HomeMy WebLinkAbout14050117 Truss Plans �
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EAIGINEERING uc
DrJ Engineering, LLC
(FKA: DW Consulting,LLC)
6300 Enterprise Lane
Re: Atwater 8 3CS �FT Madison, Wisconsin, 53719
MiTek 20/20 7.4
121 Long Ridge Estates
The truss drawing(s) referenced below have been prepared by DrJ Consulting, LLC under my direct supervision
based on the parameters provided by ProBuild (Mooresvillel.
Pages or sheets covered by this sea1:18171746 thru Ig 171775
My license renewal date for the state of Indiana is July 31, 2014.
Impotlant Notice:7he aauracy of t�e Truss Design Drawings relies upon:All tmss antl wmponent Aesigns utilize
manufadurer published wnnector(i.e.tmss plate,etc.)design values and Amencan Lumber StanGards Committee
(ALSq approvetl rules-writing agency lumbertlesign values(where Soulhern Pine has been specified,those tlesign
values are as tabulatetl in Southern Pine Inspection Bureau Gratling Rules 2002 Edition Supplement No.13).Lumber
design values correspontl with ihe gratle stamp prior to cross cutting as(a)approved by the Board of Review of ALSC
(b)tabulated and footnotetl by the applicable mles-writing agency using a published eftective tlate,(c)apProvetl antl
published by the American Wood Council for use in the NDS engineering equations for Ne tlesign of simctures using
lumber,and(d)referenced in the latest edition of ANSIlTPI 1,Section 6.3.
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.�� .��.,?VO�AN�'.���4�:
����i��SS�ONA 1 E?G����`
May 7,2014
Ryan J. Dexter, P.E.
The seal on these Truss Design Drawings indicates acceptance of professional engineering responsibility solely for
the truss component(s) depicted on the individual Truss Design Drawings. The design assumptions, loading
conditions, suitability and use of this component for any particular building is the responsibility of the building
designer or owner of the trusses, per ANSI/TPI l. The responsibilities and duties of the iruss designer, truss design
engineer and truss manufacturer shall be in accord with the latest edition of ANSI/TPI I Chapter 2 unless othenvise
defined by a contract agreed upon by the parties involved.
Job Truss Truss Type �Oly �Ply IIf Long RidBe 6�ates
�'ANJATEft_�3C5 LFT CGOt OlaBonalHipGiNer � � IBP1>48
Job Reference(opUOnal)
PROBUILO, MOORESVILLE,IN06159 )i3psO4U]OIJMITeklnEUSNea,IM. TUeMay0fi13:08]0201� Page1
ID:12KU?HRw10yP5_c6NVTOJZTOah-2sWRp_1 eDCAHryAKiMVFdgRGZPLHez%utll2kFzJCxp
i 4-1-03_{ 2_10-9
1443 240-9 '
Stale=Ltfi.3
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2-00.2 240-9
2-944 p-0-]
LOADING(ps� SPACING 2-0-0 CSI DEFL in (lac) I/defl L�d PLATES GRIP
TCLL 20.0 Plareslncrease 1.75 TC 0.13 Vert(LL) -0.00 4-5 >999 240 MT20 197/144
TCDL 10.0 Lumberinvease 1.15 BC 009 Vert(TL) -0.01 4-5 >999 180
BCLL 0.0 Rep Svess Incr NO WB OD2 Horz(TL) -0.00 4 n/a n/a
BCDL 10.0 Cotle IRC2006/TPI2002 (MaMx) Weight'131b FT=20%
LUMBER BRACING
TOP CHORD 7�c4 SPF No2 TOP CHORD SUUCtural wood sheathing tlirectly applied or 2-10-9 oc putlins, except
BOT CHORD 2x4 SPF No2 ena verticals.
WEBS 2a3 SPF No2 BOT CHORD Rigid ceiling direc�y applied or 1�-0-0 oc braung.
REACTIONS (Ib/size) 5=200/0.3-t� (min.0-1-8),4=89/Mechanical
Mau Hoa 5=7fi(LC 5)
M�UpliflS=-41(LC fi),4=-20(LC 5)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ih)ar less except when shown.
NOTES (G9)
1)Wind:ASCE 7-05;�90mph;TCDL=6.Opsf,BCDL=6.Opsf;h=25ft;Cat II;Exp B;encloseQ MWFRS Qow-rise)gable end zone antl GC
Erienor(2)zone;rantilever left and right exposed;entl vertical lefl and right ezposed;C-C for members and forces 8 MWFRS for
reaclions shown',Lumber DOL=1.60 plate grip DOL=7.60
2)This Iruw has been tlesigned/or a 10.0 psf bottom chord live load nonconwrtent with any other live loads.
3)Refer to airtler(s)for Wss to Wss mnnections.
4)Provide mechanical connection(by others)of Wss to bearing plate capable W withstanding 41 16 uplift atjoint 5 and 2016 uplitt atjoint
4.
5)This tmss is designetl in accordance with the 20061ntemational Residencial Cotle sections R502.11.1 antl R802.10.2 and refererced
stantlard ANSI/TPI 1.
6)1. Additlonal stabiliry b�acinq tor tmss system,e.g.diegonal or X-bracing,is always requireE. See
7) BCSIt.
8)23.If is eztremely important topropetly install temporary lateral resVaint antl dia8onal bracing,in
9) accortlance wiM'BC51-B2 or using propnetary melhods(e.g.Stabilizer,etcJ.
LOAD CASE�S) Standard
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May 7,2014
� WhRNING F 1� B�h � N< C ftomef Ack wAMB � �P Bu IE St E d te i M I d mO Pivtl tl I .V 'ry tl e Va ten O atl �es an t�o Tmzs
Oezig GtxinB aM Ih aJ F I S�eet( .01t<��elom se O ly M Tek m d pl 1 � II O J lo th a W tl p tl ' B� � �b� T� w»E g J awv�p" d t s
ceep�a I po �G�ryio�NeCesp IN � gl W pon IEeppeEM1e�' .Th E 59 P� ,I tlbg a10 s s tlably E ofN w pa ib anypeniwl r B
bui10 8� �h po 'EIy 1t� Owne thaO.m fs �� ' E B � �� B 1EngD sq pe ANS/TPI1. L 1 Ir 1 tOe g !0 5s�owno d Eu I b O �oMm Ees �
arero p buckl B ly �f EuIE B ��ly� p g.AGGI II po ry 1 'VO g IMatinB�o'nsle t OIyE g n t clo � ��e esfonstilryof�M1elrvv-nsleller.
Atldil �10 a e tbulE B 101'yE 'n8 ll� II wct e' �b esponsblry Ilh Own ,N Ovm ! Non etlaBe t �� Bultl gDe p ;P ���eIRC I�e10Lantl
AN51?PI 1 For general gu tleirce ngaN ng tlei B��ezponi E I 1 a,faUncaton,qual y conirvl,storaB�tle�very metlbn,lateral ros�2 n(an0 E ponel EnonB.��suli Ne latee�etl t on ol Ne
IRC,ueIBC,ANSIrtPn,NeBCSisummarymxu.anNOrBCSI�BUUtline�mpwmisabryimormauon)avaiWelahomSBGa�wnw.'zenne�stry.mmanaan�miaiva�zmuaooninlormation ENG1NftF/NG�ec
supplietl In I�e IoOSile paGepe.The vuss 45iB^er onmss EesiB���9�ear(also Celietl as e zperielq enqineer)is NOT Ne BuilEinB�signer o11M1e EuitOing.
JoE Tmss Truss Type Oty Ply 121 Long eiOBe Eslales
�InTWATER6�3CS_LPT CG02 OiagonalMipGirtler � �
ientta�
Job Reference_(opUonal)
PR09UILD. MOORESVILLE.IN4615B ).�3psOdWY0t3MiTeklntluztnm,Inc. TUeMayOfitSAH'.1120taPagel
ID:12KU?HRw10yP5_cfiNVTOJzTM�-W14pOK2G_w18D6kVJG40Ua1 nVZIa05DB�HmbHhzJCso
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14.0 240.9—�
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z,iaz aio-s
' z-s-ia o-0=�
LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/de0 Utl PLAiES GRIP
TCLL 20.0 Plates Increase 1.15 TC 0.13 Vert(LL) -0.00 4-5 >999 240 MT20 197/14a
TCDL 10.0 Lumber lnvease 1.15 BC 0.09 Vert(TL) -0.07 45 >999 180
BCLL 0.0 Rep 5[ress Ina NO WB 0.02 Horz(TL) -0.00 4 n/a n/a
BCDL 10.0 Cotle IRC2006/TPI2002 (Matrix) W¢ighf.�31b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Stmctural wooG shealhing directly applietl or 2-10-9 oc putlins, ezcep�
BOT CHORD 2z4 SPF No2 end verti�als.
WEBS 2x3 SPF No2 BOT CHORD Rigid ceilinB directlyapplietl or 70-0-0 oc brecing.
REACTIONS pWsize) 5=200/0.3-10 (min.0.1-e),4=89IMechanical
Mae Hoa 5=76(LC 5)
Max UpliftS=-41(LC 6),4=-20(LC 5)
FORCES (16)-Maz.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES (6-9)
1)Wintl:ASCE 7-0Q�,90mph;TCDL=6.OpsY,BCDL=6,OpsY,h=25ft;Cat.II;Ezp B;enclosed;MWFRS(low-rise)gable end zone and GC
Extenor(2)zone;wntilever lefl antl right exposed;end vetlical left and righl exposed;GC for members and forces&MWFRS Por
reaqions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This lruss has been tlesignetl(ot a 10.0 psf bottom Mord Iive load nonconcurrent with any other live loatls.
3)Refet lo girdeqs)for [russ to Wss mnnections.
4)Provide mechanical connection(by ot�ers)of truss to bearing ptate capable of withstanding 41 Ib uplik at joint 5 and 20 Ib uplifl ai joint
4.
5)This truss is designetl in accordance wilh ihe 2006 international Residential Code sections R502.11.1 antl R802.102 and retererceE
standard ANSI/TPI 1.
6)1. Adtlitional stabiliry bradng(or truss system,e.g.tliagonal or X-0racing,is always requiretl. See
7) BC511.
e)23.Jt is�eutremely,importanl to propedy install temporary la�eral resiraint antl tliagonal bracing,in
9) accoNance with BCSI-B2 or using pmpiietary methods(e.g.StaGlizer,etc.).
LOAD CASE�S) Slandar0
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May 7,2014
� WaRNIN R tnoro B�N ro� m ^C am I acknov.leape t ot PmBU m Si e m T � rn �a rea arotl ts lam V eify a p pa iers e a ies on m s Tmss
ce�g Q' 'B dlh D�JReIe S�eel( o�ia�e ror :o rymiexconnea pl t �allb eCl Vi WssEevpnE�avn 8� � IH. TI� W O B 4 ' p' �Utes
a�spt I po 'elry� N e �g qlpes glew p le pae0neren.Th tle q pl ,I aE g al uelyantl seoRti � po If nypen iv �
Guiltl p" In <p �Olry I i� Ovm �� Own f �M1 � �tl g 1 ih B iE 3 D 'g p FNSIRPII. Late al � t E 'B � � on n0'0 al eG an0 thoN m Eers �
refo p ' E rkl p ly �if b IE 8 ��Ity6 ' B Atltlt It poaryrc� �Vd Bo Ib ' BI ' e t�IryOU 8 n t d � 1� spo b'Ity��t� i n'ns�eller
Atltli(o Ip enlbulE B �DIyU �npoli� II 1 tl ' N �eaponsbAry INeOvm .N Own f tp neE p i rNeOUIE p0 B /P���eIRC iM1 IBC nE
ANSI?PI1FOrgeneralpuOar¢erepardngOeapnresponsGlilmlaG�wlim,yualry niml,slareBeElery,eren'on,latttalrcfVainlanEEponelEnong,�emullNela�¢s�ptli�i000�Ne
IRC.NeIBC,FNSI?PI1,Ne8C51xummarys�eeb,anNOrBC51�BUdEingCamponmi5aferylniormaUOn�availa0le(mmSBGalwww.sGtlnEUSiry.mman0airymlateCinztatlationinloimauon ENG/NEIIt/NGac
suOPU�in IM1ejoOSi�e paGaBe.The huzs Eesipner w vuss Eesipn enginem plao OeLneE az a zperialty eng�eer)is NOT Ne Bui�Einp Devgner ai t�e OuilEing.
Job Truss Truss Type oty Ply 1Y1 Long Ritlpe Estales
iRPNATER E�3CS_LFT GE01 GABIE � � 16111148
J b R f ! f n
PROBUILO. MOORESVILLE,INC6158 1.030zOC11C2013MTeklndusMes,Irc. TUeMay0613AB-.102010Pape1
1012KU?HRw10yPS_c6NttOJZTotl�-wtllxeM58Gr7j4ZT5xCZBFWCJiMJ�Rn6pE?G�OZJCd
-�-0-0 20-11b a141-0 4241-0
1-0-0 2041-8 � 20.11-8 j.p-p
Smle=1'.]6.1
�PLYWOOD SHOWN IS NOT PART OF COMPONENT DESIGN. 5�-
23 I4 25
Sllee�Fmn� T�
FullS�eathing 8.00I12 Z ��� .,Th��e z
i.air�neosee zoj e, � � . . �� se
18 19i1�/ �� � � �� � ���� 3t
1] g.aj� � �� -
� I I � \ 32
1fi /�. / . ' 1
12 t4 ��%�� � i i� % ' / � � / . I Yq 39 33 34
�� �3 pi / . � �ade zsei ( / i I t 3s
21 It
h a.6 = m� �1 �� � � � ��st9 � 1 • /�� �s]�5 .�' ' �� �� i�� 35
I' I "I 2488 �I'e.�/ 2963 � ft 3� �8
fi � � 1)]5� ' � /
9 i i II � .iST! l �� � 22q0 �.1666 � I✓ 3t Bt i ��� . 38
0 �� 13PB / ��/�18&la, 24]2 � �il 28'84:1 /I �� 3168 �� a\
] �,.�11 81 � .��. 1&➢8��! �� - % 3�64 . 3S5] �I 6�� 39 aa.a9
i / �/ �` �� � 3z 60 � al ss ao
853 ia_ i I '' �.
a e 3 eeo e�s � s � ��z eo . . 1e � . / / i � �� , sa5e, / i uaSa , eo
< .� � ;il, �,o�z i, �;�� � �% ,��� ,I � � ,� , � , �� �3�f�� �i«���a� <saa
3 /=. ' / � '/I� I � at 52 . a az6 .
'� ����%II � Ij� _ %I!'� �I � -��-,� ;�,�I .�� -�_I� I�,I�I �� !l'�, �I , � �%�. ( �� �i �I li�';�„� <_ �m
o�- - . � s��=.d= �=d,i�_ �-akaa�_�.i -V � .r�- +�. x tF_- � �-,�, u_,r�-=�� n=.�as=aeae
� - -, �a
3xfi II
88 B] B6 85 B4 83 82 81 BO ]9 ]8 ]) ]8 ]5 ]E ]J 12 ]1 90 89 BB 6� 6fi fi5 BC 83 fi2 81 fi0 59 5B 9 56 55 59 53 52� 51 50 d9 <6
?:8 II Sx8 = Safi -
41-11:0
41-01-0 {
_Plale_Offsets(X,Y):_[2;0.1-12,0-0-5]„[3:0-1-14,0-2-0j„[9;0-144;Edge],[39:0-1-14,Edge],.[45:0.1-14,0-2-0],_[4fi;0-1-12,0.0-13],_[63:0-&0,0-3-0],[73:0-3Q03-0]
LOADING(psQ SPAqNG 2-0.0 C51 DEFL in (loc) Udefl L/tl PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC 0.07 Vert(LL) -0.00 47 n/r 180 MT20 197/�44
TWL 10.0 Lumberincrease 1.15 8C 0.02 Vert(TL) -0.�0 47 Nr 127
BCLL 0.0 Rep Siress Incr Yes WB 0.09 Hoa(TL) 0.01 46 n/a n/a
BCDL 10.0 Cotle IRC2006/TPI2002 (Matnx) Weigh�:8061b fT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Stmctural wood shealhing directly applietl or 6-0-0 oc purlins.
BOT CHORD 2z4 SPF No2 BOT CHORD Rigitl ceiling directly applietl or 10-0.0 oc 6redng.
OTHERS 2.3 SPF No.2'EacepC WEBS 1 Row at mitlpl 2468,23-69,22-70,21-71,20-72, 19-73,
24-68,23-69,2567:2v4SPF No2 2567,26-66,27-65,2&64,29-63
SLIDER Lett 2x4 SPF No2 1-0-4,Right 2z4 SPF No2 1-0.5
REACTIONS All bearings 41-11-0.
Qb)- Max Horz 2=106(LC 5)
Maa UpliR Ali uplifl 100 IE or less at joint(s)2,70,71,72,73,74,75,76,77,78,
79,80,81,82,83,84,85,86,87,Be,fi6,65,64,63,62,6t,60,59,58,
57,56,55,54,53,52,51,50,49,48
Max Grev All reactions 25�Ih ar less atjoint(sJ 2,68,69,70,71,72,73,74,75,
76,77,78,79,BO,B1,82,83,84,85,46,86,87,88,67,66,65,64,63,
fi2,61,fi0,59,58,57,56,55,54,53,52,St,50,49,48
FORCES (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less ezcept when shown.
TOP CHORD 22-23=-19/253,23-24=-20/250,24-25=-20/250,25-26=-19/253
NOTES (10-13)
1)Unbalanced roof live loatls have been considered for this tlesi8n.
2)Wnd:ASCE 7-05;.90mph;TCDL=6.Opsf;�BCDL=6.Opsf;h=25ft;CaL II;Exp B;enclosetl;MWFRS Qow-nse)9abie entl zone and C-C
Eztenor(2)zone;wntilever lefl and nght ezposetl;end vertical lefl antl right exposed;GC for members and forces 8 MWFRS for
readions shown;Lumber DOL=1.60 plate grip DOL=1.60
3) iruss tlesiBned for wind loads in the,plane ofAhe t�uss onry. For studs exposed to wintl(normal to the face),see Slandard Induslry
Gable End Detailsas appiicable,or mnsWt puali(ed builtling tlesigner as per ANSI/rPl 1.
4)All plates are 1.Sx4 MT20 unless olheovise indicated. `",p1111Ul�p���
6)Gable stu0srspatznd at�u0-O�oc m chord bearing. \`\`����QgEPN OF��i
�)This tmss has Deen designetl for a�10.0 psf�ottom chord live loatl nonconcurrent with any other live loads. `� �..,j'G�S7ER. j. ��
B)Provitle mechanital wnneclion(by olhers)of iruss to bearing plate capable of withstantling 100 Ib upliX at joint(s)2,70,71,72,73,74, �Q:Q.� FOt,tn9�
75,76,7i,7B,79,60,81,82,83,84,85,Bfi,87,88,66,65,64,63,62,61,60,59,58,57,56,55,54,53,52,51,50,49,48. � � �_��O7n20 � �
9)This�russ is designed in accortlance with ihe 20061ntemational Residenlial Code seclions R502.11.1 and R802.102 antl referencetl = i =
standartlANSI/rPl1. ? e � � � �
70)1. Adtlitional stabiliry bracing for truss sys�em,.e.g.diagonal or X-0racing,is always required. See % '� .� $TAT �F ;' ? �
11) BCSIi. i 9 • !V �
12)23.It is extremely important to property insWll temporary lateral resiraint and diagonal bradng,in �i �.t��' l��;:'�a� :
13) accortlance with BCSI-B2 or using proprietary meNOds(e.g.Stabilizer,eta). ��i��', � �a(j�`,���
LOADCASE�S) Stantlard ���/I/pp�p1
May 7,2014
� WARNING F �� B�M�� N G 1 ! Ack owlMge eM iP BuIE@ E NT i M 1 n tlProE 1 I V �IyE q p i ¢enEmaEnamzantli Tmss
�esg preui g tliM1 DJR 1 S�ret(rc 0114)b�re .O hMT krn acto pla� M1 Ilb tll IM1' w aE spntl�a -pl Ee IO.TF wssdesB�tlrawinp-d lez
ccepl 1 e 0 sblry� iM1 d 'B ��� - pl � p itl ptl Eh - .T� tl g pf ,I d g tll 't Elry tl � Itti� mponenlloranypa� lai B
�ulao�g" 1� p 'b'Ity I1� Own t�eOwn f Ib ' tl B � �� B lJrgDeiB 0 NN51?PI1. L t 1 ve IE g_ f h ' E'tluelwe�antlrhoNm b rs �
pe ' L�tltl g ly If bulE B ��IIyE g AtltlUO It p ry 1 'VO go 10 Ci gl nsum �dlry0 B t a N responf0lyofiM1eWZ laller.
AtlEI a'p nentOUIE p �adlryL ung IN IIZWd ' N po s0.lryolU�ePmer,N Ovm I uNOnx<tlppe t N B IE gDe g qPeiNeIRC NeIBCanO
ANS/TPI 1 For pmeml gu daM.e repeN ng Jesqn mspmvCifY s(aEnol on,qual y co wl,smrzye ael very eredian,lalerel resva nt anJ J aBO al braang,mnsull0e lalen eE fan ol Ne
iac,me�ec,aHSirrvi i.me acsi summa�y sneeu,ammr eesi(euaanp eomponem saiey imarmation�e.aamie imm seeA arvn.w.ztana�zvy.mm ana any rciaim�nsiana�on inmrmmion EHGlNEFR/NGitc
supplied n t�e ja0sna pa6ape.Tl�v Wss tlezigner or W sz Oevyn en8ineer(elso Cefivetl es a spaialry enBineer)is NOT 0e BuilJirp�esigner oi Pe Cuiltling.
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�� WHRNING PI �poo ghly Me C t Y Arhn w1eEg t fP 6uItlS1 tl tlTe- � M f i �tlP d ct ( V 'fyE 8 P � antlrea4no�esonVi T s
Oes9 0 q Etb pJR ( wSM1e 1( 0314)b I O IyMT k q yl 1 M1allb tl( M tm C g E( ngl be IJ.T�' 1 tl 5g e ng� d 1 s5
ccept I Po biryl N tle�g Wlh gl � p nttl pq EM1 Thetl �g s pt I C g tl� n t blry tl I�M1' 0 e�I ypah I
EuIEn9 �� P �IryoltM1 Own �M1eOwn f No� �tl g nt t� B-ltl g� �g Oe AN51?PI1. L 1 alre f IE g ( � � d�tlu I b tldi tl b �s �
areb p s �E&I g IY �� b Id gslabltyb �- g AGdi� II �p ryre 1 -Ud g n Ib�aa gl - eslablirytl g -� tmp IM1 � p "tilry tt� Vus 'nstaller
AtlOt Ip nibuld B �bltyb bg i1M1 II ( q t� p�nz�lry ItM1¢O 1� �wnef IM1 r J B�� �h �B IE gD �g P IM1 IRC Ih IBG ntl �
ANSIRPII F rgene�alg d qaNngtlesB��esponstill I b afomqu Iry Nrol slorage E I' ry en ,I I Ireslran��entltl g Ibracing w II�� I t 1 dlonoftM1e ���
iac,meiecamsurvfimeecsi:�mma�ysn�isa�am.ecsiie�m��gcompo�emsaieyi�rom�aroma.eiaeiei�omsecnm.w..,.mc� a vy.�ma�ea�yreia�ea-�:�anano���ro�ar� ENGINEERINGuc
suOPlietl in�M1e joESite pa<kaBe.The Irvss Jesigner or imzs aesign engineer(also Jelinetl as a specially engineer)is NOT�I�e 6uiltlin0 Oesigner of 0e Ouiltling.
I�o� ITmsa IT�uss Type py Py 111 Lonp Ritlge Estatea
F4TVJATER BiJCS LFT GEO1B GAB�E � �
IeV1]49
L I I �JObRelerenre(optionap__
PR09UILq-MOORESVILLE,IN 46158 ]630 f Ju1351013 MiT¢k InEUSlries,Inc. We0 Mey 091t26:05]014 Page 1
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-1-0.0 ]_1_-8 10:00.8 20_11-8 2]_10.8 3d.9A � Gt_it_p 4]-11-0
1-0-0 1q-6 ' 6-11-0 ' 641-0 ' 6-11-0 ' 641-0 ]4-
8 1 0-0
Safi = SwIe=1:T/.a
PLYWOOD SHOVJN IS NOT PART OF COMPONEN7�ESIGN. •
�
Sbcet Fmnt 6 00 12 i�a:\
Fuli SlieaNi�g � +
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4 �a9144-�� � � � ��� � �� .�� ifi6��8&B9)t.�2 ��� � . 10
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3 �:6^48�9�bq ./�� 3]�39 . &19 30�32 �1691wt4� 1� �
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z��II . �{2"< �ii`,°-A� �I/ � i i �.isill vza � I�i p eiesi / �I�� � L/ II.�� eaes
50.51 Iqp iY�S' d 19 / � I i1a28 � 5859 � I � I � i�F, �� 1D14 I B2I83 �9R
�2 �q d 2r< I�� A . /�}V / 1 / r 24 � I � iti1�� 12
�11 �� ���I��� � I A , �� �� ��I �� �� �I � � ��/��)aT5fZx781 �� � `�._
I/ ;� —_�'_ ��2.�B.Ij-�I12H��� .�.n � -�_II_=-0 B , �e�1 19 �y"_.�.^'.,�) ��_�4 I�� I� ,I� r.,� � —� .?A�,
; — _ _ k3:fb�'a �11-5�4} ,�VI �d
6r8 II 20 19 18 1) 1e t5 1<8ai8 II Bz8 C
]x4 - 3efi = 3a8 = Jv8 = 3z6 = Se12 = 13
� ]4-B 14-0-8 f 2041-8 � 2I-10-8 i 34-9_8 � 41-N-� {
]-0-8 6-11-0 6-11-0 6d1-0 641U ]-1-8
Plate Ottsets(X,YI: �10'0-212.0-Y-0�.I13A-3A.0-2bJ,�tA:0-2-0,62A7.114'.03-].0-240�.[iSA-2-B.0-t�l.�21:04-H 0-0421.I24:0.1-N 0-0421.RI:0.141,0-0-12�.�30�A-141,0-0-121�3]'.04-],00-91,140:0-1-]
.0-0-8]..(43:Od-7.0-0r81.I`�'.Od41.0-0>121.159:PL71.0-0,12�(62�,Od-11.0-0d21_I65:0_141.0-0d21,I721Od 7.0-0-81..I75:61:].0-0-81.�78:Od-].0-0-Bl
LOADING(psf) SPACING 2-0-0 Gg OEFL in (loc) Iltlefl Ua PLqTES GftIP
TCLL 24.0 Plaleslncrease 1.15 TC 0.36 Vetl(LL) -0.10 i9-20 >999 2a0 MT20 19I/i<C
TC�L t0A Lumberinvease 1.15 BG OAI Vert(TLJ -0.3019-20 >999 1B0
BGLL �.0 RepSVesslna Ves VJB p]6 Horz�TL) 009 13 Na Na
BCDL 100 LoGeIRC2006/rPp002 (Malnx� Weigm�.6001b FT=20%
LUM9ER BRACING
TOP CHOftp 2x4 SPF No2 TOP CHORD Slructural wootl sM1eathing Oireclly appliatl or 35-10 oc putlins, except ena vetlicals.
BOTCHOR� 2x45PFNO2 BOTCHORD RigiECeilingaireIXlyapDlietlorlO-�-OOCbreung, ExcepP.
VJEBS 2x3 SPF No2'Excepl' e-0-0 oc D�ating'.1445.
]4]:2r4 SPF Na 2,11-13'.2a5 SGF No2 WEBS 1 Raw al mitlpt 8-1],6-1]
OTHERS 2x35PFNO2
SLIDER Lefl2r<SPFNO234145
REACTIONS Qblsize) 2=1415I03-8 (min.0$4),14=1B65I6-3-0 (min.0-3�A),13=1fi91G3-0 (min.03-4)
Max Horz 2=-12��LC])
Mex Uplifl2=-109(LC 6�,14=4�(LC]),13=-80(lC])
Max Grev 2=1415(LC 1�.14=1885�LC 1�,13=2d4�LC 11)
FORCES Qt)-Mas.GomplMar.Ten,-Allforces250(IO)orlessexcep�whensbmm.
TOPCHORD 2-3=-2296I295,3-4=�2209/319,4-5=-1]95286,5E=-1]tt/320,6-1=4 2 3113 1 4,]-8=4229131C,
&9=-1040244.9-10=-1135211,10-11=-7lJ53
BOT CHOR� 240=460I1935,19-2�=46011935,iB-19=�46I1530,19-iB=<611530,164]=0530,15-16=0I930,
tA-15=-251190,13-1A=36132]
WEBS ]-1]=-111815.8-17=-SG252.B-05=-545/123.10-15=-]0/1341.tOd4=-168]RB],64]=-]]�/162.
649=0/456.0-19=<B2/132.C-20=02]2.11.14=-53Vi11 �
NOTES (412)
1)llnEalancatl mof live loetls have Geen wnsiaeretl tor�his tlesign.
2)WSnd'.ASCE]-05',90mph',TWL=6.Opst;BCOL=6 Opst�=25M,Cal.II;Exp 8;ercloseB,MWFRS(low-rise)ga�le entl zone anE GC Extenor�2)zone;wntilever
lefl end ngh�expose0;en0 vertical letl entl nght exposaOlFC lor mem0er5 antl lorces 8 M WFRS/or reac�ions s�owq W m�er DOL=1.60 plate gnp DOL=1 60
]) Truss designetl lor wintl loatls in Ne plane ot the Uuss anly. For sWOS esposeG to wintl(normal to Ne face�,see SunEaN Indusiry GaEle EnG Details as
applicaMe,or consult qualifietl builEing Cesigner as per ANSI/rPl 1.
4)All plates a�e 1:5x4 MT20 unless otbamiu inCkatetl.
5)Gable sNES space0 et]�-d-�oc.
6)Tbis tmss Fas Ceen tlesigneE for a 10.0 ps�botlom chortl live IoaG nonroncurrentwit�any o�her live loads.
])Provitle mecban¢zl�mnnection(�y olhers)o(�mss to Oeanng plate fapa�le at wiNStanCing 1 W Ib uplik atjoint 2,4�10 uplift at loint 14 anG 801�uplitt at loinl t3.
1�0�'rylA CSI�aIStaGIpOr nngrfortrusssysem egl6agonalor%-oa�angaisanvaysrequietl505 e' �andR802.ID2anEreference45tan4artlAN51RP11. ``````\`�,OSEP��!/�� �
11)23.II is exkemely impotlant to propetly install lemporary lateral reslraint antl Oiagonal�raang,In � CQ�'`$TE��Q-+'T/�
12) acwrtlance wit�BC51-B2 or using propnetary met�aES(e.g.Sta�llizer,ele.�. �yP '�G
y`(f� i
LOADCASE�S� StanGarO � ¢�' P� ��D�Z220 L9�
: . . �
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:'t� �
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May 7,2014
,'� WARNING PI I�o gMyreb Ne"C t eI AkoWeCO � �POBuIESt C tlT sl M t IuredP E t ! .Ventytle B.P � tl E tesani� Tmss
�esig 0 ' g MIM1 DrJR ferc ce5�ul�re 0}�4)b lo .O tyMTek a Olaless�ell�e EI Ilizl E g E 'piohe IJ.Tli Imistl g tl -np'd�olez
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EuiN g' tliercsponsGlry fN Ovm N Own I Rio ied g Iw�� BvltlrpD g p NNSI?PI1. lat Iro va �tlesgne4 M1 'G'tlwl e am reme Oers �+.�
arei p ' 0 Ging nly no��o�dilC g t tillyb � p AEEti I�e po ry es�anUOaponalp2� g� " ur t dlryd 0�9 W - N p Dlry fl� wz ' tetler.
Atltlit �p nt0uld g t dlryG c qolN 0 � d ' N pon Ely iN O.me N Own ( iM1O� tl g 1 r1�eB Id B�9 e,pe t�eIFQIM1 16CanE
AN51/rP.1 ForpeneralguEaMereBertinB4eignresponetilue,9aGncalon,qu IywnVOl,sm2Ba tl I ery,erctlion.latttalresbainlanEtlegonalb2ung,mnsulll�elalesleGilionofiM1e
iaqmeiec,aNSUraitmeecsi.�mmerv�e=�:,emm�ecsi�ee�aemecomao�amsaroymm�aro�l=�auaeroxomsecna�N,.�,..secmo�s�ry.mma�aaro,a�a�eam:�aueim�-��m�eiro� ENG/NEEIANG«c
s�v_atiea In me ioe:ue ae�ale.rne wne eeve�e,o,wss aesigo ensmee�(.I:o aennee z:z.a«m�v soemee,)��z Nor me 9uimme oeeie�m m me eu�emp.
Job Truss �Truss Type Oty Pty 1I1 Long RiCge Eslatas
�AIWATEI R 3�3C5 LPf GE01 WBLE � �
IBt]P50
Job.Reference.(oplionep
PROBUILD, MOORESVILLE,ING6159 Z430aOtl142013MiivklnEUSlnes,Inc. TUeMey0613'09-I3301< Pe0e1
I D:IYKU?HRw10yPS_c6n]YTOJzTotlh-9MOLX�Co9cG RfyfqzODIBPUSEps�qU0Ru8gEi?zJCxc
-1-0-0 t]41_12 3S11E 36-11-B
1-0.l1 1]4142 � A4142 �.p.p
Sw�e=1:86.0
5xfi =
PLYWOOD SHONMIS NOT PAR7�OF COMPONENT DESIGN.
19 18
SlieetFront
FuIlSneaVJng 8� �� ��.����� �y
' 1PIY]/180580 15�/� '�
14/({ �,� 20
13��1• I� / ' 21
II �-�
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ID /F � � . � � � 7]2]..3 2a
�� 3r,8 : .� ' III. . , � I {I .. �
d" 9� ��� � �� � � /" 1]0]� fl i - � I %P 25 3x6��
� e�iG/ . � / ��5 so �a�e ie��e an � I 1;�, ze
��� 1a5t �. I � .9a�3/I I . 'j� 2]
��� �� / / � �133 % {� 21-42
,i i i s9 / i . � �� / ..� �u�a�zaao �� J ae�
�iass � � � I I4 39 �, yI 3.a -
L43 •80 �/�el� &58 11I I / / � .' I I� I I �Z1�BI63h I) �31
� d�a9p3�
I 2a38 I I�\.
�P� � � �� � ���. / �� � �� " � ` I / / � � � � 2133� 32
ol���T � __�I / J Z_a��- � /11 / --� --b/Alae .-�:/,�_L � .I {`j�_I �I I__.�i�l z� -��_a�'32.I 3am
.. .. .: . _ . -- _ � . . . ..� . -. ._ . . .� , �e
3.8 II 3xB II
80 59 SB 5] Sfi 55 54 53 53 51 50<9 OB 4] Efi 65 4< 43 42 41 d0 39 JB ]] 36 35 34
3xe= 3.8=
� 35_11.8
35-01-8
Piate Offsets_(X,V):_[2:0=4-1,0-0-1],.[32:0=4-1,0_0_ij
LOADING(ps� SPACING 2-0.0 LSI DEFL in (Ix) Udefl IJtl PLATES GRIP
TCLL 2�.0 Plates Increase 1.15 TC 0.06 Vert(LL) -0.00 33 Nr 18� MT20 197/144
TCDL 10.0 Lumber Increase 1.15 BC 0.02 Vert(TL) -0.00 33 n/r 120
BCLL 0.0 Rep SUess Incr Ves WB 0.13 Horz(TL) 0.01 32 n/a n/a
BCDL 10.0 Code IRC2006/TPI2002 (Matnx) WeighC 5741b FT=20%
LUMBER BRACING
TOP CHORD 2z4 SPF No2 TOP CHORD S�ructural wood sheathing directly applietl or 6-40 oc pudins.
BOT CHORD 2z4 SPF No2 BO7 CHORD Rigid ceiling tlirec0y applietl or 10-0-0 oc bracing.
OTHERS 7�c3 SPF No2 WEBS 7 Row at midpt 17-47,i6<Ve,18-46
SLIDER Left 2x4 SPF No2 14-QRight 2x4 SPF No.2 1-7-6
REACTIONS All bearings 3S11-B.
(It)- Max Horz 2=-92(LC 4)
Mas Uplifl All uplift 700 ib or less at joint(s)2,Sq 57,52,53,54,55,56,57,58,59,60,44,43,42,41,
40,39,38,37,36,35,34
Max Grav All reactions 250 Ib o�less at joint(s)2,47,48,50,51,52,53,54,55,56,57,58,59,60,46,32,
44,43,42,41,40,39,3B,37,36,35,34
FORCES �Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES (10-13)
i)UnOalanced roof live loatls have been considered for this design.
2)Wind:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MVJFRS Qow-rise)gable end zone and PC
E�clenor(2)zone;cantilever lek antl right exposed;end vertical left and right ezposed',C-C for members and forces 8 MWFRS for
reactions shown;LumOer DOL=1.60 plate grip DOL=7.60
3) Truss designed(or wintl loads in the plane o(the vuss only. For stutls esposed to wintl(normal to the face),see StanOard Indusiry
Gable Entl Details as applicable,or consult qualifietl building designer as per AN51/TPI 1.
4)All plates are 1.Sx4 MT20 unless olherHise intlica�eE.
5)Gable iequires conlinuous bottom chortl bearin9.
6)Gable studs spaced at 1-4-0 oc.
7)This Iruss has been designetl for a�10.0 psf bottom chord live loatl nonconcurtent wilh any other live loads.
e)Provide mechanical connection(by others)ot Iruu to beanng plate wpaGle of withslanding 10016 upliR atjoint(s)2,50,51,52,53;54, `` "`oSEPrH����� /�
55,56,57,58,59,60,44,43,42,41,40,39y38;37,36,35,34. �\� �/�
9)This�mss is designetl in accortlance wi�h lhe 2006 Inlernational'Residential Cotle sections R502.11.1 and R802.102 antl referencetl ��� � , 0� �i�
stantlard ANSI/rPl 1. � ��ST�'� �'j,%
10)1. Addhional stability braong for imss system,eg.tliagonal or X-bracing,is always requiretl. See �� '� %Q.�G RF�+;F
11) BCSIi. ^ Q: .9 %
12)23.It is esiremely important to propedy install temporary laleral rest2int and diagonal Oradng,in = � �'��07222� = �
13) accartlance with BCSb82 or using pmpnetary methotls(e.g.Slabilizer,elc.). _ _ =
- • • '
LOAD CASE(5) Standard ���`� $T OF �?,�?`
4i :
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May 7,2014
l. WARNInG PI9as inoo ghy � in "C t f R x oxleeBementolProBUlos1 tl oT zb M f d tlP E t I .v �ryae'a�wemet s a a t aanN T as
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Euik g"N po 01ry iM O.me NeO.mef� N 'eE g 1 N B lU B0 g p RNSI/tPl1. Late I V tE g G Iw '0'd Ixep tlMOMme De
rol P � o dl g Ny t( 0 IO�qst Clry� ti p.Addti - II mp02ry st � UE' B 10 � gl � it dlry0 � 9�ns1 qo - 1� po D'I'ly IN 1 ' f 11 r
AEEiI Ip m0ultl g t tilrype�n8 �N II WG ' �� po atilry It� Owne 0 Ovm ( N n 0 p lo N B IEnB�iB�e p �� IRG,iM1 IBL E
ANSIRPI1POrBenerelBd Bia�04 9 P bil� Ib fonqufy tl, t B �1 ry ct let I �anlanEdB �� 'n8,� Iti�elaleletl! (0e
iaqmeiec nNSirtan meewi:�mma�y nbeis,a�erorecs�e�iaoycomno��msar�ymro�.ro��a�eiemarromsecne��.,�,....:n��na�:i�y.mma�aa�v eia�ee'�.imiero�-�mrmaro� fNG/NEERING�[C
:uav��aa n�ne ioe:ne nadage.me�mss aesle�e�or w::ae:l9�=�ameer Ia��o aer ee es e:ce�iauv enpi�ee,)��z Nor�ne suname�:la�e�o��ne ew�aiog.
LJob Tmss Truss Type pty Ply 12t Long Rlege Estates
IPNJHTER fi�3GS LPT GE03 GABLE � � 18191]51
Job Relerence.(optionap
Pft06UILq MOORESVILLE,IN 4fi158 ]430 a Oct 10 Y019 MiTek InEUSines,Inc. Tue May Ofi 13'08254014 Page 1
ID:�2Ku?HRw10yPS_c6n7VTOJZTotlh-6kw6y6D2h�VJ9vFpC50GmBqZCEc%ylPZkL59LmtzJCxa
-1-0-0 14-11-8 , �29-11-0 30-11-0
�1-0-0� 1441-8. � �id-11-8 �r1-p-p�
. Scale=1:56.4
PLYWOOD SHOWNIS NOT PART OF COMPONENT DESIGN. n.s =
iB 19
' SM1eetFmnl �y -r? 7
FuIIS�eat�ing� �6 � � 20
1 Ply]Ii605B9 6-00�12 �5 �'� � ���� 2T
� � /� �� P2
13 �i4� / i `..y.�23
12 /^� / � � . 24
11 4 � �' � � �� � . ����\ 25
10 /I� / ,1]5t t9 49. 26
� � 15 53 ' I 21 4] - I �&3� 2]
B /�iyi � �� '� / 1&60' � / � �I� �
�a /x !-/ iiss/ � I aeei� ,� zo-+e � / z �s . i za
3xfi 5 � / I� � / 1���] I���;�54/� � J'/ . 22=�6�� ��� ��43/�� �I '\. 28
4vfi % 6 � �i _� � 1256 � 200J-.� 2]41 � .<. 30 3x6 .�
3Bq�5 �F .��' �� 8���0.98' � ��F i � , � � . /� �� ���2642 �� �,2439 3b39B4x8 �
3 ,�� � �� ��e,� B BO , � / � �' ��� / 28 0 �� 30]9 92
Z i���YYY'�593 8� / �."� / � � � I � � �. � � 4 31�3]� d4
/
v1 �� �1 �� �A�����/ ' ���,�n /�� / /�� i �� � � ��. � � /,�� �� '�� .�J �� I �f. !39 36i�
o � Nr 3=� 7t !a-2-ST , - % � t�c i -� -� -3a�1, �i1--'E ��--1 _J32J5
3.b II 3x6 li
64 63 62 61 60 59 50 5] 56 55 54 53 52 51 50 49 48 0) 48 45 A4 43 02 41 40 39 3B 3) 36
Sx6 =
29-11-0
29-01-0
_Plale_OHsets.(X,Y)_[7.0_t_12,0-0_5],_[3:0-1-14,0-2-0],_[4'0-3-O,Etlge],(32;0-3_O,Edgej,_[33'0-1-14,0_2-0],_[34'.0_i_12,0-0_137,j51.'.03-0,0-3-0]
LOADING(ps� SPACING 2-0-0 C51 DEFL in (Ixj IldeFl Lld PLATES GRIP
TCLL 20.0 Platesincrease 1.15 TC 005 Vert(LL) -0.00 35 n/r 780 MT20 iW/144
TCOL 10A Wmberincrease 1.15 BC 0.01 Veft(TL) -0.00 35 Nr 120
BCLL 0.0 Rep.S�ress Incr Yes WB 0.13 Hori(TL) 0.�0 34 n/a n/a
BCDL t0A Cotle'IRC2006RPI20�2 (Matriz) Weight:44316 FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Stmctural wood shea�hing tlireclly applietl or 6-0-0 oc pudins:
BOT CHORD 2x4 SPF No2 80T CHORD Rigitl ceiling directly applietl or 10-0-0 oc bracing.
OTHERS 2x3 SPF No2
SLIDER Left2x45PF.No21-0-4,Right2z45PFNo21-0-5
REACTIONS Allbearings 29-11-0.
�(Ib)- Maz Horz 2=77(LC 5)
Max Uplift All upliR�100 Ib or lessaljoint(s)2,52,53,54,55,56,57,SB,59,60,6�,62,63,64,48,47,
46,45,44,43,42,41,40,39,38,37,36
Max Grav All reactions 250 Ib or less at joint(s)2,50,51,52,53,54,55,56,57,SB,59,60,61,34,62,63,
64.49.48.47.46,45,44,43.42,41..40,39,38,37,38
PORCES (16)-Max.Comp./Max.Ten.-All(orces 250(Ib)or less except when shown.
NOTES (�0-13j
1)Unbalanced roof live loads have been considered toi lhis design.
2)Wntl:ASCE�7-OS',90mph',TCDL=fi.Opsf;BCDL=6.Opsf',h=25R;CaL II;�Exp B;enclosed;MWFRS(low-rise)gable end zone antl GC
E�enor(2)zone;can5ilever le(t antl right exposetl;entl vertical lefl and right exposeG;GC/or members and forces&MWFRS for
reactions shown;Wmber DOL=1.6�plate grip DOL=1.60
3) Tmss designetl for wintl loatls�in.the plane of the tmss only. For stutls exposed to wind(normal lo ihe face),see Standard Intlusiry
Gatile End�-0etails as applicable„or consNl qualifetl 6uilding designer as per ANSI/TPI 1.
4}Alfplate5are LSa4 MT20 unless o�he�wise intlicated.
5)Gable,reQuires conlinuous tioriom chordbearing.
6)Gable sWds spaced ai 1-0-0 oc.
7)�This t�uss has been tlesigned for a 10 O,psf bottom chortl Iive�Joad nonwnwrrenl with any other live loads.
e)Provide mechanical conneclion(by.othere)of tru3s to bearing plate capable o(withstantling 1001bmplift atjoint(s)2,52,53,54,55,Sfi, ``� �pSEPH��� ��i�'
57,.58,59,60,61,62 63,64,�48,47,46 45 44 43;42,�41,�40,39,JB,37,36. \��� ���
9)This Iruss is tlesigned in accordance with the 200fi Intemational Residenlial Cotle sections R502�1.1 and R802.102 and referenced �� � ��C �i
standard AN51/TPI 1. ` G�$7�••�,^rj,��
10)t Addilionaf stabiliry braang for tmss system,e.g.diagonal or X-[recing,is always required. See S�:�Q.E•• •1�F�.�Cn9 i
i9) � ecsn. - • PE-1ID12220 s '
12)23.It is extremely important m properly install temporary lateral reslreint and diagonal bracing,in � =
13) accordance with BCSI-B2 or using proprietary methotls(e.g.Stabilizer,elc.). _ =
LOAD CASE�S) Standard �9�. STA OF ;�?1
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supP��eE In IM1e joESile package.TM1e Imss tlesigner or W ss tlesi0�engineer(also tlellroE as a specialty engineer)Is NOT IM1e Builtling Deeigner o(iM1e builtling. �
Job Tmss �Tmss Type pty Ply 1at Long q�itlBe Estates
iennss
�ATVJATER B�JCS_LFT GE04 GABLE � �
1Jo�Reference(optionap_.
PROBUILO, MOORESVILLE,IN4fi158 I ]I34sOq141013MiTeklntlusines,Inc. TueMay0613:08262010Page1
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� I -1-0-0 � 6-0-8
1-0-0 6-0-8 '
PLVWOOD SHOVJN IS NOT PART OF GOMPONENT DESIGN. t5xa II 5caie=t.izz
s
Sbeet Fmnr �Sxa II ' �
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3x6 II
I
Plate_OBsets_(X,V):_[2:Edge,O-03j,[2:0-0=4p-5_9]
LOADING(ps� SPACING 2-0-0 C51 DEFL in (loc) I/defl Utl PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC 0.05 Vert(LL) 0.00 1 n/r 180 MT20 197/144
TCDL t0A Lumberinaease 1.15 BC 0:02 Vert(TL) -0.00 1 Nr 120
BCLL 0.0 Rep Siress Incr Ves WB 0.02. HorzQL) 0.00 7 n/a nla
BC�L 10.0 CodeIRC20�6/TPI2002 (Matnx) WeighC401b FT=�20%
W MBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Slmctural wood sheathing tlireclly applied or 6-0-0 oc pudins, except
BOT CHORD 2x4 SPF No.2 end verticals.
WEBS 2u3 SPF No2 BOT CHORO Rigid ceiling tlirectly applietl or 10-0-0 oc bracing.
OTHERS 2x3 SPP No2
WEDGE
LeR:2x4 SPF No2
REACTIONS All bearings&0-8.
(Ib)- Max Horz 2=77(LC 5)
Maz Uplik All uplift 7001b or.less at joint(s)7,.2,e,9,10
Max Grev All,reactions 2501b or less atjoint(s)7.2,8,9, 10
FORCES Qb)-Max.Comp./Max.tea-All forces 250�(Ib)or less except when shown.
NOTES (9-12J
7)Wnd:ASCE 7-05;90mph;TC�L=6Apsf',BCDL=6.OpsF h=25ft;CaL II;Exp�B;enclosed;MWFRS(low-rise)gable end zone antl C-C
Extenor(2)zone',cantilever left antl right exposed;end vertiwl left and right exposeQGC for members and forces 8 MWFRS Por
reactions shown',Lumber DOL=1.fi0 plate grip DOL=1.60
2) Truss tlesigned for wind loads in the plane of the tmss only. For stutls expased to wintl(normal to the face),see Standard Intlustry
Gable End Oetails as applicable,or wnsult qualifietl builtling tlesigner as per AN51/TPI 1.
3)Gable requires continuous boriom chord bearing.
4)Gable sWtls spaced'at 1-4-0 oc,
5)This Uuss has been tlesignetl for a 10.0 psfbottom chord live loatl nonconcurrent with any other live loads.
6)Provide mechanical connectioo(tiy olhers)of tniss to tiearing plate capable ot wilhstanding�100 Ib uplik atjoint(s)7,2,0,9,10.
7)Beveletl pla�e or sliim requiretl to provide full bearing surface with truss chord a[joinqs)2.
e)This tmss is tlesigned in acwrtlance with the 2006 International Resitlential Code sections R502.11.1 and R802.102and referenced � �`�OSEPty���� �ii,
standar0AN51/iPP1. ��� �/
9)1. AddiUOnal staCilily bracing for Imss.system,e.g.diagonal or X-bracing,is always required. See ���� � , 0� /,.�
�o) ecsii. `�iQ.�r'�'GiSTE9F��}.%
11J23.It is exiremety important to propery install temporary lateral reslrainl and tliagonal bracing,in
i2 arsa�dancewithBCSI-B2o�usin � �;' Q � °.�%
) g propFie�ary methods(e.g.Stabilizer,etcJ. _
_ i PE-11012220 ; _
LOAD CASE(S) Standartl � e � � � �
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refo p sonL hl g ly i(rYUlEnqslatilityU�acig.Atltlti II �p aryresVanUtliagonalbracnglo'nsureslaGlrytlunngwnsWdonsiM1eresponstilryofiM1eWSS'nslaller.
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10-5-13 10.5-13
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ia
Sheet Fmnt r'ia
FuIIS�eat�in9. g �`�`-'�I r\ 11�
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3x4 6 3] 36 35 34 33 32 31 30 29 20 2] 26 i5 24 23 ?p �� pp 3x4
3>8 =
20.�1.11
204141 �
tOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/deFl L/d PLATES GRIP
TCLL 20.0 Pla�es lncrease 1.15 TC 0.04 Vert(LL) n/a - n/a 999 MT20 197/144
TCDL 70.0 Lumber Increase 1.15 BC 0.02 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr Ves WB 0.06 Horz(TL) 0.00 19 n/a n/a
BCDL 10.0 CotleIRC2006/TPI2002 �(MaMx) � Weight�2481b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHOR� Structural wootl shea[hing direaly applietl or 6-0-0 oc purlins.
BOT CHORO 2x4 SPF No2 BOT CHORD Rigitl ceiling directy applietl or 10-0-0 oc bracing.
OTHERS 2x3 SPF No.2
REACTIONS All bearings 20-11-�1..
(16)- Max Horz 1=155(LC 4)
Max Uplik All uplift 100Ib or less at jaint(s)1,29,.30,3i,32,33;35,36,37,2fi,25.24,23,22,21,20
Maz Grav All reactions 25�Ib or less atjoint(s)t,t9.2H,29,30,3t,32,33,35,36,37,27,"26,25,24.23,
22,21,20
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES (10-13)
i)Unbafanced roof live loatls have been consitlered tor this design.
2)Wnd:ASCE 7-05;�90mph;TW L=6.Opsf BCDL=6.Opsf;h=25ft;CaL II;Exp B;enclosed;MWFRS(low-rise)gable end zone and GC
Exterior(2)zone;cantilever lefl antl right exposetl;end vertical left and righl exposed',C-C for members and forces 8 MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3) Tmss tlesigned for wintl loads in the plane of lhe tmss only. Por stutls exposed to wind(normal to the face),see Standard Industry
GableEntl Details as applicable,or wnsWl qualifed 6uiltling designer as per ANSI/iPl�.
4)All plates are 1.5x4 MT20 unless othermise indicateG.
5)Gable requires wntinmas botlom chord bearing.
fi)Gable stutls spaced at�1-0-0 oc.
7)This truss haSbeen�designed(o�a 10.0 psfbottom cho�d live load nonconcurrenl with any other live loatls.
e)Provide meclianical'connection�(by othersjbf tmss ro bearing Plate capable of wilhslantling 100 Ib uplik atjoint(s)1,29,30,3�,32,33,
35,.36,37.26;25:24,23.22.21,20. .
9)This ir�ss is designetl.in accortlance with Ihe 20�6 International Residential Code sections R502:�i.i and RB02.102 and re(erenced
stantlard ANSI/iPl 7. '��,�p7�pp���,
11�) � BCSiii;nal staEiliry bracing.for truss system,e.g:�diagonal or X-braung,isalways required: See `\`�..�`�pgEPH ����i,�
12)23,If is extremely impotlanl to properly install temporary lale�al restraint and diagonal bracing,in ���r�GtS7EqFF"�"A'.
13) accortlance with BCSI-82 or using propiietary methods(e.g.Stabilizer,etc.). ` �^'Q, 01�(�9 i
LOADCASE�S) S�andartl � ; PE-11�1222� ; �
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9sign0 0 4N OJft( Shet( 0316)b( OIyMTka d plt M1llb � 01 t�sl tl B tl � gt E IU. M Vu tl 'B e�ng d tes
ccepl f �p 'pl'ryf IM1 tl �g oil� q1 1 � p ltlepci tl� Thetl 9 Ptons l d g tl� IsElh tl �Ih' po i( any0arf I r ,
b iltlng ib po Dlry it� O e �� Own I IM1 � d g 1 rmee Id g� 'g e pe ANSIRPII�. Lat I 1 �EesB�� h o �a'A t E �qGw�dm �rs
reto y ' b U:I�g My MimbuM Byy EM11yb� � g AtlOt II p ry �t2nVtlago Ibl � gl ' ure 1 blryd g n t tl 1� sp DI'ry fNetNS�� taller.
Atltli(onxlDermanentEUldngslatilryplacingo(IM1eoverall�zlrvtt esiM1eresponzEly R�eOVmeqlM1eOwnefsaul�onzetlagen�ort�eB Itlnppesgnar,periM1eIRQIFeIBCand
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iaq me iec,nNSVrai i me ecsi s�mma�v nee�s,anmo�acs�e�m�e comao-e��saiey mm�maco��a�a iaeie r.�m secn ai w,V,,.ron�a�sin.�m,,,e a�r eiaiea��:ianaro„�mo�aim� ENG/NEER/NGttc
mpplietl in Ihe jobsile pad�age.Tl�e tmse tlesiB�er or W ss Cesign engineer(also deM1netl as a spttialty en8�^aer)ia NOT iM1e Builtling pesigner ol IM1e builtling.
� �Job; Tmss Tmss Type pty iIpjy tai�ong qmge es�a�es
J I Job Re(erence(oplional) iennsa
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�1-0-0 2L-0 . . �
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Scale=ii16.3
4 �
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4�00 12 � �
i
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2E-0
2 6-0
Plate OHsets_(%,V)�._[20.2-8,00.�-t]
LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/deFl UE PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC 0.05 Vert(LL) -Q00 &5 >999 240 MT20 197/iq4
TCDL t0A Wmberincrease 1.15 BC 0.04 Vert(TL) -0.01 2-5� >999 180
BCLL 0.0 RepS�ress Incr Yes WB 0.00 Hoa(TL) -0.00 4 n/a n/a
BCDL 10.0 Code IRC2006RPI2002 (MaMx) Weight:it lb FT=2�%
IUMBER BRAqNG
- TOP CHORD 2x4 SPF No2 7pp CHORD Stmctural wood sheathing tlirectly applietl or 2-6-0 oc pudins.
BOT CHORD 2x4 SPF No2 BOT CHORD Rigid ceilin9 directly applied or 10-0-0 oc 6recing.
SLIDER Lek2x65PFNo.21-e-0
REACTIONS Qb/size) 4=61/Mechaniwl,2=170/0-3-e (min.0-1-8),5=24/Mechanical
Ma<Horz2=71(LC6) �
Mau UpliR4=-48(LC 6),2=-14(LC 6)
Max Grov4=67(LC 1),2=170(LC 1),5=49(LC 2)
FORCES (Ib)-Max.Comp./Max.Tea-All/orces 250 Qb)or less except wnen shown.
NOTES (6-9)
1)Wnd'ASCE 7-0S 9�mph;�TCOL=6.Opsf;BCDL=6.Opsf;h=25k',Cat.II;Ezp B;.enclosed;MWFRS�(low-rlse)gable end zone and PC
Exterior(2)zone;cantilever lefl and right exposed;end vertical left and right exposed;C-C for memhers and/orces&MWFRS for
readions shown;Lumber DOL=7.60 plate grip DOL=1.60
2)This Uuss has�been designed for a 10.0 psfbottom chortliive load nonwnwrrent with any other live loads.
3)Refer ta girtler(s).for truss to truss wrtnedians. �
4)Provide mechanical connection(by others)of tmss to bearing plate.wpable of withstanding�100 Ib uplik at joint(s)4,2.
5)This imss is tlesigned in accordance with lhe 2006 Intemational Residential Code sections R502.11.1 antl R802.�0.2 antl referericetl
standard ANSIRPI'I.
6)1. Adtlilional stabilirybracing for tmss system,e.g.tliaganal or X-bracing,is always requiretl. See
. 7) BCSI1�.
e)23.It is'eetremelyimportant to propetly install temporary laterel restraint antl diagonal brecing,in
9) accoNance witti BC51-B2'oi using proprietary melhods(e.g.Sfabilizer,etc).
LOADCASE(5) Stantlard \�,��p��p�p���''
`�,�`� �pSEP/� � �i�,.,�
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May 7,2014
A WpRMNG PIP I� gM1lyrB IM1 'C b � Ak vAEg 1 tP B IE51 ENT ( M I 1 tlP 0 1 'I .V fyJ g p 1 tl E� IsanOi T s
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arcepl I 0 �Iryf IM1 E-'gn 10 gl vu rq p IA pc1 tlM1 TM1etle g� � p(ons l 0� B tlt t blry E llli p ii .anypeR I �
builE 8 �� P b'Iry tOeOwn 't� Ovm f 1� 'etl g 1 iM1 B�Itl gD 9 0 AN51?PIY. L t I I itl sg � � " d E I b Ocl� Nm b s
arefo�m p �' nb dl B N ��rbultl g �abllyb u g Atltlt II p ry stanUOago Ib � gt ' ure �blryE � g n 1 n ' IM1 ezp ztilryof�M1elms �nstaller.
AOEit nal permanenl�u Id ng slab I ry�ra<ing ol��e orerall SWdwe s t�e respons dl'ry f IM1e Ovmer,l�e Ownefs aut�oi xetl agenl ar tM1e 9u IE ng Oes gner,pe��e IRQ(he 19C anG
ANSI?Plt Porgeneralg �tla UregardTgd sg � p ��Blpes f b� �lan,qualy � V I lorage tlelvery ereqon I t I svain�anEE�gonalb2an8 ��sullihelalesleEtonofNe m
iec,meiec,nrvsirtait m ecsis�mma�y neeis,a�moraCSi�e�ianeeomponenisarerymrom,aron�avaiaeierromsecna��sncia vy.mmanaanyreiaiee'ns�anaton-nmrmanon ENG/NEERINGuC
supplietl.n IM1e jobsile packaBe.T�e�mss tlesigner or imss Cesign en8ineer(also de(natl aa a specially enginrep is NOT I�e Builtling Dezigner ot Ihe builCing.
Job Truss Truss Type pry ply 121 Long Rmge Esia�es
ie1)P55
,I'nlwnrEa e3cs_�Fr �oz �a�.openiN:: i i
Job Reference(opflonary
PROBUILG, MpORESVILLE,WAfi158 ]03050d14]a13MITeklntlusVies.Inc. TueMay0613'08292014Page1
1�92KU?HRw10yPS_c6n7YTOJZTOdh-WJbEaBFueukmjVnmBpUpTBjWq2bVniA140?NGZJC�J(
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1-9-0
Plate_Offsels_(X,V)�_[2:0-2-12,0-0-14]
LOADING(ps� SPACING 2-0-0 C51 DEFI in (loc) I/tlefl L/d PLATES GRIP
TCLL 20.0 Plateslncrease 1.15 TC 0.05 Veh(LL) -0.00 2 >999 240 MT20 797/144
TCDL 10.0 Lumber Increase ��1.15 BC 0.02 Vert(TL) -0,00 .2-7 >999 180
BCLL 0.0 Rep Stress Incr �Ves WB 0.00 Horz(TL) -0.00 4 Na n/a
BCDL '10.0 CodeIftC2006/TPI2002 (Matnx) Weight9lb FT=20%
LUMBER BRAqNG
TOP CHORO 2x4 SPF No2 TOP CHORD Stmctural wootl sheathing directly applied or b9-1 oc pudins,
80T CHORD 2x4 SPF No2 BOT CHOR� Rigid ceiling directly applied or i�-0-0 oc bracing.
SLIDER Lefl 2z6 SPF No2 1-7-1
REACTIONS Qb/sizej 2=143/0-3-e (min.0-be),4=33/Mechanical,7=20/Mechanical
Max Ho2�2=52(LC 6)
Max Uplift2=-22(LC 6);4=33iLC 6)
Max Grav2=143(LC 7),4=33(LC 1),7=40(LC 2)
FORCES flb)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES (6-9)
1)Wnd ASCE 7-05;90mph;TCDL=6.Opsh BC�L=6.Opsf;h=25fl;Cat.II;Ezp B;encloseQ MWFRS Qow-rise)gable end zone and GC
6ctenor(2)zone;�wntilever lek and right exposed;entl vetlical lek antl rigM exposed;GC for members ana�fomes&MWFRS for
reaCtions shown{Wmber DOL=1 60 plate grip DOL=1.60
2)This tmss has 6een designetl for.a 10.0 psf bottom chord live loatl nanwnwrrenl with any ofier live loatls.
3)Refer to girdei(s)(or tmss to lmss connections.
4)Provitle mechanical connection(by others)of iruss to bearing plate wpable of withstanding 1001b uplift atjoint(s)2,4.
5)This tmss is designetl in accordance with the 20061ntemational Residential Code sections R5�2.11.1 antl.RB02.102 and referencetl
standard ANSI/TPI 1.
6)t. ,Adtlilional stabiliry 6recing for Uuss system,e.9.diagonal or X-bracing,is always requiretl. See
7) BC511.
e)23:It is eztremely impoRan(to properly install temporary lateral restraint and Ciagonal bracing,in
9) accoNance with BCSI-B2 or using�.proprielary methotls(e.g.Stadlizer,etc.).
LOADCASE(5) Standard \t,���fUllt�p���''
`\�.•```�pSEPF{ Ot�'i,'..
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May 7,2014
!. WARNING PI �ho g01y � �M1 C t Y H knowl tl8 < <P Bul 51�d tlT ( M t t tlP 0 � i .V �rytle B P � tl tl al tM1 T s �
as oe:�yncr e ein prdai sn �� :oaia�eroe .oiyM�rkm en ail niro ar �n� m,sa a a � y� ee ia rn��� e g a a e �� :�
avzn� aor p� �eiyr in a y onn � gi � s�o aneiapaan - .mea e o� si a e en ss iciryae nn p n yvan i
e�oa e ��e p �oiy rmeo m o rsa mo�:ea g � -m e�na so �y p nNSirtviv ��e i v �a q r �s n e �a ai n ad; m e �
rel rcompressonbuGl'ngonly not(orbuldngztablyb�aung.Hddlonalhmp aryrezlranVtlago I�raungto'm establry0unnyoonsWClon s��eresponsGlryo�lpelruzs'mtaller.
ACEi�ional pertnanen�buil0in0 zlabiliy bracing ol tM1e oreraV sVUCture is Ihe responsidliry of ibe OwneqlM1e Ovmeh a W�onzetl agen�or @e BuilEinO�esigner,pe�tM1e IRC.the IBC an0
AN6IRPIL ForqeneralquNencaregarE'ngtle'9 �asponzlbSYe f bnca<wqquaFrymn4d,s�oage tl 1 ry��� d � I I 1 � Veintantld 9 I� -g,mnsullNelelested(onolt�e n
ia4me�eqnNSUrvumeecsisummann i ,-a�am�ecsi�a�m��acamvo�emsereym�o�maro�la�aiaeieromseum.w:...:c��au:�n.�ma�na�r�e�a�ea��:ianaro���m,maro� ENG/NEfR/NGttc
s�ppiied��n me joesne vacxaee.me wss aesqner or wzs eesqn enpineer(aizo aeiineo as a speciairy enq�neer)iz Nor me e��ieing oesiqner onne nuimmq.
IJOb� Truss ��Truss Type �ly- ply 12t Long Rlage Es�aies
f iBt]P5fi
�i/�TWATER 8�3C5 LPT IJ03 JaG-Open4mss t j
L Job:Re(erence(oplionap__._
PROBWLO, MOORESVILLE,INCfi158 ]C30sOd162013MiTeklnCOSViez,Inc. TUeMay0613DB393014Page1
IDd2Ku?HRw10yP&c6NVTOJzTOtlh-WJbEaBFaBukml�nmBpUpTBIW9ZbVniA1Q0?NCzJCxX
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1 1=9� I
1-9-1
Plate O_ffsets_(X,V):_[2:0-2_12,0-0-14]
LOADING(ps� SPACING 2-0-0 CSI DEFL in (bc) I/tle9 fJtl PLATES GRIP
TCLL 200' Plaleslncrease 1.15 TC 0.05 Vert(LL) -0.00 2 >999 240 MT20 197/144
TCDL 10A Lumber lncrease 1.15 BC 0.02 Vert(TL) -0DO 2-7 >999 180
BCLL 0.0 Rep Stress Incr Ves VvB 0.00 HoaQL) -0�.00 4 n/a n/a
BCDL 10.0 CodeIRC2006/TPI2002 (Ma�nx) WeighC9lb FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF Nn2 TOP CHORD StmcNral wootl sheathing directly applied or 1-94 oc pudins.
BOT CHORD 2e4 SPF No2 BOT CHOR� Rigitl ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x6 SPF Na29-7-1 �
REACTIONS (Ib/size) 2=�43/03-8 (min.0-1-e),4=33/Mechanica1,7=20/Mechanical
Max Horz 2=62(LC 6)
Max Uplifl2=-22(LC 6),4=-33(LC 6)
Max Grev2=143(LC 1),4=33(LC 1),7�0(LC 2)
FORCES (Ib)-Max.Comp./Max.'Ten.-All forces 250(Ib)or less except when shown.
NOTES (6-9)
1)Wntl:ASCE 7-05;90mph;TCDL=6.Ops1;BCDL=6.Opsf;h=25ft',CaL II;Exp B',enclosed;MWFRS{low-rise)gable end zone and C-C
Exterior(2)zone�,cantilever left antl right exposed;entl veRical leR antl right exposed;GC for members and forces 8 MWFRS for
readions shown;Lumber OOL=1.60 plate grip DOL=1.60
2)This Uuss has been designed for a 10.0 psf botlom cpord live load nonconcurrent with any other live loatls.
3)Refer to girder(s)for truss to(russ connedions � '
4)Pmvide mechaniral connection(by others)of truss to bearing plale capable of withstantling 100 Ib uplifl at joint(s)2,4.
5)This Vuss is tlesigned in accortlance with ihe 20061ntemational Resitlential Cotle seclions R502.11.1 and R802102 and re/erenced
st2ndard ANS�/TPI 1.
6)1. Atlditional stabiliry brecing for tmss syslem,e.g.diagonal or X-0racing,is always required. See
7) BC511.
8)23.If is eatremely importanl to propetly install temporary laleral resirainf antl tliagonal 6racing,in
9) acwrdancevnth8C51-B2brusingproprietarymethods(e.g.Stabilizer,etc.).
IOA��CASE(S) Standard \�`�p��lilHq����
\\�.�`�1pSEPH p���i�i.
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May 7,2014
� WARNING Ple tM1 gM1ly ' �Ih 'C t ( A k owletlg m t f P Eu Itl SI d tl T f M f t 0 P d t f .V iy tl g p met e� tl �s on tM1�T
Des�n�r g MII,eDiJR f She t( 0314)b f O IyM'T 4 ci pl t � Ilb tlf IM1' � tl g d ' Bt p Id. Tti t 4 �g tl ng' E 1 zs
D� � P blyl I�etl 'gnal0 gl 1 w p itl pC 4M1 ' .T� U 9 Pt I dng Et t b'Iry 0 llM1S p t!
buld g IM1 spo 5bl�y %� Owno IM1 O fs tM1 - 4 g t 1� B Id g0 g e pe AN51?Plt. l l I � Itl sg t � ' E'�-tl I b tlrl� Nm^ e �
reM p 0 GI g ty�- tlo 0 Itl g t tilryb q g qEtlT I� ry � "VE B Ib � gt � r � blhtl g t d P sp nstilryof��elm s'nstaller.
HOOiI Ip nenlbultl g 1 EItyE � g tl� ' II 1 ct 1� p n tilryWiM1 O ,t� qvn f t� d B �orlM1eB IJ g� g ,p IM1eIRC NeIBCanO
AN514PI1 F genealg d gardngtl g 0 stil� t b' �lon,qu Iry t I t ge,E I ery c! .I I I -�tanlantld' g Ib qrg mnsNitM1ela�esleUfonofiM1e TM�
iaq-�n iec;nNSirrvirmeecsrs�mm,�. neeisa�aro,ecsi�e�ia�gcompo�emse�aymro�aro��a.aiaeieo-omsecnmv„„,.�ea�a�siry.mma�aa�yreia�ea��:�aoaro���ro�maro� ENG/NEERINGtcc
suppled In t�e lohsite package.TM1e W sz tlesigner or im35 design engineer(also tlefinetl as a spenally engineer)Iz NOT I�e 6uiltling Designer oi I�e builtlin5.
7ob Tmss Tmss Type qty Pty m�ong a�ege es�a�es
IHTVJATER B�C3 LFT IM01 MonopllcM1Tmss �y � 181]i]9
� Job Reference.(optionaq
PR09WL0, MOORESVILLE,IN4615B )030sOq1C4013MiTeklntlustries.Inc. TUeMay06t308�182a16Paget
ID'12KU?HRw10yP5_c6n7YTOJZTotlh-WJbEaeFxieukmjVnmBpUpTBdOqVqVniAIpOPNCzJCrJ(
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6-0=8
6-0-8
_Plate Offsets(X,V):_[2;Edge,0-0-3],_[20-0_t2,03-9] -
LOADING(ps� SPACING 2-0-0 CSI DEFL in Qoc) Udefl L'd PLATES GRIP
TCLL p0.0 PIa�e5lnCfeaSe 1.15 TC o.ao Vert(LL) -0.08 2-4 >949 240 MT20 197/144
TWL 10.0 Lumberincrease i115 8C 026 Vert(TL) -0.19 2-4 >379 180
BCLL 0.0 Rep Stress Incr Yes WB 0.00 Horz(TL) 0.00 4 n/a nia
BCDL 10.0 CodeIRC2006?PI2002 (Matnx) WeighLi8lh FT=20%
LUMBER BRACING
TOP CHORD 7s4 SPF No.Z 70P CHORD Struciural wootl shealhing tlirectly applied or 6-0-0 oc purlins, except
BOTCHORD 2x45PFNo2 endverticals.
WEBS 2a3 SPF No2 BOT CHORD Rigid ceiling tlirectly applied or 10-0-0 oc bracing.
WEDGE
Left'.2x3 SPF No2
REACTIONS Qb/size) 4=233/Mechanical,2=302/0-3-e (min.0-1-e)
Ma�c Hoa 2=71(LC 5)
Max Uplik4=-25(LC 6),2=-47(LC 4)
FORCES Qb)-Max.Comp./Max.Tea-All forces 250 Qb)or less ezcept when shown.
NOTES (6-9)
i)Wind:ASCE 7-05;90mph;7CDL=6.Opsf;�CDL=6.Opsf.h=25lt;�Cat.II;Ezp B;enclosed;MWFRS Qow-rise)gable entl zone antl GC
Ezterior(2)mne;�cantilever left and right ezposed;end Jertical lett and r�ght exposed',C-C for members and forces 8 MWFftS for
reactions shown;Lumber�OL=1.60 plate grip DOL=1.60 �
2)This tmss has been designed for a�0.0 psf bottom chortl live load nonconcurrent with any otherJivedoads.
3)Refer lo girder(s)for Uuss to tmss wnnections.
4)Provitle mechanical wnnedion(by others)of iruss to bearing plate capable of withstantling 1001b uplitt a[joint(5)4,2.
5)This tmss is designed in accordance with the 2006 International Residential Code sections R502:'I i.�and R802.10.2 and referenced
standa�d ANSI/TPI 1.
.6)'tl AtlEitional stabilirybrecing for.truss system;e.g.diagona6or X-0racing,is always requiretl. See
7) BCSIt
�e)23.It is eutremely important lo properly instalftemporary lateral restraint antl diagonal bracing,in
9) accordance with BC51-B2 or using proprietary methotls(e.g.Stabilizer,etc.).
COADCASEI5) S�anda}d ``1���P�,QcJ�Pf{�//r0�/i��,,
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May 7,2014
L� WARNING -PI IM1 gMy ' iM1 C 1 Y A k wl CB � �P BuldSt d aT 1 M f t aP J t f .V �tyd g p � a 4 t M Tmss
�esig � ' g MIF OJR! Sh t( 0314)bfi OIyMTk � d plal hllb tlf iti � tl g E - B� b IE Tli t � E �g E -g' E lez
accepl �t p 'blyf 1� tl 'g�oith gl Y p itl ptld� ' .Tli e 'g pf I e g dl , ubly tl tpis po �f � ypaR I
�uilJ g s�M1 espo b I y of iM1e O Pe Ow f ih nzed g 1 iM1 BuiIG 8 D g e p AN51/TPI 1. L t� I t t tl �8 al on M1 ' d�E I b E cl� d m U� �
�ef��'ompressonEUChI Bonlyno�forbulEngs�atilqbraungAtltltional�emp aryrestranVdago Ibadnglo�nsures�a�IrytlunngrnnslmROn�SNeresponstilryof�M1e�ms �nstaller.
Atldlhonal pertnanent EuAEing stablliry bracing ol t�e overall stmdure Iz tM1e responsEiLy o10e Ownec��e Ovmelz aulhonzeU aganl or iM1e BuilEing DesiB�eq per I�e IRC,I�e IBC and
AN51/iPl 1. For Beneral guiEance re88rding tlesign rezponziEililies.fabnwtion,qualily wnlml,storsge,tlelivery,eredion,la�eral resVain�and tliaponal braung.consult Ne la�est etlition oi tM1e m
IRC,Ue IBQ ANSVTPI 1,t�e BC51 summary sM1eels,antl/or BCSI(Builtling Componenl5alery Intormation)availa�le Irom SBCA at wuvasbcinausiry com anE any relatetl inzlallation inlormation ENGINEER/NGt�c
supplietl In the jobsite Oactage.TM1e wss designer or tmss Jesign engineer(also defineE as a specialy engineer)is NOT tM1e Building Oesigner of IM1e builEing. �
Job � Truss Tmss Type pty Ply i2i Lonq Raee esie�es
iennse
}�TWATER B�CS lFT M02 MonopitchTmss 5 �
I J b R f �� ( [ Il
PROBl11L0. MOORESVILLE,INO6158 ]03050diG2013MiTeklnduslneS,IncTUeMay0613�.00292014Page1
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-1'-40 341-6
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.Plate_Offsets_(X,Y):_[2:0-4-1,0-0-5] �
LOADING(ps� SPACING 2-0-0 CSI DEFI in (loc) I/tlefl LPo PLATES GRIP
TCLL 20.0 Plates lncrease 1.15 TC 0.15 Vert(LL) -OA1 2-5 >999 240 MT20 169/123
TCDL 10.0 Lumberincrease 1.15 BC 0:11 Vetl(7L) -0.03 2-5 >999 �80
BCLL 0.0 Rep Stress Incr Yes WB 0.00 Horz(TL) 0.00 5 n/a n/a
BCDL 10A Code IRC2006/TPI2002 (Matnz) Weight i51b FT=20%
LUMBER BRACING
TOP CHOR� 2x4 SPF No2 TOP CHOR� S[ructural wood sheathing directly applietl or 3-11-8 oc purlins, except
BOT CHORO 2x4 SPF No2 entl veRicals. �
WEBS �2x3 SPF No2 BOT CHORD Rigid ceiling directyapplied or 1�-0-0 oc bracing.
SLIDER Left 2x4 SPF-5 SNd 2-2-0 �
REACTIONS (Ib/size) 5=146/Mechanical,2=222/0-3-8 (mia�-i-e)
Max Ho2 2=76(LC��
Max Uplifl5=-21(LC 6),2=-37(LC 6)
FORCES Qb)-Maz.ComplMax.Ten.-All forces 250(Ib)or less except when shawn,
NOTES (e-B)
i)Wntli`ASCE 7-05;90mph',TCDL=6.Opsf',BCDL=6 Opsf h=25R;Cat.11;Exp B;encbsed;'MWFRS(low-rise)gable end zone antl PC
Eztenor(2)zone;rantilever lefl and right exposetl;end vertical lek and rigfit exposed;C-C.for members and fomes 8 MWFRS for
reactions shown',lumber DOL=1.60 plate grip DOL=1.60 �
2)This tmss'has been designetl for a 10.0 psf tioflom chord live load nonconcurrent wi�h any oNer live loads.
3).Refer to girtler(spFor tmss to iruss wnnections,
4)Provide mechanicai connection(by others)of tmss to bearing plate opable of wi[hstantling 100 Ib uplift at joint(s)5,2.
5)This truss is designetl in acwrdance with the 2006 InternaOOnal.Residential Code sections R50211.t antl R802.102 and referencetl
stantlard ANSI/TPI 1.
� 6)L. Adtlitional stabiliry bracing for truss system,e.g.diagonal or X-brocing,is always requiretl. See
7) BCSIL
8j-23.Il is extremey..important to properly install temporary lateral restraiN and diagonal bracing,in
9) accohGance with BCSI-B2 or using proprietary methotls(e.g.Stebilizer,etcJ.
LOAD CASE(S) Standaid `\`����``�pgEPH�����,�.
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Deeig p ngaC�M1 �JRf SM1 1(re 031C�bef OIy.MTk cl plt � II� tlf �M1SI a e 4 gl be Id TM1St. sstl �g tl -g� d Isg
accept I �p � blryfo���eG �g ot�M1 91 W � p e ItlepctetlM1 -� T� tl g pf ,I U g d� s tabilry tl illi p 1I� yparl I
builtl g N po �'bly f1��O �M1eO ! ��-nzeE g t �� Buila g0esg p AN51?PI1. L t I V id g- tonsSM1O - d�E I b dch rOm � s �
��ret mpressonEUCkI Bo��Y.�otbrbultlngs�ablfybraunBAdElonallemp aryrestranVtlagoalb2unglo-nsureslablrydunnBPo�stmdonslM1e�e.ponsb'IyoltM1eWZZ'nztaller.
AtlEi�ional peiinanenl builtling ztabillN bracin0 o��he overall s�mdure is I�e rezponziblliry olNe Owneq IM1e Ownefs autbonzetl agenl orlM1e BuilOinB Designeq perNe IRq t�e IBC anO
AN51?PI L Forgeneral guidana regartling tlezign responiiEiliiies;�abncalion,qaaliy wniml.storage,dellvery,erectioqia�Nal resVainl anE tliagonal E2cing.mnsultlhe latest etlition of Ibe ^+
IRC,IhaIBC,AN5IITPI1,�M1eBC5lsummaryzM1eels:anElorBCSI�BUiIJingCOmponenl5a�erylniorma�ion�availabRtmmSBCAa(wmv.sbcintlus�ry.wmantla�y�relaletllnstallationintoimation ENG/NEERINGiec
SupPliea In iM1ejobsita package.T�e Imss tlesigne�or 1ms5 tlesign engineer(alm ENlned as a specially enqineer)Is NOT I�e Builtling�esignero�I�e buil�ing. �
Job Tmss TrussType '�ly Ply aliLongeiageEstates
IBPt]59
AiwnTER e 3cs�FT toi �commonrr�ss s i
�,lo�Reference(optionap
PROHUI��, MpDRESVILLE,W.Jfi158 ].430�sOd142�]13MiTeklntluzlries,IncTUeMayWl3:Ofl294014Fage1
ID:12Ku?HRwi0yP5_i6n7YT�JZTOtlh-�VV9caUGZk50�Ot]_KSKjMgkkf�ICE3cKG4�YVezJCZW
4-0-0 ]-1A { 14-�_B 20-11-8 27_10=8 34=9_8 � 41-11-0 42-11.0
1-0-0 �-�� 6-it-� 641-0 6-11-0 � 641-0 ]-1-8 1-0-0
Scale=199.9
Sxfi =
�
600�12 � -
.�y'{_:I��..
� \.
��
3x4 r �1�\ 3x4 -
/��
6 i5-]� �'��� 8
/:'� ~I,+9�
i 3x6 % � _ ���
�- 34 � 5 �/�� � � �� 9� 3x4 C
A�y"� �6-�] ]-1] 8.1�/ �-� _ 10
3rt ,
�ol;l• /.. ':\
� � -'� , �l � 3x8
9xB' d �S' A�� 819 815 � it
� � , ' �'� 3 fi �
/23 Q� 419 � � /10-05 W 14 � ��3�
d���� I� �_' ..i'/ II \ .f112 , i2
�
d I/F- � b.210 �' t618 iS46 —�� �d�
3
6x10 — 20 19 �8 '1) �6 t5 14 Bx�O =
1 Sx4 II 3x4.° 3x6 3r8 = 3x6° 3x4 = 1.5x4 II
]-1� 14:0-8
� � 20-11_8_ 2�_1pb 34-&q _ 41�1_A I
�_1A 6-11_0 6-11p 6-fl-0 6-11�0 �-1-8
Plate_ORsets.(X,VJ: (2:0-0-0,0=4_i],_[12Etlge,0=4-1J
LOADING Ips� SPACING 2-0-0 CSI DEFL in (loc) I/defl L/0 PLATES GRIP
TCLL 20.0 PlalesJnGrease 1.15 TC 0.66 Vetl(LL) -0:18 77 >999 240 MT20 169/123
TCDL 10.0 Lumberincrease 1.15 BC 0.67 Vert(TL) -0.4915-17 >999 �80
BCLL 0.0 Rep Stress Incr Yes WB 073 HorzQL) �2� 12 n(a Na
BCDL t0A CotleIRC2006RP12002 (Matnx) Weight1701b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD StrucNral wood shea�hing directly applietl or 2-2-0 oc purlins.
BOT CHORD 2z4 SPF No 2 BOT CHORO Rigid ceiling directly applied or 10-0-0.oc bracing.
WEBS 2x3 SPF No2'ExcepY WEBS 1 Row at mitlpt e-17,6-17
7-17:2x4 SPF No2 �
. SLIDER Lefl 2x4 SPF-5 Stud 3-1 b�5,Ri9M 2x4 SPFS StuB3-7 L�5
REACTIONS (Ib/size) 2=1737/0-3-e (min.0-2-12), 12=1737/0.3-e (mirt 0-2-12)
Max Horz 2=106(LC 5)
Ma.Uplik2=-ii3(LC 6), 12=-113(LC 7)
FORCES (Ib)-Max.Comp./Max.Ten.-All forCes 250(Ib)or less except when shown.
TOP CHORD 2-3=-2947/367,3-4=-2846/392,4-5=2468/364,5-fi=-2387/397,6-7=-1919/393,
7-8=-0919/393,8-9=-2387/397,9-10=-2468/364,10-11=-2846/392,11-12=-2947/367
BOT CHORD 2-20=-250/2489,19-20=-250/2489,t8-19=-14V2135,17-18=-141/2135,i6-17=-141I2135,
154 6=-141/2135.14-15=-250/2489.12-14=-250/2489
WEBS 7-t7=-182/1227,8-17=-767/iBO,&15=0/436,10-�5=-a43/125.�0-14=0/264,
6-17=467/t80,6-19=�/436,4-19=-443/125.4-20=0/264
NOTES (6-9)
1)Unbalanced roof live loatls have been considered for ihis tlesign.
2)Wnd:ASCE 7-05;90mph;TCDL=6.Opsf;BCDl=6.Opsf;h=25tt;CaG II;Exp B;enclosetl',MVJFRS(low-rise)gable entl zone and�GC
Ertenor(2)zone',cantilever left and righl exposed;entl vertical lefl and right exposed;GC for members antl forces&MWFRS�for
reactions showo;Lumber.DOL=1.60 plate.grip DOL=1 60
3)This Irusshas been tlesigned.for a�10.0 psfbottom chord live load nonconcurrenl with any other live loads.
4)Pmvitle mechanical conneclion(by others)of lruss to�earing plate capable of withslanding 10016 uplitt atjoint(s)excep�(�=1b)2=113,
iz=�is�, . ���pSEPfF/���� �i,
5)This truss is designed in acwrtlance witfi Ihe 20061ntemalional Residential Cotle sections R502.1 i.� and R802.102 and referencetl �1� /I
standard ANSI/TPI 1. y`��� S , � �/
6)1. Additional'stability bracing for tmss system,e.g,diagonal or x-bracing,is always required. See . Q.a�'G�ST�q��"rJ���
�) acsn. �?'Q'�` F�`':�9;
e)23.Il is eatremely importanl to pmpetly install temporary,lateral resiraint and tliagonal bracing,in ' ' PE-11�7222G ' �
9) accortlance with BCS6B2 or using proprietary methotls(e.g.Stabilizer,etc.). = =
LOADCASE(S) Stantlard � g?� STAT F ��Cw
i�•� .. �
,'�� � ' A ``t`�
'r�l1bfl1111i1
May 7,2014
� waewH� vi m yny e: m c i r aa �n as � �P e�iasi a dr�n r M � i aa a c i .v �rya y p i = a e � o�m rm,:
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�P� of P blryf iM1 E 9 oltM1 91 W � P iJptl4M1 ' .Th 4 9 PI ,I G gcoEtl 'ib'Iryatl RH o P ti � YPah I � �
bultl g ih po �"blry i�p�Own 't� O l utM1OrzeO g 1 i� B ld g0 �8 �P ANSII�PI1. L 1 I t �tlesgnalon sh n� d�tlual b ticl� emembe�s
relarmmpressonCUUlnBOnty,notlorpultlnBZtatilry�raang.A001onaltemporaryreslranUtlapo Ibraongm�nsurestablryEUnngconS�Ntlon-st�eresponstilryof�M1etmss-nstaller.
Adtlltiorial peimanent�uiltling slaEllity bracing ol ihe ovefall zWtlure Is IM1e responsibllity of t�e Owpeq IM1e Ownels aulM1Onietl a9ent or Ne BuilJing Oesiqneq per IM1e IRqAe 19C antl
AN51/TPIf ForBe�eralgutlanceregerE�nOd g esponsb'It fb' tioryQUalryrqnimislo2Betll ry q �,II I �stranta�tlGag Ih " g,Wn Ii1hIlNtl�tionofMe ^�
iaqmaiec,nrvsurafi�meacsiwmmarv n �.a�mo�.ecsile ia�gcomao�<msaieymmrmar �)a�aiamenomsecn iw..w.:ec�a�:�y:�oma�ea�rreia�ea��sianaro�'mo�maro� ENG/NEERING�GC
suppli¢tl in @e joEZile package.TM1e imss designer or Imss Gesign engineer(also tlefine0 as a zpecialty engineer�Iz NOT IM1e Builtling DeziO�e�of ihe builtling.
i IJOb TN55 TIU55Type Q�y P�y I1211ongfttlgeESla�es
'�TVJATER 83G5_LR T01A CommonTmss I6 � I 181]i]60
L-- ( �Job Reference{optionap_
PR09UILD, MOORESVILLE,INafi158 2430sOtl1d2p13MiTeklntluslnes,Inc. TueMay0613�.�B3D2014Page1
IR12Ku?HRw10yP5_c6NYTOJZTOtlh-Sij??qHBUl85?OhAlZryuuGvOtl5rzWrNkt6S5zJGxV
-1-�-� 7-1=8 �. 1d-0-8 I 2�_11-8 2740-8 34-9_8� I 41-11-0
i-0-0 ]4-8 6-0LO 6di-0 � 641-0 � 641-0 �-1A �
Scale=L192
Sxfi =
J
fi 00 112
� �,i \���
3x4 i 3x4 �
���� �.,\\\ B .
fi :5-0
3r9\
3 9 i � . �.
`:�; ,� �\. 3x6 -,
"� 3x4 S 5 �� ��� %'� �VA 9 3x4 �
4 �Y :.6-t8 �'�b B-ifi;� � �'�v-� 10
� /
3a6 6 i'?,� �\'b '�'," /\.� 3x6 =
`
s,e_ a �cs �\ sie -.. _ a-ia �% � ii
� � � �� ij 3 fi�
9J °�R�
A ie�
�23 q,1B � V� : /10-M t0.i3 � t2
'� �% � �V � /� I� �fi�x��
j ✓�� �2-19 �15�1) —. � ib15= ��o
6x10 = t9 18 �� i6 15 14 � t3 fixt0��=
t Sx0 II 3z4 = 3x6 3xB = 3x6 3x4 - t5x4 II
� ��8 14_0;6 20.U-B 2]_ID-B @g 9=B 41 11-0
� T_t_8 � 6-11-0� 6-11_0 6-11-0 I 6-11-p ' ��-1-8 '
_Plate_ORSets_(X,Y):_[2'.0=0=0,0_4_1],_[�2:Edge,0-4-if �
LOADMG(psfl SPACMG 2-0-0 CSI DEFL in (loc) I/defl Utl PLATES GRIP
TCLL 20.0 Plateslncrease 1.15 TC 0.6fi Vert(LL) -0.18 i6 >999 240 MT20 1691123
TCDL 10.0 Lumberincrease 1.15 BC 0.67 Vert(TLJ -0.49 �4-16� >999 t80
BCLL �.0 RepStressincr Ves WB 0.73 Horz(TL) 020 12 n/a n/a
BCDL t0.0 Code IRC2006/TPI2002 (Matnx) Weight 1691b FT=20%
Ll1MBER BRAGING
TOP CHORD 2x4 SPF No2 70P CHORD S�mctural wootl sheathing direclly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 SPF No2 BOT CHORD Rigitl ceiling directly applied or 10-0-0 oc bracing. �
WEBS 2x3SPFNo2'Excep�' WEBS 1Rowalmitlpt e-i6,6-i6
7-i6:2x4 SPF No2
SLI�ER Lek 2x4 SPFS Stud 3-11-15,Right 2x4 SPF-S Stud 3-1 L15
REALTIONS (Ib/size) 2=1737/0-3-8 (min.0-2-12),12=1fi76/0.3-B (min.P-210)
Ma�c Ho2 2=107(LC 5)
Max Uplifl 2=�13(LC 6), 12=-81(LC 7)
FORCES (Ib)-Max.Comp/Max.iea-All torces 250(Ib)or less except when shown.
TOP CHORD Z3=-2949/368,3-4=-2847893,4-5=-2469/365;5-fi=-2388/398,6-7=-1921/394,
7-8=-1921/394..8-9=2389/399,9-10=-2471/366,10-11=-2853/397.11-12=2956/37t
BOT CHORD 2-19=253/2490,1849=-253/2490, 17-18='14412136,16-17=-144/2136, 15-16=-145/2�37,
14.15=-145/2737, 13-14=-2572497,12-�3=-257/2497
WEBS 7-16=-183/1229,846=-7fi8/181,8-14=0/437,10-14=-449/130,-00-13=0/265, .
6-16=-767/1BO,fi-18=0/436,4-18=-443/125,419=0/264
NOTES 16-9)
i)Untialancetl roof liveloatls have been consitlered for this tlesign.
2)Wmtl�.ASCE 7-�5{90mph',TCDL=6.Opsf;BCDL=6.Opsf;h=25ftj Cat II,Ezp B;enclosetl;MVJFRS Qow-rise)gable entl zone and GC
Extenor(2)zone;��rantilever lek anC righ�ezposetl;�endbertical left antl rlght exposetl;GC for membe�s and forces B.MWFRS for
reactions shown,^�Lumber DOL=1�.60 plale gnp DOL=1.60'
3).This imss has been designed foi�a�10.0 psf hottom cM1ortl live load_nonconwrrent with any other live loads.
4)Provide mechanical conneclion(by others)pf;tmss to tiearing plate capable of withstanding 100 Ib uplik at joint(s)t2 except Qt=1C)
2=113. \"lSiSllllti(l!/// '
5)This truss is tlesigned in accordance with the 20067ntemational Residenlial Code sections R502.11.1 antl R802.102'and referenced `\\`,.��`S�gEPy 0'�i, /
stantlartl ANSIRPI 1, �
7)i BCSIi;nal'�s�atiility bracing Por imss system,e.9.diagonal,or X-bracing,is always required �See ``ipl�.�G�STEqF�'f"A�i'
)
e)23.1t is edremely impo0ant to properly ins�all temporary lateral restraint antl diagonal bracing,in � �J Q � '•9 :.
9) 'accordancewithBCSI-82orusingpropnetarymethotls(e.g.5tabilizer,etcJ. � PE-llal$2$0 � �
' i —
LOA�CASE�S) Standard ' • • $T �F ,' ? �
�'J9p' /,' L�G'�����.
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May 7,2014
� WARNING PI 1� gMy ¢ �M1 C t f A k wi tlg m 1 I P 9u Itl S� tl tl T t M !q re0 P tl i 1 .V ty tl g p t� tl tl les on Vi T uss
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ref p " -bckl g IY II Wltl g �b'ItyL gAtltll- Ite p ry ta'rnUdago albraung�o�nzurestaUlryUurnqco 1 tl IM1 spons�Iryo�l�eWZS-nslaller.
AtldlonalpertnanantOUlQngslabitybracigolNeoveralfs�rvdurei�t�e2spons�Iryol�peOwnerNeOwne(sauPOnzeOagentort�eB ItlngDesgne�,pertM1elRQiM1elOCanE
HN51/rPl i. Forgeneralg a n� regarEin84�9 aponsibilt � fab-�alion,qu Iy 1 I,smmge tl I' ry ereclion,laieralresVanlandC'g Ib �ng,consultlhelaleztedfono(tM1e ^^
iaq-ine iec,aNSirtai i m ecsi s�mma�y n i ;a�dmr ecsi�e ia�q compo i s r y mrom,ar 7� i me nom seca a V,�,,.:ed a�soy.�om aoa aoy�eia�ea-�siauaro��mrmaro� ENC/NEER/N6tec
supPlieEin Ihejo�site paGage.TM1e imsz tlesigner or Imss Cesign enAineer(elso tlefinetl as a specialty engineer)Is NOT�he Builtling DeziB�eroflM1e euilaing. �
Job Tmss Truss Type Ipty Ply i21 Leng Ftlge Estares
IBi]Pfit
�ATWATER B3C5 LFT T01C Cammanimss 2 1
�L-- I J b R f ( ptionap
PROBUILO, MOORESVILLE,IN 46158 J 430 s Otl 142f113 MiTek Intlusines,Inc. Tue May Ofi 13:OB 31 2014 Page i
10:12KU?HRw10yP5_c6NVTOJZTOtlh-wuHNDAIpG3GJdAGMRHNBR5piRiPVizSCjOtl_XzJCxU
]-0=8 13-10-8 20.8-8 2'/4-8 3488 qi-
� . � I B-0 42_8=0
]-0A � 6-00-0 � 640-0 6-0i-0 � 6-11-0 ]�1A 1-0L
Scale=199.0
Sz8 =
6
600 12 /°,d.l'��
�/�' ��A
3x4 % \\ ��� 3x0 �-
5 .i6'/ � �
�\&8�
3xB% "��� ��
i/i �c. ��� 3a6 =
3x4 =•q i 8 3x4 �
�\
'- 3 '�548 �16 �-i6' ���'� 9
/: \:t. ,�.��
4x6 : , �� 3x6
4n6 i p // �� St8 � ' �_�y �:
' �t< \� � � 10
� .ct2%' 3t9 iB�. 36 '
�'§ ' -.� ' td� &93 '&92��
�/ � �� � . �� �� ��(b11 >> a2
b „ - —
p 4N � - —14-P - 11-06 �'•.A
BaB II 19 tB t] �6 �15 14 13 6x10 °
1.Sx4 II 3i4 - 3xfi= 3x6 = 3„6 3x4 = 1.Sx0 u
l_OE 13-tq9 20E-8 P.]_B 34Eb 41-8-0
' ]_OA ' 6-10-0 640-� ' 6-11 0 � ,6_11-0 ' �_18
Plate_Offsets_(X,V):_[11:Edge,0=4-1] —
—
LOADING(ps� SPACING 2-0-0 C51 DEFL in (loc) I/deFl L/tl PLATES GRIP
TCLL 20.0 PlalesJncrease t15 TC� O.B4 Veh(LL) -0.17 76 >999 240 MT20 169/123
TCDL 70.0 Lumber Increase 1.15 BC o.7T Vert(TL) -0.49 14-16 >999 180
BCLL 0.0 Rep Stress Inct Yes WB 073 Hoa(TL) 020 17 n/a n/a
BCDL �10.0 Code IRC2006/TPI2002 (Matrix) Weight 1721b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD SUUCtum{wood sheathing tlirec[ly applietl or 2-2-0 oc purlins.
BOT CHORD 2x4 SPf No2 BOT CHORD Rigid ceiling Girectly applied or 10-0-0 oc bracing, Except.
WEBS 2x3 SPF No2'ExcepP 2-2-0 oc brecingi i-19.
6-16'2x4 SPF No2 WEBS � Row at midpt 5-i6,746
SLIDER Left 2x6 SPFNa24-0-0,Right 2x4 SPF-S SWd 3-11-15
REACTIONS pb/size) 1=1666/Mechanical,1t=1727/�3-8 (mia�0-2-11)
Max Hoa 1=-107(LC 4)
Mau Uplik 1=-80(LC 6),t 1=-1�3(LC 7)
FORCES (Ib)-Max.�Comp/Max.Ten.-All forces 25�(Ib)or less excep�when shown.
TOP CHORD 1-2=2865/359,23=-2754/386,3-4=-2420/361,4-5=-2342/394,.5-6=-�898/392,
6-7=-1899/391,7-8=-236�/395,8-9=-2449/362,9-10=-2827/391,10.11=-2928/366
BOT CHOftD 1=19=240/2394,18-19=240/2394,17-18=-137/2095,76-17=-137/2095.15-16=-140/2118,
74-15=-140/2118,13-14=-248/2473,�1-13=-248/2473
WEBS 3-19=0/253,3-18=-389/121,5-18=0/4t3,5-16=-745/178,6-16=-iB2/1213,
7-16=-767/181.7-14=0/437,9-14=-444/126,9-13=0/264
NOTES i7-10)
1)Unbalanced root live loatls have been consitlered for ihis design.
2)Wnd'ASCE 7-05;90mph;TCDL=6.Opsf;BCDL 6.Opsf,h=25ft-,Cat.II',.Exp B{endosed;MWFRS Qow-rise)gable end zone and C-C
Extenoriz)ione',cantilever left antl nght exposetl;entl vertical lefl and right exposed;GC for members'and forces 8 MWFRS for
reactions shown,Wmber DOL=1.60 plate grip DOL=7.60
3)This imss has been designed for a 10.0 psf bottom chord live loatl nonconcu�ren�with any other live loads.
4)Refer to girder(s)for tmss to Iruss connections.
5)P'id3 mechanical conneciion(by others)of truss to bearing pla�e capable of withstanding 1001b uplift aljoint(s)�1 except Qt=1b) ��a"'pSEP'Nrl������i,
6)This truss is Cesigned in accortlance with the 20061nternational Resitlential Code sections R502.1 ti and R802.102 antl referenced ���� S �F �i�
s[andardnNSirrPit : Q,'�r G�S7E9•,,"�'�,'�
7)1�. Atltlitional s�abiliry tiracing for�mss system,e.g.diagonal or X-bradng,is always requiretl. See � � �•Q.E F��tn9 �
e) ecsn. — ° PE-lloi222o ° "
9)23.II is edremely important to pmpedy Install temporary lateral resiraint and diagonal bracing,in = �
10) acwrdance with BC51-82 or using proprietary methotls(e.g.Stabilizer,etc.). � _ ' =
� e : : • �
STAT F '? �
LOAD CASE(S) Standard %%90�� ���`;
��� F -, G� ``��
i� \i`��
�t�q��auuN � .
May 7,2014
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aCCep1 � � po '�Iryl 1h tl �p oflM1 gl 1 co p nitl pd tl� -T� d g mplo I d g dn 'lablry d I�H mp 1ro yp R I
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rel >mpressonbuckln9ontyno�ro�bulJngs�abltytiraungA00uonaltempoaryreshanVEaBO IEraunglo�ns estaElyGUnngrnnsimtlon"s�he�espons0l'ryo�IM1ebusz'nstaller.
Hdditional peimanent buildin9 zlebiLry Uracing of�he overall s�mdure is tM1e responsi�ility o�I�e Ownec-IM1e Ovmals am�oniatl a9ent o�I�e BuiIEmB Oesigneq Pe���e IRC,the IBC anE
ANSI?PI t Por general guitlance regarEing Jesign responsibililies,labncatioq quabry rnnbol,etorage,tlelivery,eraction,lateral resVainl antl Oiagonal breung,consull�Fe Ialesl etlition of iM1e ^�
iRC,meiec,nr�sirtaii,mescs:�mmarv:nee�:,-a�em�ecsiie�am�scomao�msarenmro�auo��a�anameo-omsecam.,,v,,.:ea�e�:�n.�ma�aa�yreiaieam:�aimro���m�,�,aro� ENG/NEER/NGtm
:uvv�iea in me ioesi�e aaGage.rne wss aesiener or�m::ae:ien engineerya�:o aennea as a svecianr ena�neer)is rvonne e�laine oesisner onne euneins. . .
� Jo6 Truss Tmss Type p�y Ply tYi Long Fiage Estaies
181J1)fi2
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Job Reference(optionaq
PR06UILD. MOORESVILLE,IN C6158 :]C30 5Otl 142913 MITek Intlustries,Inc. Tue May Ofi 13AB.J22014 Page 1
ID�12KU?HRw10yP5_c6n7YTOJZTOGh-P5rI�VJRiN09FKrZ? uQzJMCARInftOKmy2MDVvYZJCxT
' 4 7-0-8 13�10-�0-8-8 D-]-8 � 34�-8 � -0�.g.p I
9-0-8 �&10.0 fi-10-0 � �11-0 � !11-0 �-1�
Scale=198 3
Sx6=
6
6.00 12 �:�,�
3x4 % � �� ���. 3x4 :
5 �94��� ��' >
3xfi % �% �\ \%�B�
�� \
� � � �\ 3x9 �
�+� 3x4 �i � . \�� 3v4 J
� 4 :/i B
3/�� �:&15 6'�5 �-�5ii 9
-!�% /;�;.�
6 6 �'< j �- 3x6 '
4afi :: 2 ��. � ���� 5.�] �:� ]-13 / ��� 10
4
� 3 fi '
�i}2� a te 31] � /��10 9'12 B t1� 11
� a-�% �� ��A.. �� �I ��'�1011 � e
/
d �' ' 1-06 � �1416 i6� 11=1b G --� �d.
Bx8 II �B �t] 16 15 14 13 12 fix10 =
i5x4 II 3x4= 3�6 ° 3F8 _ 3x6° 3x4 = t5x4 II
]-O=B 13-10-8 20-8:8 27-�_8 _ 34:6-8 41_8-0
� ]-0-B ' 6-t0A 8-10.0 ' 6-1'I-0 ' �11-0 ]4-8
Plate ORSef_s_(X,l�;_�71:0_0_0,0=4_�]
LOADING�ps� SPACING 2-0-0 C51 DEFL in Qoc) I/deFl L/tl PLATES GRIP
TCLL 20.0 Plateslncrease 1.15 TC 084 Vetl(LL) -0.17 15 >999 24� MT20 169/123
TCDL 10.0 Wm�erincrease 115 BC- 0.71 Vert(TL) -04913-15 >999 180
BCLL 0.0 Rep Stresslnu Yes WB 0.73 Horz(TL) 020 11 n/a n/a
BCDL 10.0 CodeIRC2006RP12�02 (Matnx) Weight:1�11b FT=20%
LUMBER �BRACING
TOP CHORD 7x4 SPF No2 TOP CHORD StrucNral wood sheathing directly applietl or 2-2-0 oc purlins.
BOT CHORD 2z4 SPF No2 BOT CHORD Rigid ceiling tlirectly applietl or t0-0-0 ocbrecing, Except
WEBS 2u3 SPF No2'ExcepC 2-2-0 oc bracing:1-18..
6-15:2x4 SPF No2 WEBS 7 Row at midpt 5-15,7-15
SLIDER Left 2x6 SPF No2 4-0-0,Right 2a4 SPFS SWd 3-11-15
REACTIONS Qb/size) 1=1667/Mechanical,11=1667/03-e (min.0-2-10)
M�Horz 7=106(LC 4)
Maz UpIIft1=-80(LC 6), 11=-8t(LC 7)
FORCES ilb)-Max.Comp/Max.Ten.-All forces 250(I�)or less except when shown.
TOP CHORD 1-2=-2867/360,23=-2755/387,�3-4=-2421/362,4-5=-2344/395,5-fi=7900/393,
6-7=-190�/392,7-8=2370/398;8-9=-245D364,9-10=2834/396,10.11=-2937/370
BOT CHORD 1-18=-243/2395,'17-18=-243/2395,i6-17=-140/2096,75-16=-140I2096,14-15=-144/2120,
13-�4=-t44/2120,12-13=-256/2481, 11-12=-256/2481
WEBS 3-t8=0/253,3-17=-389/121,5-17=0/413,5-15=-745/178,fi-15=183/1215,
7-15=-769/182,7-13=0l438,9-13=-450/�30,9-12=0265
NOTES (7-�0)
�)Unbalancetl roof live loatls have been consitleretl for this design.
2)Wind:ASCE 7-05',.9�mph;TCDL=6.Opsf;BCDL=6�psf;h=25ft�,Cal II{Exp�H',enclosed',MWFRS(low-rise)gable end zone and GC
6Rerior(2)ione;�cantilever left and right exposed�;end vertiral left and right exposed;GC(or members and(orces 8 MWFRS foi
Feactions shown;iumbei DOL=1.60 plate gnp DOL=1.60
3)This tmss has tieen designetl tor.a'10.0 psf tiottom chord live loatl nonwncurrent wilh any other live loads.
4)Refecto girder(s)tor imss to tmss rqnnections.
6)This fruss s des gned in acco Oance w Ihsthe 2006Jntemartion all Resitlental Code section sft50yb�upliand R802102'and referenced .�"`��pgEP'H�����'��i,
standardANSI/TPI1. `��` � � �„�
7)i, Adtldional stability brecing for Iruss system;e.g.diagonal or X-bracing,is always required. See � Q.�i'G�STEq:�'�A�
e> a�5�, =e:''P� F°`••FV'
9)23.Il is extremelyimportanl to propetly install temporary lateral reshainl antl tliagonal bracing,in � ' pE-11012220 = �
10) acwrtlance with BCSI-B2 or using proprietary methods(e.g.Stabilizer,etc.), — =
LOAD CASE�S) Standard � 'a : $TA �F ' Q �
i9�,P�'•� � ���
:
��
',''''�� Hr4 nuU��O\``
May 7,2014
� WARNING PI Ih- gMty�� '� iM1 C 1 r'�ACkowletlg t IP BuldSt tl dT I M f t etlP G t f .V �rytl q p t tl J 1 on�ti Tmss
Desig o a tlifi DJR f ceSM1e 1( 031<��/ .O IyMT k ct 01� s�allb tll iH � tl g tl gt b Id Tti t tl �g d � g' d'rates
rcept I p blyl 1� C 'gn I�M1 gl 1 p ta pcletl� .Th�tl 9 0� I d g 0� lablty E fih'� mpo enif yparfwlar D
builtl g Ib po "blryofN O N Ow f -�h nzeE g t I�eBuiltl g� �g¢ P ANSI?PI1. Lal �1 1 id g tonsSM1O '�d E I e �dUlotlm Eers
refr mpmzzon�uGlnBOnlynolbrbuldngsiab"I�y�raungAtl0lanallempraryresbanUdago �IEraonB�o�� establryOUnnB��slmnonstM1e�responsb'IryollM1etmss"nstaller.
AO�itional De�anent builEin9 sla�illry bracing�ol l�e orerall slmtture is 1�e responsiGillry of t�e Owner,�be Ownelz aul�orixtl agem or�M1e BuiltlinB DesiB�er,per tM1e IRQ�he IBC anE
HN51?%1. Forgene�alg��tl � �aregaNingtl g � �p� Ibill tb' Yion,qu7ry t I. t Be,d f �ry� cl I t I Izintanad g � Ib ' g nsultlM1elates�edtonoll0e �w
IftC;iFeIBqAN51?PI11M1e9C515ummary M1rels,anE/orBC51(6uldngCompaneni5aleryln�oimal n�avalablelrom58CNa�wvnv.sbcindustrymmantlaryrelale0�nslallatan'nlortnaton ENG/NEERINGim
suppliedintM1ejobsi�epackage.TM1etmsatlesignerorirvsstlesignengineer(alsotle/netlasaspeciallyengineer�1sNOT�M1eBUIlOing�esigner.o(PeLUiltling. -
Job Tmss Tmss Type Ipry Ply `12t Long Rage Es�ates
}.NJATER B_3C5 LFT Ta2— CommonTmzs IS � IBt]P63
Job Re(ef��(oplional)_
PROBUILO. MOORESVILLE.IN<6158 ].4J0 s Oct iq Y01J MiTek InEusln¢s,Inc Tue MaY�13'08.3P 2014 Page 1
ID:12Ku?HRw10yPS_c6n7YT�dzTOtlh-A5tl�VJR1N09FKr2? uQZJMI?ROeRRemy2MDNhzJCxT
-1-0-0 6-i-9 12-0-11. 1]_ti 12 p3-10-13 29-9-15 35-11-8 36_i_i_B
1-0-0 64-9 ' S-ib1 � 541-1 �� 5-11-1 � 5-11-1 ' 64-9 1-0-0
' Scale=1:fiB.1
Sx6 -
]
800 12 �y_f� .\
�/�� �������V�
3x4'i // �� \� �� 3x9 �
�6 5-J � ,� \\ �� 9
� �\ ��
26 %
% � � -
��%�� �� � �� A�. - 15x0 /r
�
1.50 � 5 / �� ��A i� �� �/ � � 38
a sy/ �' ��� i��e �-t5 �� � V� e
� io
/
� \� /
a.a��a %�' �� �e-is e te �/ �� s�is �id� �'� axa
�_s �� // �� �j �� /� �� �oia ii q .
23i A �/ A �� � �� � 9-i3�
2 � � ��
�/����/ 4i9�/ \.�/ _ \W/ \'�/ -�':H t2 �4 .im3
I m.;1 '-2-1J 16-1]� - �12.18�' �,1 -^ o
exB II �9 1B 1] i6 15 �4 6x8Jil
3rC - Cxfi=3z6 = 3x6 =4xfi = 3x4 =
1313 { 14-5-2 { 21-6-6� � 20-]-11 35_11-8
' �-3-13 ]_1-5 ]_�5 ]_13 � )3�3
LOADING(psp SPAqNG 2-0-0 C51 DEFI in (loc) I/deA Ud PLATES GRIP
TCLL 20.0 Plateslncrease 1.15 TC 0.47 Vert(LL) -0.1314-15 >999 240 MT20 169/t23
TCDL 10.0 Lumberincrease 1,15 BC 0.52 Vert(TL) -0.3718-19 >999 180
BCLL 0.0 Rep Stress Incr Yes WB 0.64 Horz(TL) 0.13 12 n/a n/a
BCDL 10.0 CodeIRC2006/TPI2002 (Matrix) Weighti421b FT=20%
LUMBER BRACING
TOP CHORD 2z4 SPF No2 TOP CHORD Siructurel wood sheathing directly applied or 2-10-6 oc putlins.
BOT CHORD 2x4 SPF No2 BOT�CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
WEBS 2x3 SPF No2
SLIDER Left 2x4 SPF-S Stud 3-5-5,Righ�2x4 SPF-S Stud 3-5-5
REACTIONS (Ib/size) 2=1498/0-3-e (min.0-2-6),12=1498/0-38 (min.0.2-fi)
Max�HOrz 2=-92(LC 4) �
Max Uplift2=-101(LC 6),t2=-101(LC 7)
FORCES f,lb)-Max.Comp./Max.Ten,-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2479/30Q 3-4=-2384/339,4-5=-2322/360,5-6=-2254/389,6-7=-189V386,
7-8=4891I386,8-9=-2254/389;9-10=-2322/360,10-N=-2384/339,t1-12=-2479/306
80T CHORD 2-�9=-212/2077,i0.19=-�25/1797. 17-18=-19/1378, 16-17=-19/1378,15-16=-19/1378,
�4-15=-125/1797,1244=-21Z2077
VJEB$ 7-15=-107q03,8-15=-545/197,8-14=-65/404,7-18=-107/703,6-18=-545/197,
6-19=-65/404
NOTES (6-9)
1)Unbalancetl roof live loads�ave been consitlered for this design.
2)Wnd:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25k;CaL II;Exp B;endosetl',MWFRS Qow-rise)gable end zone and GC
EMerior(2)zone;cantilever lek and dght exposetl;�end vertical left and right exposeQC-0 for members and forces 8 MWFRS for
readions shown;Lumber DOL=t.fiO plate grip DO1=1.60
3)This lmss hasbeen tlesigned for a 10.0 psf botlom c�ord live load nonconcurrent with any other live loatls.
4)P,rovide mectiahical connection(by others)of truss to bearing plate wpable of withslanding 100 Ib uplik at joint(s)except(blb)2=101,
12=101.
5)This iruss is tlesigned in,accortlance with tlie 2006 Intemational Residential Cotle sections R502.11.1 antl R802302 antl referenced
standardANSI/TPI L Y q �t `����gEP"I����� �
6)1. Adtlilional stabiliry bracing for Imss syslem,e.g.diagonal or X-bracing,is alwa s re uired. See �� //
7) BCSn. \p` �� . 0 G�
i
B)23.It is extremely importanl to propedy instalLlemporary lateral iestraiN and diagonal bracing,in � G1STE''��"rTl%
9) accortlance wiln BCSI-B2 or using proprietary methods(e.g.S�ab'�lize�,etc.). �Q-��,.-Q,� RFpti`Fp�
LOADCASE�S) Standard � ; PE-11Q12220 � �
— i '
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�9��. ' W :
L. , P,-'�ta4i.�
� . . ♦ �,J
, '���q,1qn�11`�U�O`�`�
May 7,2014
� WARNING PI t� gM1ly � (M1 -0 � � Ak wiOg t IP 9uleSt d OT f M ic� tlP tltl f .V yG 9 P I n tl E t � Ili Tmss
Oesig 0 gatl�b DJRf S� et� W1<)bio OIyMTk n 0��5 hallb tlf (M1' 1 tl g d 'gt b IdTM1' t d g tl "g� d tes
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bulE g Ue espon�blry fIM1 Owne IM1 Ow !� t� n eC g � AM1 B 'IE gD sg ��p ANSI?Plt L t I 1 Itl B � ns � ' E�Cu I b �dcM1 tlm E rs �
rei p ' p hl g ly It dultl gs�tilryb ' g Nealon II p ry VanVtlago alb � g�o'nsure t blryE g n 1 tt 51M1 sponzb'IyoftM1etms - ztaller.
AdEnonalpomanenibulEngsiatiltypracngoil�eoverallslrvd e"st�erezponsMlryofiM1eOwner,l�eOwnefsaNM1anzetlagentoi�heBUltl ODezgner;puthelRCl�eiBCan�
AN51?PILPorgeneralg 'tl Bardingtl g �sponalOiltf ,f�hnca\ron,qoalrywNmistoagetll' ry rection.lt I strzinlanEdg Ibrzung.mnsullNelatesletltonoltM1e ^'
IRqi�e18C,ANSI?Plt lh BCSlsummary � t, �ntl/or9C51(B�IldingCOmponeni5aleylnbrmaf ) lblehomSBCH �wwva.sbu 0 �rywmanaarryrela�e0bsiallalm�nrormaton ENGfNEERINGicc
supplietl'm Ue jobsile package.The Wss tlesigner or ImsS tlesign'engineer(elzo Gefined as a specialty engineep is NOT I�e Builtlinp DesiB�er o!tM1e Guiltling.
�Job Truss Tmss Type pty Ply i2i�ong aage esia�ez
181)1]64
I�NJNTER 2_3G5_LFT iTp3 iGOmmon Tmss 5 1
Job.Reference.{optionap
PROBUIL�, MOORESVILLE,IN 46158� i.43050d5t10tJMiTeklntlusides,lnc TueMay0613'0833201E Page1
I D:12Ku?HRw10yPS_c6NYTOJzTotlh-�HP7erJ3ogNqsU QIZhPtVJJJ�V3rMAyjvBi5m2�zJ Cx5
1-0-0, 9-]_0 14-11-8 22<-�
j—., � 29-11-0 30j1-0
1-0-0 ]4-0 �-4-8 . ]-4-8 ' 1-�-0 1-OA�
Scale=1�.54]
Sx6 =
600 12
fi
j-°
j'-I`
�i / �
3xfi�� �5�8� �&]�
3x6 �
5 '% ��� ]
3x4 fl .�/ ��i�.. 3x4 �
6 ��'� B
G.,
9x4 S ��':�..•�� 6-14 .%� � ��
3 :1 5 ��� 4-14 � B 14 ��� � �V '.,� y3xA .•
3x< � -% �
]11- 34
�\ fi-12 \
2d � 416 � � � �
%
�/ /
� � �� ���V � �� ��910 i 109t
e(/�a-is � — -_3 is T—' —�o-is � �-.:�;1 le
SnB�II 18 15 �4 �� 12 SxB��II
L5x4 II 3x6 - 3x8_ 3xfi = �Sx4 II
F UU . 14116 i 22}-0 2B_t1-0 I
T-P-0 �-0-8 ]-4-6 1-]-0
_Plate_Offsets.(X,Yj;_[2:0_5_S,Etlge],_[10;0.5-S,EdgeJ
_ _
LOADING(psn SPACING 2-0-0 C51' DEFL in (loc) I/deFl L/tl PLATES GRIP
TCLL 20.0 Pla�eslncrease 1.15 TC 0.38 VeM1(LL) -0.0812-74 �>999 240 MT20 7fi9/723
TC�L 10.0 Lumher Increase 1.15 BC 0.40 Vetl(TL) -026 12-14 >999 18D
BCLL �.0 RepStresslncr Ves WE 0.40 Horz(TL) 0.10 �0 n/a n/a
BCDL 10.0 CodeIRC2006RP12002 (Ma�rix) Weight,1101b FT=20%
LUMBER BRALING
TOP CHORD 2x4 SPP No2 TOP CHORD Slructural wootl sheathing directly applied or 4-0-12 oc purlins.
BOT CHOR� 2x4 SPF No2 BOT CHORD Rigitl ceiling tlirectly applied or 10-0-0 oc bracing.
WEBS 2x3SPFNo2 WEBS � ROwalmitlpl 8-14,4�4
SLIDER Left 2x4 SPF-5 Stutl 4-3-0;Right 2x4 SPF-S Stutl 4-3-0
REACTIONS Qblsize) 2=1257l03-8 (min.�-2=0),t0=1257/0-3-8 (min.0-2-0)
Max Horz 2=-77(LC 4)
Maz Uplift2=-89(LC 6), 10=-89(LC 7)
FORCES pb)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORO 23=-1968/248,3-4=-1793/272,4-5=-1404/232,5-6=-1314/268,6-7=-1314/268,
7-8=-1404/232,8-9='1792/272,9-10=-1968/248
BOTCHORD 2-16=-141/1648,�5-t6=-14V�648, 1415=-14V1648,13-14=-141/1648,12-13=�41/1648,
1042=-14V�648
WEBS 6-14=-571709,e-14=-59t/148,e-12=0/296,4-14=-591;�48,4-16=0/296.
NOTES �6-9) '
1)Unbalancetl roof live loatls have been consideretl for this design,
2)Wind:ASCE 7-05;90mph;TCDL=6.Opsh,BCDL=6.Ops/;h=25tl;Cat.II;Exp B',enclosetl;MWFRS(low-rise)�9able end zone and GC
Extenor(2)'zone:ranlilever lek and right exposed;entl vertical lek antl right exposetl;GC for membersa�tl(orces&MWFRS for
reactioris shown;Cumber.�OL=t60.plate g}ip DOL=1.60
�3)This Iruss has'been designetl(or a 10.0 psf bottoin chord live load.nanconcurrent with any olher live loads.
4fProvide mechanical connection(by others)of iruss to bearing pla�e capable of withstanding-1001b uplifl aljoint(s)2, 10.
5)7his Wss is tlesigned in accortlance wilh the 20061nternational Residential Cotle sec[ions R502.11.1 antl RB02.102 and referenced
standard AN51/TPI 1.
6)1. AGdiPOnal stabifiry bracing fortmss system,e.g.diagonal or X-bacing,isalwaysrequired. See `�`p�fllilflip��
e)23.IBI sSeMremely impotlant to propedy install temporary IateraPresiraint antl tliaganal bracing,in \\�.�`���OSEPH ���i,,
9) accordance with BCSI-82 or using proprietary methotls(e.g.Stabilizer,etc.). :��r�G�ST�'q�:'�'��'�,
LOADCASE�S� Standard + Q7 F � :�9 =
' ; PE-11072220 ; '
"� �' STA F �2 �
�9�=. .r�+uc
:
'!,,'''����ip1i1111P1\5�P ``\`J
May 7,2014 .
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AtltliOOnal pertnanent bwlEmB slabdlh�racing of Ibe overall zlmtture is I�e responzibility oI1M1e Owneq iM1e Owne(s autM1Onzetl agenl ar Ne BuilJing Designeq per Ihe IftQ I�e IBC anE
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�
Job� Tmss Truss Type pty Ply 1Y1 Long Ritlge Estates �
181]1]65
�ATNATERB�CSLFT TG01 WMMONTRU55 1
� 4 Job Reference.(optionap
PROBUILO, MOORESVILLE,IN46158 ].430zOq1a4013MiTekln�us�nes,Inc. TUeMay0fi13:aB.342014Pagei
ID'.12Ku?HRw10yPS_c6n7VTOJzTotlh-LTZVrBKhZ_etUe?xfiPwu3kRVJXEWGvH?3QMrJbszJCxR
-1-0-R 5-0.1 8_3-14 I 114-11 14-11-6 1835 21-]d 244�45 2&11-0 30_11_-0
�i-0-0� 5-0-i � 3-3-13 � 3-3-13 � 3-3-13 33-13 � 33-13 � 33-13� 5-04 1-0-0�
� Scale=1'.5B 4
Sx8 II
6.00 12 �
i��
4x6 % � �I V� 4xfi �
fi \ B
/X; � �.,6;-
�A;�
4xG 5 :a]�.��•A :/ 'A1o� <x6 =
36 � 5 � `\\ �/ �� 9
�' � �.� �e�. 9>9��
�3 �
�A 3 4 y � �� �-i7 �� /���� � t0 dx4 'c
�� A�
� �
9�/�/ ! \
&�B B i�� &1] 8 t6 / `� H
� � VA �� �V �� � �.�
� S20 S19'l f/ �416 &15 �� ��`�
�� a2i �� � \�� � : , �/ iila
ri II a.zo�� . � %l i � _..=iia is � �'aaia�
i �
,� z �� �J z�e �i _:I [�J I i �i i.�i I� _ 1z ia.
��°� �a�e
� o
��Bx1fi % 21 20 19 �0 1] 16 15 �0
Bxifi L
3x6 II 10x10 = 6xfi'= Bz8 = 6x6 = 10x10 - 3x6 P
tOx10 =
0-q�� 5:0_1 gg14_I ��_�_tt_� 1411-8 1835 _21]_2 �_24-1095 � 29_11-0�
0=0-3 4-11g3� ' 3-3-13 331: 33_13_ 3313 3.3g3 3_3g3 &0-1
Plate Offsets(X.Y): [2:0-1-8.0-3-0],I3�.0-1-12,0-1-8],{5�0-2-12.0.b121,I6:0-i-12,0-2-OI,IB:O-b12,o4-01,[9:62-12.0-1-12],'111:0-1-12.0-1-BI,I12:0-1-8,0-3-01,[14�:03-12,0-1-81.
[15:0-2-B4O-60],[16:0-2-8,0-3-0],.[t7A-5-Q�-fi-Oj,.[19:0-2-8,0-3-0],.[20:0-2-8,0'6'0],.[21'0-3_12,0-1-e]
LOADING(psfl SPACMG 2-0-0 CSI DEFL in (loc) I/deFl Utl PLATES GRIP
TCLL 20.0 Plateslncrease 1.15 TC 0.91 Vert(LL) -022 t9 >999 240 M720 iB7/144
TCDL 10.0 LumbeNncrease 1.15 BC 0.39 Vert(TL) -0.55 19 >647 180
BCLL 00 RepStresslncr NO WB 09� Ho2(TL) 0.09 12' n/a n/a
BCDL tOD Code IRC2006/TPI2002 (Matnx) WeighC 10881b FT=20%
LUMBER BRACING
TOP CHORO 2x4 SP No.t'ExcepY TOP CHORD Slmctural wood shea\hing tliredly applietl or4-0-3 oc pudins.
1-4,10.13t 2x4 SP 2400F 2.OE BOT CHORD Rigitl ceiling tlirectly applietl or 10-0-0 oc brecing.
BOT CHORD 1.5 X 1 L7/8 LSL Truss Grade
WEBS 2x3�SPF No2'ExcepP
7-17:2x4 SP No.t
REACTIONS (Ib/size) 2=79038/0-3-2 (req.03-10), 12=19039/0-3-e (req.0-3-10)
Max Horz 2=-81(LC 7)
Max Uplitt2=-1621(LC 6),12=-1622(LG'7)
FORCES pb)-Max.Comp/Max.Ten.-All Forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-30655/3869,3-4=-28436/3620,4-5=-2841fi13632,5-6=24524/3168,
fi4=-21629/2840.7-8=-21629/2840,8-9=-24512/3167.9-10=-28383/3628,
i�-11=-28403/3616,it-12=-30596/3861
BOT CHORD 2-21=3328/26953,20-21=-3328/26953�,19-20=-3103I25420, 18-19=-2630/21879,
17-t8=-2fi30(21879,56-17=2628121868,15-76=-3099/25390, 14-15=-3319/26882,
12-14=-3319/26882
WEBS 7-17=-2419/187W,8-17=-5124/692,8-t6=-70Z5764,9-16=-5751l767,9-15=-733/6007,
11-15=-1931/281.iL14=-294/2821,6-�7=-5146/695,6-19=-706/5789,5-19=-578217�1,
5-20=-737/6040,3-20=-0 984/288,3-2�=-295/2830
NOTES (9-72)
i)4-ply tmss to be connectetl togethenwith 10tl(0:131"x3").nails as follows'
Top chords connected as/ollows2x4-7 row at 0-9-0 oc.
Bonom chords connected as follows:1 Sx11 88-3.rows staggered at 0-40 oc. �����SI{I if I!/���
A abch BC w/t�/2"tliam�bolts(ASTM A-307)m�ihe cen er ofr�he m mber w�washers at 4-0-0 oc. \�4���`�OSEP/� ��0��
2)All loatls are considered equally,applietl to all plies,except if notetl as front(F)or back(B)tace in the LOAD CASE(S)sec[ion.Ply to ply 1��Q.�rtiG�ST@qF;"FA�!�
connections have been provided to tlistribu�e only loatls noted as(F)or(B),unless othervvise intlicatetl. y �.,Q. Q � p%
3)Unbalanced roof�ive'loads have been wnsitleretl fw this tlesigrt ' ' PE-11 OIPZZO t �
4)Wintl:ASCE 7-05',90mph',TGOL=6.Opsf;�BC�C=6.Opsf;fi=25ft;.Cat II;Exp 8;enclosed;MWFRS Qow-rise)gable end zone antl GC � —
Exterior(2)zone;cantilever lefi and right exposetl;end vertical lefl and right exposed;GC for members and forces&MVJFRS for - a � : � �
reaciionsshown',Lumber DOL t.60 plate.gripDOL=1.60 � '� '• $TAT QP ;' ? ��
5)This Uuss�has been tlesigned Por a 10 0 psf bottom chord live loatl nonconwrrent with any other live loads. � y1 ., :p �
6)WARNING:RequireG beanng size at�oint(3)2;12 greater than.inpul bea�ing size. � a,p� �r'��/ �
7)Provide mechanical connection(tiy others)of imss tobearing plate capable of withstanding t001b uplift atjoint(s)escept Qt=1b)2=1621, ����� �' " NCl�,p^�
12=1622. � Aj �\�
BJ This imss is tlesigned�in accordance with t�e 20061nternalional Residential Code sections�R502.11:1 anCR802.102 antl referenced ����(11UI IIf}���"
standar0 AN51/TPI 1.
Continued on page 2 Mey 7,2014
� WARNING Plea in g�tyre�e N C 1 efsA k mM tlg e IofPOBUItlSt tl NT 1 M �ct tlP tl d I .Ve tytl g p t tl tl 1 sontM1 Tusz
Dezig � g tliM1 OJRfre Shrel( .0314�bt .OIyMTk �tl plt M1llb 01 Ili � sstl g tl 'gt De IdTF t tl y tl -g- a iz
ccepla lrtsp Dlryf t� tlesg I�� -gl t s mp � 1d pNtlM1 �n.TM1 d g mp� I d g tlto lahqlyafW Mfi mp it yp rt I r B
Lultl 0 N po blry IN Ovme;th 6.m ! t��' ed g 1 t� 014 gpesg p AN51?PIL L t I 1 Id g 1 n � �' J�tl I L CcM1 dm pes
reb p� ' b GI g ly If bultl g �01'lyb I g Atldf II p ry tranVaago Ib ' gl � r � blty.J g n t d IM1 � sp����Iy flbelms �nstaller.
AdtlllonalpertnaneniEUlJngslatil'rybracingoft�eorerallsimtlreslheresponstly tt�eOvmeqtM1eOwnehaN�orzetlagentorlM1e9lEngpes9neqper�M1elRC,tM1eIBCand
AN51?%LPorBeneralgutlanceregaNngtl g pns0ltes�b- Iion.qualAyrnntmistors0e�tll� ry,eed I( I Iainlantld�8 Ib ' g,c Itlh�ll t EYOnofiM1e T�
IRC,I�eIBQFN51/TPI1 @eBC5lsummarysM1eels,-anElorBC51(BuIEngCOmponenl5aferylnloimalon7avalaelehomSBCHa�wvrvcsbcintlus�ry.mmanEanyrelate4 nstallaton nloimalon ENG/NEER/NGttc
zupplietl in the joEZlle package.The Wss UesiBner onmss tlesiBn engineer(also tlMmetl as a specialry engineer)Is NOT IM1e 9uiltling DeaiBner ol Ue�uiltling.
IJob Tmss TmssType� pty Ply 121LOngRageEStates
ATYJATER 83C5 LFT TG01 COMMONTRU55 �� w J b IBP1)65
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PROBUILD, MOORESVILLE�,IN46158 �]C30sOtli<2013MiTeklntlus�nes,Inc. TUeMay0613�.0834201< Page2
ID:12Ku?HRw10yP5_c6n7YTOJZTOd�-LTZVrBKhZ etUe?x6Pwu3kRVYXEWGvH?3�MrJbssJCnR
9)1. Addilional stability brecing for Imss system,.e.9.diagonal o�X-0recing,is always required. See �
10) BCSIi.. �
11)'�23.It is exhemely important to properly install temporery.lateraLrestraint antl diagonal bracing,in
12) accordance with BC51-B2 or using proprietaryime�hods(e.g.Stabilizer;etc.).
LOAD LASE�S) 'Btandard
, 1)Regular%Lumberincrease=l.�S,Plateincrease=L75
Uni(ormtoatls.(pl�
Vetl:1-7=-60,7-13=-60,2-12=-1220(F--1200)
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� May 7,2014
� WARNING PI iM1 gM1ly " (M1 �'C 1 A k wt dB. � �P BulOSte D 4T 1 M f t JP tl � I V lyJ g p 1 tl tl I zontfi' T s
Oexig D nB 4(�e�JR f Shre�( 031i�Ee� .O IyMT k edo pl 1 hallb tll IH t tl g tl 'gl b Itl�T1i t tl g tl �ng- E 1 ss
cepl tresp '�Ityi �M1 tl �g lt� inglel - - p �tl pp tlM1 ' .TM1 tl q mp( I d g tll �blry E Ittis p 11 ypart I � �
builtl g ib po biry fih Ovme IM1eOVm f ibo�etl B � �h 9 Itl gD g perAN51?PI1. L t I � itl g alon M1 -d'NOU IweU OcM1 Em b s
re� p b rkl gonly �tt Oula g �bltyEa' g Atldt � I( p aryresVa Vtliago Ib ' glo ns re t blrytl n gcon� tl t�eresponsElyo���etmss�nslaller.
n0011 nalpertnanenl0ultlngstatilrybracingoit�eoveral151mtlure'sNarezponsplry t1�eOVmeqlM1eOwnefsaut�orxetlagen�oq�eBUIE gDesgner,pert�elRC�M1eIBCan�
AN51?%tFOrgeneralgutlanceregaFEngtles9�responstilu ib ation,qualMwnlrolslorsge0l ry�redion,lt I lainlanEdaBOna1�24ngwnsul�NelatestedtonoRbe ��
iec;m iecn�usirtcii,meeesi:�mma�ysnee�: a�arorecsi�e ie�ycompo�emsareymm�aro�� 'im rromseenaiw»w.:en�a�s��y.wma�da�y�eiaiea-�z�auaro�'�rormaro� ENG/NEERIIYG[Gc
supplleE in�M1e IoGSile package.The Imss Eezigner or Wss Jesign enpineer(also tlelinetl as a specialry engineer)Iz NOT IM1e 9uiltling Designer of t�e builJing.
Jo�—Tmss Tmss Type 'Qty Ply 121 Long Rltlge Esia�es
I � r �ennbb
RiVJqTEF 8 3C5 LFT TG@ Hip Tm s 1
2 J b Reference(optianal)
PR06UILD, MOORESVILLE,IN C6158 1.430sOClt<2013MiTeklntlusines,inc. TueMay0fi13'D8:353014 Paget
ID'J2KU?HRwiOyPS_c6NVTOJZTOtlh-pM/u2XLKKImk6oa7g6R]ExJSeqCeqUCeOa�AzJCxa
I 311-5 ]5-0 11_8-9
341-5 � .3-9-15 � 3-11-5 I
Scale=1:19.9
Bx6 =
6x6 =
� �� 3
52fi 12 -���— �A� .
� � 2-3 �
-- � —��� � � —� ,��` � ,s
% ' ��, � �_
, 'r,-z i'' / `' �� - _
34
% �
%� �&e� �'� � 36 � , a
1 I
�� � �
�� � � � � � ��— -
d d
� i� � ,:4 I � �� o
;+�� 10 11 �12 6� 19 14 15 5 � 19 9 1B ,�
II� 3xB II Ba8= II�
CxB =
4x8 =
� 3-11_5 7_g�C � 11_-B.g
bt t-6 3_8-15 3115
Pla�e_OHSets(X,Y)I_[1;0-0-0,0-0-2]„[2:0-4-4,0-38],.[4:0.0_0,0-0-2],[5',0-2-8,0=4-B]„[6:0-4-8,0-1-8]
LOADING�psq SPAqNG 2-0-0 CSI DEFL in (loc) I/tle9 L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC 0.81 Vert(LL) -0.04 5-6 >999 240 MT20 197/144
TCDL 10.0 Lumber Increase 1.15 BC 0.53 Vert(TL) -0.11 5-6 >999 180
BCLL 0.0 Rep Siress Incr NO WB 0.57 Ho2(TL) 0:03 4 n/a n/a
BCDL 10A CotleIRC2006/TPI2002 (Matnx) Weight:1291G FT=20%
LUMBER BRACING
TOP CHORD 2x6 SPF No2 TOP CHORD Structurel wootl sheathing directly applied or 5-5-3 oc pudins,except
BOT CHORD 2ue SP 2400F 2DE 2-�-�oc pudins(5-11-13 maxJ-.23.
WE&S 2x3 SPF No2 BOT CHORD Rigid ceiling tlirectly applietl or�0-0-0 oc brecing.
REACTIONS (Ib/SiZe) 1=5320/0-3-6 (min.0.2-3),4=5573I0-3-6 (min.0-2-5)
MaicHorz 1=19(LC 5)
Max Uplifl 1=385(LC 5),4=-400(LC 6)
FORCES ;Ib)-Max.Comp./Max.Ten.-All forces 250 Qb)or less except when shown.
TOP CHORD 1-7=-7557/588,27=-7518/592,2-8=-fi827/555,3-8=-6827I555,3-9=-7537/592,
49=-7577/588
BOT CHORD 1-70=-503/6642,10-11=-503/fi642,71-12=-5WI6642,6-12=-503/6642,6-13=-511/6809;
13-14=-5'11/6809,1445=511/6809,5-15=-511/6809,5-76=-490/6660, i6-17=-490/6660,
1748=-490/6660,4-18=-490/6660
WEBS 2-6=764/3307,3-5=-165/3333
NOTES (11-14)
1)2-p�y�mss to be connected logether wilh tOd(O.t31"x3")nails as follows:
Top chortls connected as follows.2u6-2 rows s�aggered at 0-9-0 oc.
Bottom chords wnnected as follows'.2e8-2 rows staggered at 03-0 oc.
Webs connected as follows>2z3-1 row at 0-9-0 oc.
2)All loatls are consideretl equalty applietl to all plies,except if noted as fmnt(F)or back(B)face in the LOAD CASE(S)section.Py ro ply
connections have been provided to tlistribute only loatls notetl as(F)or(B),unless othervvisz intliwted.
3J Unbalanced roof live loatls have been con5ideredlot�this design.
4)Wntl:ASCE 7-05;90mph;TCDL=6.Opst;BCDL=6.Opst;h=25tl;Cat.II;Exp e;enclosed;MWFRS(low-rise)gable end zone',cantilever
6)TNs tdrussdhas been tlesigned P�ye't�wPterbottodm chortl�l ve load noocon u�rrent w9h aoyOOther60 e�loads. ``�4��``SOS�PfH„0�%i�l
7)Provitle mechanicalbonneaion @y others)�of�mss to bearingplate capable of withstanding�OO lb uplift aljoint(s)except Qt=1b)1=385, � a '��ST �,'�'T%
a=aoo a¢:Q'i�G ERF�;.�c"9;
e)This tmss is tlesigned in acwrtlance with the 2Wfi Interoational ResitleMial Code sec[ions R502.11.1 antl R802.102 antl referenced � p� ����222� q ,.
standard ANSI�1'PI 1. = —
9)Graphical pudin representation tloes not depict the size or the orientalion of tM1e pudimalong the lop antl/or bottom chortl. = a � ' a �
10)Hanger(s)or other connection device(s)shall be'provitled suffcient to support concentraletl load(s)1316 downand 31 Ib up at 2-3-75, % q t $TATE ; ? 2'
1 Ib down and 4716 up al 3-11-5,1 Ib down antl 471b up at &0-15,and 1 Ib dowrcantl 471b up at 7-9-4,.antl 1316 tlown and 31 Ib up � 9 � rV ^
at 9-4-10 oniop cho�tl,antl 1646ib down and92 Ib up at 1-0-1,0 Ib�up at 2-3-15,1646 Ib down anC 92 Ib up at 3-0-1,73 Ib down % �,p�'•� r'�� � �
and 30 Ib up at &1�-5,1647 Ib down and 92 Ib up al 5-0-1,9 Ib down at 6-0-15,1647 Ib down and 92 Ib up at 7-0-1,73 Ib down antl ����� F ' ����
301b up at 7-7-10, 16471b tlown and 921b up at 9-0-1,and O lb up'at 9-4-10,and ifi471b down and 921b up at 11-04 on bottom ��� � � O��
chord. The design/seleclion of such connection device(s)is Ihe iesponsibility of olhers �� �I/IIIIIII
Continued on page 2 May7,2014
� WARNIM1G PI �h 9ply - t� 'C to r Ak vAdg IofP Bul 51 J dT I M - Icl etlP 4 1 1 .V��tytl g p t ad a t 0 T sa
�ezi8 0 g dlh �JRt Sh 1� 03iC�bel OtyMTk 1 plt � Ilb dl Vi t d q tl gt b Itl Th � d 'g d "g� J iz
pt 1eP ��Iryl tM1E 9 f�M1e 911 � P itlpd0� .T� tl g pl� ,I tin0 tl� uhlrya�W iN compo M5 ypart� i �
Uuild q �M1 e�po 'blry ft�eOVm N Cwn I �F � d g 1 IM1 B ltl gD g .p AN51/TPI1. L 1 I � �tl g ti �ownon- d E I D 4 M1otl E �
�rel p ' b-d18 ty, tf bltlgt �Iry� ��� gAtl01� It p ry t � VE' g Ib � gt � Ipltyd � g Id IM1' p blryflh�ls "ns�aller.
Htlait I p a�nt�u Id 9 1 El H b '9 I tM1 II 1 d iM1 p ol h f 1� Own N Own f tM1 n E 9 � �M1 0 Itl g pe 9 P IM1�IRC IM1 IBC E
ANSI?P1 ForgeneralgJ eBartln8des8�responsblt 1b'�alon,pulywn�mlztoaBetll ry q ,I1 I -1ran�anUdB IL � gwn I�1� I1 � d(nofNe
iac;m iac nNSirtaii meecsi:�mma�y:n�ei:.a�am�ecs�e�w�scomvo�•��sareymro�are��a�aiauier,omsacnai�,soa�a�:i�y.�ma�eam eia�ea��:�auero���m�are� ENG/NEER/NGuc
supo�iM in ine lobsite pachxge.The wss eesigner or W ss tlesign engineer(also aelinee as a specialty engineer)is NoT the Buildin8�signer ot Ne builtling.
Jo� Truss Tmss Type pty Ply 121 Long Ritlge Estaies
I IBP1]fifi
�NJATEF 9�C5 LFT JTG@ Hiplmss 1
2 Job Refe�ence(optional)
PROBUILD. MOORESVILLE,IN4fi158 ]430sOC114]013MiTeklndusbies,Inc. TUeMay0613:0&35201< Page3
10:12Ku?HRw10yP5_c6N VTOJZTOtlh-pNVU2X LKKI mk6oa7g6R]bxJSeqCeqUCe�atl IzJCxo
' 11)1. Adtlitional slability bfacing for imss sys�em,e.g.diagonal or Xbracing,is always required: See
12) BCSIi.
13)'23:I(is eatremely impoRant to propetly install temporary lateral restraint antl tliagonal bracing,im
t4)`. accordance with BCSI-B2 or usingproprietary methods(e.g..Slabilizer,etc.),
LOAD CASE(5) Stantlard
1)RegularrCUmbe�Increase=7.15,Pla[elncrease=1.15
Uniform Loads'(pl�
Vetl'L2=-60,2-3=-60,3-4=60, 1-4=-20
ConceriVa�ed Loads(Ib)
Verti 2=-i(B)3=1(B)6=-73(B)5=73(B)7=27(B)8=-1(B)9=27(B)10=1646(F)11=0(8)12=-1848(F)13=-1647(F)14=-0(B)15=1647(F)t6=-1647(F)17=0(B)
18=-1647(F)
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DesgD � - g d1� DJR / S�el� .0314)bf OtyMTk tl pll M1II� d( tM11 E504 � B� b ItlTM1' t E gE B��dcates
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ref p " bcklg ty I(lbl0g�t �IrybugAtltl� �It p ry V' Vdg I� g( " tEltyd ' g tq t� p 81N ��� � 111 .
AEC( Ip enibuld gs�ablryba-g ftM1 II�VUCt ��e sp blry ft� O ��� �� On f a IM1� d ge 1 Ui�B I� g0e g 'p 1� IRC t�lBC J
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supplied In iM1e joesile paUaqe:Tne imss tlezignm or W ss eesign en9�neer(also tlefineo as a specialy engineer7 is NoT tM1e Buileing Designer oi Ibe building.
Job� Tmss TmssType' pry pry; i2���onaR�eqees�aies
IB1)P6I
RNJATER_B�CS LFT VOt ValleyTmss i� �
Job Reference_(optional)
PR�BUIlO, MCORESVILLE,IN4615H ]C3psOd10]013MiTeklndusineS,Inc. TUeMay0613'0835201JPage1
1012Ku?HRw10yP5_c6NYTOJZTotlh-p1WL2XLKKImk6oa7g6R1�x_i5ex?ewOGeOaVIzJCx�
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LOADING(ps� SPACING &0-0 CSI DEFL in (loc) I/deFl Utl PLATES GRIP
TCLL 20.0 Plateslncrease 1.15 TC 0.13 Vert(LL) n/a - n/a 999 MT20 �97/144
TCDL 10�.0 Lumber Increase 1�.15 BC 0.10 Vetl(TL) n/a - n/a 999
BCLL 00 RepStressincr Yes WB 0,13 Horz(TL) 0.00 5 n/a n/a
BCDL 9�.0 CodeIRC2006/TPI2002 (Matnx) W¢ighY.5316 FT=20°Jo
IUMBER BRAqNG
TOP CHORp 2x4 SPF No2 TOP CHOR� Stmcturel wood sheathing directly applied or 6-0-0 oc puAins.
BOT CHORD Dca SPF No2 BOT CHORD Rigitl ceiiing directly applied or 10-0-0 oc bracing.
OTHERS 2x3SPFNo2
REACTIONS All hearings 17-11-11.
Q6)- Maz Ho2�=-132(LC 4)
Mau Uplik All uplifi�100 Ib or less at joint(s)except 9=-104(LC 6),6=-104(LC 7)
Max Grav All reactions 250'Ib or less atjoinl(s)1,5�,7 ezcept 9=405(LC�10),6=405(LC 11)
FORLES (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown.
WEBS &9=-29W147,4-6=-2901147
NOTES ;7-10)
1)Unbalancetl roof live loatls have tieen consldered for this tlesign.
2)Wnd:ASCE 7-05;'90mph;TW L=6.Opsf;BCDL=6.Opsf',h=25ft;Cat.II;Exp B;enclosetl;MWFRS(low-rise)gable entl zone and GC
Ezterior(2)zone',cantilever lefl and right ezposed;entl vertical lek antl right ezposed;GC tor members and forces 8 MWFRS(or
reactions shown',Lumber DOL=1.60 plate grip�OL=1.60
3)Gable requires wntinuous bottom chord bezring.
4)This truss Bas been designed for a 10.0 psf bottom chord live load nonconwrrenl with any olher live loads.
5)Pmvide mechanical connection(by others)of lruss to bearing plate capable of withstantling 104 Ib uplifl at joint 9 and 104 Ib uplift at
joint 6.
fi)This iruss is designed in accordance with the 20061nlernational Resitlential Code sections R502.11.1 antl R802.102 antl referenced
� stantlartlAN51/TPIt -
7).i. Atltlitlonal stability bracing for Uuss system,e.g.diagona{or X-bracing,is always required. See
e) BC511.
9)23�.It is eztremety important ta propedy install temporary lateral resVaiN and tliagonal bracing,in
10) accordance with BCSI-B2 or using proprietary melhods(e.g.Stabilizer,etc.). �P��\`�i�jEPH/r`"���i
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L� WARNING PI Ili gM1ly � t� C slo ( A k w1 tlg � I P -BU IE 51 d tl T rtn b M t i tl P otl cl f .V ty d g p t tl tl � IM1' T ss
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ccePt o�rep .Diryl I�eG �9 t�� '91 Wsr4 P IdPGU� � Th tl �g O! ,I d g Et tblry E �iF po if � YPaR I
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rel mprezzonbucklgonly,notforEUld'ngsiffiIlyb�aungAUUlonallemp -aryreslra.nVEagoalLaqnglo�nsureslablryJUrngmnsimclonslM1eresponsEl'yoflhetrvss"nslaller.
AEtlilional permanenl Emltling zta�illy�iaung ot��e ove�all svuclure Is t�e responsiEiliry oflM1e Owneq I�e Ownefs auNOnzetl aBenl orNe Building Oesigneq pxihe IRQ IM1e IBC anE
FNSIITPII. Forgeneralguitlance�egerdingUesignresponsibilities,fa�ncatioq�qualiywnlml,sloage,tlelivery,ereclion,laleralrestrain(anE4iagonalErzung,mnsulttlielalesteEitiono(Ne M
iRqmeiec,nHSUraitmeecsis�mman:neeis,�ero�ecsle�aamecAmo�emsatnymm�mauo�>a�anaoieo-omsecna��.socme�sin.�ma�aa�r�eia�ea���:�aua�m�mro�ano� ENG/NEER/NGtm
supplieE In iM1ejoesite package:TM1e wss aesigner or W ss aesign engineer(also tlelnee as a specia�ly enBineep is rvor Ihe Builtline�esigner o�ine building: I
J0� Tfu55 TN55 iyp2 Q�y P�y 121 Long Ritlge Eslate5
n°M1hTER 8 SCS LFT V02 ValleyTmss � �
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PR06UIL�, MOORESVILLE,IN 4fi158 ]630 s Oct 14 Y013 MiTek Intlus�nes,Inc. Tue May W t3:OeS6]014 Page t
ID92KU4HRwi0yPS_c6NYTOJZTOtl�-HS4GGtMy5bubji9KEqyM89WJJ21pN06MigKaFlZJCxP
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LOAOING(ps� SPACING 2-0-0 CSI OEFL in (loc) 1/deFl Utl PLATES GRIP
TCCL 20.0 Plateslncrease 1.15 TC 0.12 VeR(LL) n/a - n/a 999 MT20 197/i44
TCDL 10.0 Lumberincrease 1.15 BC 0.06 Vetl(TL) n/a - n/a 999
BCLL 0.0 Rep SVess Incr Yes WB 0.10 Horz(TL) 0:00 5 n/a n/a
BC�L 10.0 Cotle IRC2006/TPo2002 (Matriz) Weight:431b FT=20%
LUMBER BRACING
TOP CHORD 2z4 SPF Na2 TOP CHOR� Structural wood sheathing directly applied or 6-0-0 oc putlins.
BOT CHORD 2x4 SPF'NO2 BOT CHOR� Rigid ceiling directly applietl or 10-0-0 oc brecing.
OTHERS 2x35PFNo2
REACTIONS All bearings 14-11-11.
�(Ibi-�Maz Horz 1=-109(LC 4)
Max Uplifl All uplik'1001b or less at joint(s)1,8,6
Max Grev All reactions 25�Ib or less atjoint(s)1,5 ezcept 7=265(LC i),9=321(LC 10),6=321(LC 11)
FORCES (Ib)-Max..Comp/Max.Tert-All forces 250(Ib)or less ezceptwhen shown.
NOTES p-10)
1)Unbalanced mof live loads have been considered for this design.
2)Wnd'ASCE 7-05;.90mph',TCDL=6.Opsf;'BC�L=6.Opsf;h=25k;Cat.II',Eap B',enclosed',�MVJFRS Qow-rise)gable endzone and GC
Extenor(2)zone;cantilever lefl and right exposetl;end vetlical left and right exposed;GC for members and forces&MWFRS for
reactions shown;Lumber�OL=7.60 plate grip DOL=1.6� �
3)Gable requires rAntinuous bottom chord bearing.
4)This tmss�has been desiqned for a 10.0 psf bottom chord live load nonwncurrent wiN any other live loads.
5)Provide.mechanical connection(by others)of Wss�o bearing plate capable of withstanding t001b uplik aljoin�(s)1,8,6.
6)This Uuss is designetl in accordance with the 20061nternational Residential Code seclions R502.i�i.t antl R802.102 and referencetl
stantlartl AN51/TPI 1.
7)1. Additional.stabiliry bracing fo�Vuss system,e.g.tliagonafor X-bracing,is always required. See
B) BC517.
9)23.I!is e#remety impotlant to propedy instalftemporary laterahrestraint and diagonal bracing,in
10) �acmrtlance with BCSI-82 or using proprietary metM1ods(e.g.Stabilizer,etc.).
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aCCepU f spOn blryi N d �g of\h gl huss p itl OCeEb ' .TM1�J g p(� I d g tl� n t blry d !iti p it rt lar
Eulltl g t�e p n'�Iry Ith Ovm Ili O f IM1 ' d g � t0 8 Ia gD g p AN51?PIt L 1 �I � id �9 1 h � d'd I b ticM1 tlPm U s B
reb p onbuckl g q ti b IE g t bityb��'ng Ntltlt It p ry t �VJ go ib ' gt " re 1 blrytl g n i q ' Ih f '�Ih H�ews "nstaller.
AEtlit �p anent0uld g � b'lly� cng fih � Ilst tl U � po sElry (Ib Ovm qtM1 Ow / ulM1Onzedagenlort�e9ultl gD '8 ,Pe tM1eIRC qelBCand
AN51/TPI1. FOrgeneralg �0 regaNngGesgnresponsb'145fb-alon,qual�ymlol,sloage,G1' ry reclon.lateralrestranlanddg Ibraong,w IIIM1 ItestedfonofNe +
iac,meieqn�usirtartmeecs:�mme�ysnee�:a„arorecsi�eia„ycompo � is-nrmm�mar � uaeie�.�msecnm�..,.w.:ere� vy. „man� iiea- :�eua�m���m.maro� ENG/NEER/NGttc
supplie0 n I�e jobsite package.TM1e W ss tlesigner or Imss tlesign engineer(also tlefi�etl as a specialry engineer)is NOT the Builtlin9�eziB�e�o��he Cuilding.
. 'Job Truss Tmss Type pty Ply izi�ong qiaee es�a�es
181I1]69
RRNATER B�CS LFT V03 Valley Tmss � �
Job Reference.{optional)
GR09111LD. MOORESVILLE,IN4fi158 Z430sOC116201�MiTeklnEUSines,lnc. TueMay0613:08362010 Pagei
I D:12KU?HRw10yPS_c6N VTOJzTotlh-HS4GGiMyS�ubjx9K EqyM89 W 1 m2GwN07M�gK4iIZJCxP
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LOADING�ps� SPACING T-0-0 CSI DEFL in Qoc) I/tleFl L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC 022 Vert(LL) n/a - n/a 999 MT20 197/144
TCDL 10A Lumber Increase 1.15 BC 0.18 Vert(Ty n/a - n/a 999
BCLL 0.0 Rep Stress Incr Ves WB 0.10 Horz(TL) 0.00 3 n/a n/a
BCDL 70.0 CodeIRC2006/TPI2002 (Matnx) Weight3216 FT=20%
LUMBER BRACING
TOP CHOP� 2z4 SPF No 2 TOP CHORD Stmctural wootl shealhing tlirectly applied or 6-0-0 oc purlins.
BOT CHORD 2z4 SPF No2 BOT CHORD Rigitl ceiling tlirectly applietl or t0-0-0 oc bracing.
OTHERS 2x3 SPF No.2
REACTIONS Qblsize) 1=213/11-11-11 (mla 0-1-8),3=213/1�-11-�1 (min.0.1-8),4=454/1141-1� (min.0-1-8)
�Max Ho2 1=-85(lG 4)
Max Uplifl 1=20(LC 6),3=-27(LC 7)
FORCES �Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown.
WE85 2-4=-284/66
NOTES p-'10)
1)Unbalancetl roof live loatls have been consitlered tor ihis design.
2)Wnd:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25k;Cat II',Exp B;endosetl',MWFRS(low-rise)gable end mne and FC
Esslerior(2)zone;cantilever left and righl exposed;end vertical lett and�ight exposetl;PC for memher5 and(orces 8 MWFRS for
reaIXions showq Wmber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous botlom chortl bearing.
4)Tliis truss has been designed tof a�10.0 psf bottom chord live batl nonconwrrent wii�any other live loads.
5)Provitle mechanical connedion(by olhers)of truss to bearing plate capable of withstanding 100'Ib'uplift aljoint(s)1,3.
6)This tmss is tlesi9ned in accortlance with the 20061ntemational Residential Cade sections R502.1 L1 antl R802.102 antl reterenced
stantlard AN51/TPI�.
7)i. Adtlitional stabiliry braang for truss sys�em,e.g.diagonal or X-bracing,is always requiretl. See
e) BCSH.
9)23.Il is e:Rremely important to properly install temporary lateral restraint and tliagonal bracing,in
10) accortlance with BC51-82 or using pmprietary methods(e.9.StaGilizer,etcJ.
LOADCASE�S) Slandard
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Oesfg C ' B ��heOJR f S�eel(re 0314)E t O IyMT kca tl pl t p Ilp �d( iN 1 4 ig tl ' B� � IJ.Tp t d g tl �ng- d tez
ccep� n f p 'Eltyf Ihetl sgn 11� 9� �tiss - p �Itlpqtlbe � .TM1 d g � O�o I d g dtl n5,slElry tl se f�psw p It YOarlilar �
Lultl g t�� p Dlry It� O �tp O !� 1� 'zeJ ge I 1� Build�g0esg p ANSI?PI1 L i I t IE g afon b 'd� 'd al b tlrh Nm meers
refo p onbuGl g ly, olbrbultl g 1 E1'lybraang Htldf allempo ry vanVJaOO Ibeungm'nsu�establrydurngrnn t tl ' �Ferezpons�Iryofl�eWZS'nsallei.
AEdi(�nalp neniEUiIE� g t tilrybracin0 ��h �rallsVUtl ' 1� responstilry II�eOwneqlM1eOVmelsaut�onzetlageniort�eBuld gp- gneqpe iM1eIPC �M1eIBCantl
ANSIRPI L Porgeneral guidance rega�tling tlesign responsibilitieq tabnralion,qualiy wn(ml,ztoage,tlehvery,eredbn,laterzl resVaint antl Elagonal baung,mnzull ihe lafest etlilion oI IM1e
IRQ�M1e IBC,ANSIRPII,t�e BC51 summary s�eels,anElor BC51(BUiltling Componenl5afery Infortnation)available from SBCA alw.w+.slicintluslry.com and a�y�ela�etl inslellalian Inbrmation ENGlNfFItINGitc
supplieE n iM1e jo�site paGage.The truss desi9ner or Imzs tlesign enginre�(also Ee(netl as a specialry.engineeQ is NOT�be BuilGing Oesigne�of�M1e buil0ing.
Job Tmss Tmss Type aty Ply rzt LonB Riage Es�a�es
ienmo
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Jo0 Reference(oplional)
PROBUILG MOORESVILLE,IN<fi158 ]<JOSOqi/2013MiTeklneustnes,IncTUeMay0fi110B3]2014Pa0e1
ID:12KU?HRw10yP5_c6n7VTOJZToAh-12eeTOMasvO5L5kWO%UbBM3DOSc76sGV6J3 BBZJCxO
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LOADING(ps� SPAqNG 2-0-0 C51 DEFL in (loc) I/tleFl IJd PLATES GRIP
TCLL 20.0 Plates lncrease 1.15 TC 0.19 Vetl(LL) Na - n/a 999 MT20 197/144
TCDL 10.0 Lumber Inaease 1.15 BC 0.12 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr Yes WB 0.04 Horz(TL) 0.00 3 Na n/a
BCDL 10.0 Cotle IRC2006/TPI2002 (MaMx) Weight:2316 F7=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD S[ructural wood sheathing tlirectly applied or 6-0.0 oc pudins.
BOT CHORD 9x4 SPF No2 BOT CHORD Rigitl ceiling direclly applied or 10-0.0 oc bradng.
OTHERS 2x3 SPF No2
REACTIONS (Ib/Slie) 1=178/8-11-11 (min.0-1-8),3=178/&11-11 (min.0-1-8),4=284/&11-it (min.0.1-8)
Max Ho2�=-62(LC 4)
Max Uplift7=-26(LC 6),3=-31(LC 7)
FORCES (Ih)-Max.Comp./Maz.Ten.-All forces 250(16)or less except when shown,
NOTES (7-10)
1)Unbalancetl roof live loads have been considered for this design.
2)Wind:ASCE 7-OS',90mph;TCDL=6.Opst;BCDL=6.Opst;h=25ft;CaL II;Exp B;enclosed;MWFRS Qow-rise)gable entl zone and GC
E#enor(2)zone;cantilever left and righi exposed;entl vertical lefi and right exposeQPC tor members antl forces 8 MWFRS kr
reactions shown;Lumber DOL=1.60 plale grip DOL=1.60
3)6able requires continuous botlom chord bearing.
4)This Wss has been designetl(or a 10.0 psf botlom chortl live load nonconwrrenl with any o�her live loads.
5)Pmvioe mechanical connedion(by others)of Iruss to bearing plate capa0le of withstanding 100 10 uplift at joint(s)1,3.
6)This tmss is tlesigned in�acwrdance with the 2006 International Resitlential Code sections R502.11.1 and R802.102 antl referenced
stantlard ANSIRPI 1.
7)1. Atltlitional stabiliry bracing tor Vvss system,e.g.tliagonal or X-bracing,is always requiretl. Sea
8) BCSIi.
9)23.It is e>{remely impotlant to propetly install temporary lateral restraint antl tliagonal bracin9,in
�10) accordance vnlh BCSI-82 or using proprietary meNOds(e.g.Slabilizer,etcJ.
LOAD CASE�S) Slantlare
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Oesig U ' g dl� OJRete Sba 1� 03 W)b lor .O IyM?ekra tl pl 1 �allb Jt M Im tl q tl ngl b Id TM1' t tl 'B e �g��aw�es
acceptace 1 pa blryf Nee g olNesinB�ew po Idpden ' .TM1eaespnass pt ,I e 8 en s taelryena 18 po If ypaNwlar e
OuN�B� N po Ely 10� Qm 1� Oxn ! a m �eaeye� �b B la�q0 g pe AN51?PI I Lah21 Va 10 B � ssMwnon'M'G al p Otli 0 emEers �
ere�o p " Eudl g ty, tl Wltl g 1 C'Iyb ' B�!dd�o alle D aryrc 1 �VO g 10 g� ' e rcsl dlry0 ' g 1 d � t� sp �Glry Itpel ss'nstaller.
AdE( alp rmanen�EUld g 1 b'Ity� cingoltheo e II I ct ' �� esponsb'Iryoli� PmeqiM1eO f t� r 0 g 1 N 9 Itl gD �g pe 1� IRqI� IBC ntl
ANSIRPIt ForBmerelputlancerepaNinpCev9��eepons�f4esla��calon.qualrywnVOlzloreBetllery,eredon,lt almslrenlanEd'BOnalbmunp,co^sullPelatmleClonoli�e
IFC,NeIBC,AN51RPIt,NeBC5lzummaryspcets,enNOrBCS1�BuJCingCOmponem5aieylnlormatian�evailaEleham50CRa�v.wu.sbdnEUZlry.w .�aa�y�eiaiea���sianaoo��i�ro�.ro� ENGlNEER/NGL[C
auFPlieO in i�e joESl�e parkage.T�v Irvsz Oeaigner or tmss desiqn enginen�also OefineE az e epeciel�y enqineaq iz NOT Ne Buibirp pesigne�o�IM1e OuilCing.
Job Tmss Tmss Type pty Ply 12t Lone F�iage Esia�es
� iantnt
�ATER 0 SCS LR VOS ValleyTmss 1 1
Job Re(erence.(optionep
PROBNL�, MOORESVILLE.IN d6158 ]030 s Oct 10201J MiTek InEUSines,Inc. Tue May p613:OB�J]201< Page 1
IDJ2KuPHRw10yP5_c6NVTOJzTodh-12eeTDMasvOSLSkNbXUbgM3EqSbO6swV6J3_BBzJCxO
24143 � 54141
� 2-11-13 � 241-13
J.a = Swle=1]aa
]
. 'i'.
B.00 �z . ' �_� � '.
� . �
/ '
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qi � � � \
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2xa i p,a .
5-1141
5-11 N
_Plate_ORSets_(X,V);_[2:0-2:0,EdgeJ
LOADING(ps� SPACING 2-0-0 CSI DEFI in (loc) UtleFl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC O.OB Vert(LL) �n/a - n/a 999 M720 197/144
TCOL 10.0 Lumber Inuease 1.15 BC �.19 Vert(TL) n/a - n/a 999
BCLL 0.0 ReD Stress Ino Ves WB 0.00 Horz(TL) 0.00 3 n/a n/a
BCDL 10A Code IRC2006RPI2002 (Malnz) W¢ight:141b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Stmclural wootl sheathing directly applied or 5-11-11 oc putlins.
BOT CHORD 7s4 SPF No2 BOT CHORD Rigid ceiling direclly applied or 10-0-0 oc bracing.
REACTIONS Qb/size)� 1=200/5-11-11 (min.0-1-e),3=2W/5-11-71 (min.0-1-e)
Max Horz 1=39(LC 5)
Mae Upliftl=-9(LC 6),3=-9(LC 7)
FORCES (Ib)-Maa.Comp./Max.Tert-All forces 250(Ib)or less eacept when shown.
NOTES (7-10)
1)Unbalancetl roof live loads have been wnsitlereU for this tlesign.
2)Wnd:ASCE 7-05;90mph;TCDL=6.OpsY,BCDL=fi.Opsf;h=25ft;CaL II;Exp B;enclosed;MWPRS(low-nse)gable end zone and C-C
Extenor(2)zone;cantilever lefl antl right exposetl',end vertical lefl antl rig�t exposed;GC for members and torces 8 MWFRS for
reactions shown;Lumber DOL=1.60 plate gnp DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This imss has been tlesigned for a 10,0 psf botlom chord live load nonconcurrent with any other live loatls.
5)Provide mechanical connection(by others)of truss to bearing plate wpahle of withstan0ing 1001b uplik atjoinqs)1,3.
6)This tmss is tlesigned in acmrdance vnth the 20061ntemationa�Fesitlentlal Code sections R502.11.1 antl R802.102 antl referenced
standard ANSI/TPI 1.
7)t. Atltli�ional stabiliry braan9 for Wss system,e.g.tliagonal or X�bracing,is always required. See
8) BCSI1.
9)23.It is extremely importent to propedy install temporary lateral restraint antl tliagonal brecing,in
t0) accordance vnth BC51-B2 or using proprietary meNOds(e.g.Stabilirer,etc.).
LOAD CASE�S) Standartl
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� wAawHC aieas m ahiy me c s�o r nr� o�neae � �P e�ia s� a a r i m � � e a oa i � .v ',ry e e c � a a i o��n r
oesie o qa�wm or�A t sn i� .wiqo ro � .o ryrn'r x a pi � sn ne ai visi a 'a a �B�oe ia. rn w e 'a e ' q' a i z�
�pu r po �eirym meeese ofN � BI w m p ie pd an - .m e D p� ,� � g en ve�y a eoi�i w po n ypan i
eula B- �h p blry I�M1 Own Ili Own I - P 'z tl 6 � �� 2 'IEigDesa pe ANSIrtPIt L t almsVantaes8 a4 n 'a e IweeantlUr am e �
erei p p rkl p ly, II Euld p t tiltybaang.Atltl( It p ry V �Od ponalbac gl � t �IryJ � qw sl q � iM1 pons�IryolNetmss'nstaller.
A61ib Ipimanenlbuld pslelry0radngolN vemllzVUtl ' N sponstilryoll� OwnrN Own ! No- Oaq 1 N 0lergo q perNelRC�nel6cena
ANSI?PIt ForpmeralguEencem8+b�90evgnrespmsiEilNeslaCncation,qulirymnwl,smnpeCelivaryaredion,latxalrosVan�anEEagonaibminB.��sNi�Felabs�eJlanoli�e
IRG,t�aIBqAN51?Plt,�peBC5lfummarys�eels,anOlorBC&�9uilGingCamponemSarorylnlorma�ion�availaElehomSBCAa(wr.w.sbcindustrymmantlanyrelatetllnstallalioninloimation �(�t/N�/�aLLC
zupplietl in IM1e jobsita paUaBe.The vua tlesigner orimsz Oeaign enpineer(abo Jefinetl as e spacielty engineep Is NOTtpe Builtlinp DesiB�er o�t�e Euildng.
Job • - �Truss TrussType ory Pty isiLOngqlepeESia�ez
i8t]t9R
I!lWATER 07C5 LFT VOfi ValleyTmsz 1 1
. Job Re(erence.(optionap_
PROBUIL�, MOORESVILLE,IN46158 �030sOd1620flMiTeklntlusines,Inc. TueMay0613:OBP2014Papet
ID:12Ku?HRw10yPS_c6NYTOJZTOdh-12eeT�MasvO5L5kWOXllbgM3FpStlU6swV6J3_BBzJCxO
LS-13 241-11
� 1-5-13 ' 1-5-03 '
3xC = $cale=lJ.B
l
8.00 I12 � I
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2_11_11 —I
24141
Plale Oftsets.(X.V):_[2:0.2-qEdgel ---� .
LOADING(ps� SPACING 2-0.0 CSI OEFL in poc) I/de0 Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC 0.01 Vert(LL) nla - Na 999 M720 197/144
TCDL 10.0 Lumber Inaease 1.15 BC 0.03 Vert(TL) Na - n/a 999
BCLL 0.0 Rep Stress Incr Ves WB 0.00 Horz(TL) 0.00 3 n/a Na
BCDL 10.0 Cotle IRC2006RPI2002 (MaMx) Weighf 61b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPP No2 TOP CHORD Structural wootl sheathing directly applietl or 2-11-11 oc purlins.
BOT CHORD 2x4 SPF No2 BOT CHORD Rigid celling tlirediy applietl or 10-0.0 oc brecing.
REACTIONS (Ib/size) 1=BO12-11-11 (min.0-1-e),3=80/2-ti-11 (min.04-e)
Maz Hoa 1=16(LC 5)
M�Uplifi 1=-3(LC 6),3=-3(LC 7)
FORCES (Ib)-Maz.Comp/Max.Ten.-All forces 250 Qb)or less excep�when shown.
NOTES (7-10)
1)Unba�ancetl root live loads have been wnsitlered for lhis design.
2)Wntl:ASCE 7-05;90mph;TCDL=6.Opsf;BCDl=6.OpsF h=25ft;Cat II;Exp B;enclosetl;MWFRS(lav-rise)gable end zone antl GC
Eztenor(2)zone;can�ilever lett and ri9hl exposed;end vertical lefi antl right exposed;C-C(or members and farces 8 MWFRS for
reaqions s�own;Lumber DOL=1 fi0 plate grip DOL=1.60
3)Gable requires continuaus Oottom chord beanng.
4J This tmss has been designetl for a 10.0 psf bottom chartl live load nonconcurrent with any ol�er live loads.
5)Provide mechanical connection(by alhers)ot lmss�o beanng plafe wpable of withstanding t001b uplifl atjoint(s)1,3.
6)ihis Vuss is tlesigned in accorEance with ihe 20�61nternaUOnal Residential Code seclions R502.11.1 and R802.102 an0 referentetl
standard AN51/TPI 1.
7)i. Addilional stability bracing for truss system,e.g.tliagonal or X-0recing,is always requiretl. See
e) BC511.
9)23.It is ea2remety imponant to pmpedy install temporary lateral res(raint antl tliagonal bracing,in
10) accordance wit�BCSI-B2 or using pmprietary methods(e.g.StaCilizer,etcJ.
LOAD CASE(S) Stantlard
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May 7,2014
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pesig Ge - g M I�e 0 J R�e e SM1e 1( W tq Oelore .O ly M Tek w d pl� �all�e 5 01 Ili s 1 O g dmw�g 1 b IH. T' irves tleuqn Erawing bU rslez
[cep� � 9p� sElryl 1� d �g Ilpe 'nBIeWSGOp tUptlJ� e .TM1etl58 P� ,I dngCOEI 'IOIry 49 fiM1 om�nentloranypanwlar �
builE p' N po Dlry ItM1 Ovn� N Own r M nzeE g� tal� B'10 pD 'g OerANSIRGl1 L 1 relr v Itl 'g 1 Iwwn 'J '0 elvrepanErl�ortlmem0ers I �
rcro co p vonOUdJ B h �� Uultlip IaE4yb '8 Addti altemp ary trenV�ago IWatingto uw zt dlry0 � gco s� qon� P ponzdlyoll�eWSa�nstaller
Addil alp<maeme�ia B ���b� unBOimeoeml Wcl - N posi�IryMNeQmerl� Own ! Nonie0a8 � N B IO gpesg prt�elRC1�eIBCenE
AhSI?PILFo�generalg-tl gerJngtlsgnrcsponsUltShE� f ,q lycoimlfb2getll ry cl ,I� I � btan0O0 IE � 8, nsul�melalasledlonol��e
IRC,N IBC,HNSI?PI 1 N BC51 ummary M1cels enEror BC51(B ld p C p nant Sa�ery Inlortnat ) 1 01 I om SBCF i wwn.ibc 0 iry. and any relateE'nslallafon"n�orma(on ENGINEFFINGicc
suppl etl-n I�e joEUle padage.TTe W n EesiB��r or wzz Oez pn eng neer(also OafneE as a zpvualry enB�eer)'s NOT Ne&i IE ng OeziB�er ol Ne Ou Itl"ng.
JoE Tmss Truss Type pry Ply 1l1 LonB Flege Es�ates
I 1891]93
nSYJNTER_87GSLFT VO) ValleyTmzs 1 1I
_1Jo0 Re/erence.(optionai)
PROBl11LD MOORESVILLE,IN46158 ]430�zOtl1<2013MiTeklnCUZ�nez,Inc. TUeMay06ll�.093Bd014PeBei
ID:12Ku?HRw10yPS_c6NYTOJzTOdh-DECO�ZNCtlDBJZFJiLF?qDacNBsw_rlAeKZp%kdzJCxN
1-11-6 34-13 Sdb 640-13 846G �
1-0iL � 1-8-� ib-9 � 1-8-7 � 1-11G
Scale=1]fi 9
3r4 =
516 r12 3x4 =
3 4
— �—�_� 3a 1=�� �,.
3x4 % � \
/ 2-� ��.�\ \ 3x0 =
8 00 12 4 5
/ ���� �����
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�'� / 5-fi
� fi
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tE
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ix8 ', 4n8
e-ior
e-i o-a
Plate ORsets_(X,Y):_[7;0.7_11,Edge],_[2:0_2_O,Etlge],.[3:0-2-Q0_2_10�,_�4;0_2-0,0_2_70),_[5:0-2-0,Etlge],_[6:0-2-7,EdgeJ
LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl L/tl PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC 023 Vert(LL) n/a - n/a 999 MT20 197/144
TCDL t0.0 LumOerincrease 1.15 BC 0.2t Vert(TL) Na - n/a 999
BCLL 0.0 Rep Stress Inu Yes VJB �.00 Hoa(TL) 0.01 fi n/a n/a
BWL 1�.0 Code�IRC200fi/TPI2002 (MaMx) Weight:211b FT=20%
LUMBER BRALING
TOP CHORD 2x4 SPF No2 TOP CHORD StmcNral wootl sAea�hing directly applietl or 6-0-0 oc putlins,ezcept
BOT CHORO 2x4 SPF No1 2-0.0 oc purlins(6-0-0 m�.):3-4.
BOT CHORD Rigid ceiling directly applied or 10-0.0 oc braang.
REACTIONS (Ib/size) 1=316/8-10-4 (min.0-1-8),fi=316/8-10-4 (min.0-1-8)
Mar Hoa 1=24(LC 5)
Mar Uplifl 1=-/2(LC 6),6=12(LC 7)
FORCES (Ib)-Max.Comp/Max.Ten.-All forces 250 Qb)or less except when shown.
TOP CHORD 7-2=398/117,23=357/123,3-4=-326/124,4-5=-357/123,5-6=-398/717
BOTCHORD 1-fi=-61/326
NOTES (9-12)
1)Unbalanced ro0f live loads haVe been COnsitleretl for this tlesign.
2)Wmd:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf h=25fl;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone and GC
E�enor(2)zone;rantilever lefl and nght ezposed;end vetlical leR antl nghl exposed;GC for members and forces 8 MWFRS for
reactions shown;Lumber DOL=1.60 plate grip OOL=1.60
�3)Provitle adequate drainage to prevent waler ponding.
4)Gable requires continuous bottom chord beanng.
5)This Vuss has been tlesignetl for a 10.0 psl bottom chord live loatl nonwncurrent wit�any other live loatls.
6)Provitle mechanical wnnection(by others)o(truss to beanng plate capable of withstantling 1001b uplift atjoint(s)1,6.
7)This wss is designed in accortlance with Ihe 2�Ofi Intemalional Residential CoEe sections R502.11.1 antl R802.102 and referencetl
stantlard ANSIRPI 1.
e)Graphlcal pudin representation tloes not depict the size or the orientation of lhe pudin along Ihe top antl/or botlom chord.
9)1. Addi�ional stabilily bredng for lruss system,e.g.tliagonal or X-bracing,is always requiretl. See
10) BCSIi.
11)23.It is entremeq important to properly install temporery laterel restraint antl tliagonal bracing,in �����uut��p�
12) accordance with BCSI-B2 or using propne[ary me�hods(e.g.Stabilizer,etc.). ```��� $EP ��p/
� �� ��c+�ii
LOAD CASE(S) Standard � t� "� ti� :
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May 7,2014
!. WFRNING-%eau 1Mmu8�N��M'Ne'Customefs AcknmMeEgemem of PnBuiIE S�dnEartl Tarms br ManufanureJ Pro�uC�s'Ipm.VenFy UesiB�W�amelen antl rea�noles on IM1ia Trvsz
� Oasig pra ' g U��e OrJ R I S�e i( .0}�0)b lo .O ly M Tek w ct 01 bs S�allOe 01 N Ir 0 �B 4 ' p t Ov I Q T�' t J 6 4�B� 4 tes
aaeptance i po Dlryl Pea �gnollM1 � pl 1 mpo iGeptlOM1 - .T� tl 9�a pl loed p tlf . �elry e seoitlisco p it nvPan Ir ,
�uiM g)N po 'Elry �N Own ,N O.m f Ih ' O g 1 I�eB l4rpD �p p HNSI?PIL L� I 4 Itl �B 4 M1 C'JUalwe�anOU rEm E s �
arelo p buGl g My tt buid gsiatiM1ryb � B�A�dW It p aryestanVdag albra-gl ' sueslblryG�nngcon� dm' V ponzGliryolNeWis�nstaAer.
Adtli( Ip rtn e IDUId g 1 �IRyb un0 �N e�aI1sWG � N ponvElryMt�¢prme OeOwn ! 1� 0 geniwMeO IE gDe g pm1�eIRC,1�eI6CanU
A651RPI1 ForgeneralgutlanceregartlngtlesB��ezpona�l(mfabnceton,yualrymnlml.sloiagetlivery,ereqon,ll alreslrantanEd gonelpmanp,wnzull�M1alales�eUtonoltM1e
iac.meiee.nesirtaii,maecsi:�mmensne�i:,a�em.aca�a��mmoeomno�<msai�ymmm,aeo�ia�anaeiso-omseen.n...w.:e��a�:vv.�ma�aa�yreia�ea���:mnaw�mm�maim� ENGINEDNNGttc
:�cvi��a m me�oe:ne uauaw.me w::em�y�«or w::a�xre�e�emae�1=�:o eecoea a:a sp�auy��emee�l�:rvor me e�ae�,y oexe�e�or me e��m.�a. �
� Job. Tmss Tmss Type �oty ply 121 Lonq Pitlge Esates
— ienma
AkWATEl�B'!C6 LFT �VOB ValleyTmss .1 1
Job.Reference_(optionaq
PROBUIL�, MOORESVILLE,IN66159 ]C3050tltC3013MiTeklntluslries,Inc. TUeMay061399.383014Page1
1�:12KU?HRw10yP5 c6n7VTOJZTodh-0ECOhZNCODeJZFJiLF?qDacPesxOrlAeKzpXktlzJCxN
' I 2-11-2 5-10-0
211-2 � 21�-2 '
Scale=t 10.9
3x4 =
2
e.00 iz � � �� '
/ .
�i i .
��2� � i_a,
�j
i
� .
/ /
' /
/ / 3
�_� j/
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L { K l � _ F �� � _ I
2%G i 2%A �
&10-4
540-0
_Pla�e Orysets.(X,V).'_[242_O,Etlge]
LOA�ING(ps� SPAqNG 20-0 CSI DEFL in (loc) I/deFl L/tl PLATES GRIP
TCLL 20.0 Plateslncrease 1.15 TC 0.07 Vert(CL) n/a - n/a 999 MT20 �97/144
TCDL 10A Wmberincrease 1.15 BC 0.18 Vetl(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr Yes WB 0.00 Horz(TL) 0.00 3 n/a n/a
BWL 10.0 CodeIRC2006/TPI2002 (Matnx) Weight131b FT=20%
IUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Stmctural wood sheathing directly applied or 5-10-4 oc putlins.
90T CHORD Dc4 SPF No2 HOT CHOR� Rigid ceiling diredly applietl or 10-�-0 oc bracin9.
REACTIONS Qb/size) 1=198/5-10-4 (min.0-1-e),3=196/5-104 (min.0-1-8)
Maz Ho2 7=38(LC 5)
Max Uplifll=9(LC.6),3=-9(LC 7)
FORCES (Ib)-Max.CompJMax.Tea-All forces 250(Ib)or less except when shown.
NOTES !7-10)
1)Unbalanced roof live loads have been consideretl/or this tlesign.
2)Wmd:ASCE 7-05;90mph;TCOL=fi.Opst;BCDL=6.Opsf;h=25ft',Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone and GC
E#erior(2)zone',wntilever lefl and rigM eaposed;end vertical letl and�right ezposetl;GC for members and forces 8 MWFRS fo�
reac�ions shown;Lumber OOL=1.60 plate grip DOL=1.60
3)Gable requires conlinuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live loatl nenwncurrent with any other live loatls.
5)Provide mechanical connection(by others)o!Wss�.lo bearing plate capable of wit�s�anding 1001b uplik atjoint(s)1,3.
6)TBis lmss is designed�in accortlance wilh.lhe 2006 International ResltlentiafCode sections R502.�1.1 antl R802.102 and referenced
standard ANSI/TPI�.
7)1. Atltlitional slabiliry bracing for truss system,e.g.tliagonal or X-0recing,is always requiretl. See
8) BCS1L
9)23.It is ezlremely.important to pmpetly install temporary laterel restraint and diagonal bracing,in
10) accortlance wilh BCSI-B2br usingpmprietary methotls(e.g.Stabilizer,etc.).
LOAD CASE�S) Stantlard
,\`���`���pSEPri{��0�4i''�
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May 7,2014
L� WARNING PI 1�ro gbly ' 1� "CUStomefs Hcknowletlg t of PmBU 10 St tl N T s f M n t t M P 4 q f .V y tl g p lers antl reatl notes on Ili s Tmss
pesig C ' g dlh OJP t Sh y 03tC�ti lo� .O IyMTek cl pl � s M1 IIE dfo @ t d g tl B� � Id�TM1' tr tl 9 d 'ng"d' tes
arcept t P sbl7f IM1 tl g fiM1 5 91 1 Po itl PC dM1 re .Th E 9 as P� ,I d�g EI 1 b'Iry J se flfi' Po if nYPan lar B
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SuppLetl�m t�e jobsile package.The Wss Eesigner or tmss OesiBn enginee�lalso tleiined as a speiially engineer7 is NOT iFe Building Designer of I�e builtling.
Jo� Tmss Truss type pty Ply i2��ona Aiege esa�es
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A�WA�ER 8_9C5 LFT VW VelleyTmss 1 1
Job Reference.(op6onal)
PROBUILO. MOORESVILLE.INe6158 U30sOq1<2013MiTeklnEUZNes,Irc. TUeMay0fi10:09:J9101aPaBe1
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Plate Ofhets_(X,Y):_[2:P2 O,EdgeJ -
LOADING(ps� SPACING 2-0-� C51 DEFL in (loc) IldeFl IJd PLATES GRIP
TCLL 200 Plateslncrease 1.15 TC O.Ot Vert(LL) n/a - n/a 999 MT20 197/744
TCDL 10A Lumberincrease 1.15 BC 0.03 Vert(TL) Na - n/a 999
BCLL 0.0 Rep Stress Incr Yes N/8 0.00 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 CotleIRC2006/TPI2002 (Malnz) WeighC6lb FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Structurel wood sheathing direIXly applied or 2-10-4 oc pudins.
80T CHORD 2c4 SPF No2 BOT CHORD Rigid ceiling tlireclly apDlied or 10-0-0 oc bracing.
REACTIONS (IWSize) 1=76/2-104 (min.0-1-e),3=76/2-t0.4 (min.0.1-e)
Max Hoa 1=15(LC 5)
Max Uplifl 1=-3(LC 6),3=-3(LC 7)
FORLES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when s6own.
NOTES (7-10)
1)UnOalanced roof live loatls have been consitlereE for this design.
2)Wntl:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat II;Exp B;enclosed;MWFRS(low-rise)gable end zone antl C-C
Ezterior(2)zone;cantilever left and right exposetl;end vertiral lefl antl right exposed;GC for members and torces 8 MWFRS for
reactions shown;Lumber DOL=1.60 plate gnp DOL=1.60
3)Gable requires continuous bottom chortl beanng.
4)This truss has been designetl for a 10.0 psf botlam chortl live load nomm�wrrent with any other live loatls.
5)Provide mechaniwl conneciion(by others)of Imss to bearing plate capable o(withslantling 1001b uplitt atjoinqs)1,3.
6)This truss is tlesipned in acwrtlance with the 20061nterna6onal Residential Cotle sections R502.11.1 antl R802.t 02 and referenced
standard ANSI/TPI 1.
7)1. Aotlitional stabiliry bracing for tmss system,e.g.tliagonal or X-brocing,is always required. See
e) BCSn.
9)23.It is ezlremely importanl to propedy inslall temporary laterel restraint and diagonal bracing,in
70) accordance with BCS6B2 or using propnelary methods(e.g.Stabilizer,elc.).
LOAD CASE(S) Standartl
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