.
8)23.It is enlremely impoitant to pmpedy inslall temporary lateral restraint antl tliagonal bracing,in
9) accordance with BCSI-B2 or using pmprietary methods(e.g.Stabilizer,etc.).
LOADCASE(S� Standard
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LOADING(psp SPACING 2-0.0 C51 DEFL in (loc) Udefl UG PLATES GRIP
TCLI 20.0 Plates Increase 1.15 TC 025 Vert(LL) n/a - n/a 999 MT20 169I123
TCDL 70.0 Lumberincrease 1.15 BC 012 Vert(TL) Na - Na 999
BCLL 0.0 Rep 5tfess lna Ves WB �O6 Hoa(TL) 0.00 3 Na n/a
BCDL 10,0 CotleIRC20�6RP12002 (Malnz) WeighC2316 FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF-5 Stud TOP CHORD SWdural wood sheaNing tlireclly applied or 6-0.0 oc purlins.
BOT CHORD 2z4 SPF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc braung.
OTHERS 7x3 SPF No2
REAC710N5 (Ib/size) 1=164/9-3-5 (min.04-8),3=1fi4/9-3-5 (min.0-1-8),4=348/9-3-5 (min.0-1-8)
Mac Hoa�=74(LC 5)
Maz Upliftl=-13(LC 6),3=-17(LC 7),4=-2(LC 6)
FORCES (Ib)-Max.Comp./Mav.Ten.-All forces 250(Ib)or Iess except when shown.
NOTES p-10)
1)Unbalanced roof live loads have been consideretl for this design.
2)Wnd:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25fl;Cat.II;Exp B;encloseG;MN/FRS(low-rise)gable entl zone and GC
Extenor(2)zone;wntilever lefi an0 right exposetl;entl vertical IeR and right exposeQGC Por members antl/orces 8 MWFRS for
reactions showq Wmber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous botlam chortl bearing.
4)This tmss has been designetl for a 10.0 pst bottom chord live load namm�current with any other live loatls.
5)Provide mechaniwi wnnection(by olhers)o(Wss to beanng plate rapable of withsWnding 1001b uplift atjoin�(s)1,3,4.
fi)This truss is desi9ned in accortlance with ihe 2006 International Residential Cotle sections R502.11.1 and R802.102 and referencetl
stantlard AN51/rPl 1.
7)1. Atltlitional stabiliry bracing for tmss system,e.g.tliagonal or X-0racing,is always requiretl. See
B) BCSIi.
9)23.It is eziremely important to propedy install remporory lateral resiraint antl tliagonal bracing,in
10) acwrdance with BCSI-82 or using pmprietary meNOds(e.g.Stab�izer,etc.).
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Job� � Truss Truss Type p�y Ply t26 Long Pitlqe Es�ies
if_LONG RIdGE_ESTATES VO4 Valley � �
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�5_ 5-9-0
Plate_0lfsets(X,Vj;_[2;0.2-O,Etlge]
LOADING(psfJ SPACING 2-0.0 CSI DEFL in Qoc) Udefl Ud PLqTES GRIP
TCLL 20.0 Platesincrease 1.15 TC C.14 Vert(LL) Na - Na 999 MT20 1fi9/123
TCDL 10.G Lumber Increase 1.15 BC 0.36 Vert(TL) n/a - Na 999
BCLL 0.0 Rep Stress Incr Yes WB 0.00 Horz(TL) 0.00 3 n/a n/a
BCDL �OA CodeIRC2006/TPI2002 (Mahix) Weight:121b FT=20%
LUMBER 9RACING
TOP CHORD 2x4 SPF-S Stud � 70P CHORD Stmctural wood sheathing Oirectry applied or 5-9-5 oc purlins.
80T CHORD 2z4 SPF-5 Stutl BOT CHORD Ri9id ceiling tlirecUy applied or 10-0.0 oc bredng.
REACTIONS Qb/s¢e) 1=796/5-e-10 (min.0-1-8),3=196/5-&10 (min.0-1-8)
Max Horz 1=<3(LC 4)
Maz Upliftt=-B(LC 6),3=-8(LC 7)
FORCES (Ih)-Max.ComO��Max.Ten.-All forces 250 Qb)or less excep�when shown.
NOTES p-10)
1)Unbalancetl roof iive loads have been consideretl for this tlesign.
2)WinE:ASCE 7-05;90mph;TCDL=6.Opst BCOL=6.Opsf;h=25R;Cat.II;Exp B;enclosed;MWFRS(low-rise)qable entl zone and GC
6ctenor(2)zone;cantilever le%and right exposed;entl vertical left and right exposetl;PC(or members and fo¢es 8 MWFRS kr
reactions shavn;Lumber DOL=1 fi0 plate grip DOL=1.fi0
3)Gable requires continuow Cottom chord bearing�.
4)This lruss has 6een tlesigne0 for a 10.0 psf botlom chord live load nomm�currenl with any other live loatls.
5)Pmvitle mechanical wnnetiion(by ot�ers)of Iruss to bearing plate capable of withslantling 100 Ib uplifl at joint(s)1,3.
6)This truss is Oesigned in accortlance with Ihe 2006 Intemational Residential Code sections R502.11.1 anG R8�2.102 and referencetl
standard ANSI/TPI t �
7)1. Additional stabilily brecing for Iruss syslem,e.g.diagonal or X-6racing,.is always requiretl. See
8) BCSIi.
9J 23.It is eztremely important to propetly install temporary lateral restraint and diagonal bracing,in
10) accordance with BC51-82 or using proprietary methotls(eg.Stabilizer,etc.).
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