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ENGINEERING uc
DrJ Engineering, LLC
6300 Enterprise Lane
Madison, Wisconsin, 53719
Re: 614417723 MiTek 20l20 7.4
Wedgewood I Legacy
The truss drawing(s) referenced below have been prepared by DrJ Consulting, LLC under my direct supervision
based on[he parameters provided by ProBuild (MoofesVllle).
Pages or sheets covered by this sea1:18514236 thru 18514263
My license renewal date for[he state of lndiana is Iuly 31,2014.
Important Notice:The accuracy o/.Ue Truss Design�rewings rolies upon:All Uuss and componenl designs utilize
manufacwrer published conneclor(i.e.huss plale,etc.)design values and American Lumber Standards Committee
(ALSC)appmvetl iules-wdting egency lumber design values(where Sou�hem Pine hss been speti(ed,ihose design
values are as fabulated in SouNem Pine Inspection eureau Grading Rules 2002 Edition Supplemenl No.73).Lumber
design values correspond wi�h ihe grade s�amp pnor to cross cuning as(a)epprovetl by Ne BoaM al Review o(ALSC
(b)ta6ulateE and footnoteE by Ne applicable rules-writing agency using a published eflectiw date,(c)apProved and
published by the Amenwn Wood Coundl for use in the NOS engineenng equations torihe Eesign ot slructures using
lumber,end(d)re/erenceA in ihe lakst edition of ANSIRPI 7,Section 6.3.
\`p�'�pSEPH �p��,'i
`,,.1P:�G\ST�aF..y jT��.�
�2 :P 0 :9�
_ ; PE-11012220 g '
= • 's 5 . c
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6�
� � July 22,2014
Ryan J. Dexter, P.E.
The seal on these'fruss 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 parlicular building is the responsibility of[he building
designer or owner of the trusses,per ANSI/TPI 1.The responsibilities and dulies of lhe truss designer, [russ design
engineer and Wss manufacturer shal(be in accord with the lalest edilion of ANSI/TPI I Chapter 2 unless o[herwise
defined by a contract agreed upon by the parties involved.
,
Job Tmss TrussType pty ply WcegewaaalLegary
IB51�]]6
Bf111�RJ GE01 GABLE � �
Job Ralerenrc loolonall
PRO6UILD. MOORESVIILE,IN�6f5B 1130aOtl112013MleklnEUAnes,Inc.MOnJU131153SW401�Pagei
IO:IZFSmFVvMqyhpPrTyNI68gziXt2-qce_Kua Ri0T4L3bdIALBow2ENZy11g5e]AOYyvoa6
-}d! �&LN � 1}73 i sall:a i
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8-38
Sule=18�3
9A0 I] 6M - BrB= S�B =
13 H 15 16 9 10 1�a20 ]1 I3 Id ]1 25 26 I] ]9 39 JO ]� 1_2]R 3] 31 35 3fi
�., f� -�a-°- -sb� �n- -o-n �-a-o-�6�
ol �ab�i tt 8�1. / I I P\ 3]
10 i � Je ]9
a 9 1F] 1 1a 1 tB 2 6 206� 31 3 3 � 2&9 J 6 ]3 ] N 31 a\ �,�p �0 ]a� II
I II 5 E
6 ' 10 ] 1 1 1T 9 1 ) 3 5 3 ] 2 81 2 B 3 1 J 5 0 R ] 0 9 3B � �\5p +1 �3. �}
y�1 � � � .�B /WI11�11
] / Ip9B .0 �1 fi � fi rI �^ '
�� � � 'bZ5 ' � - _ _ _ _ _6�- _ _ _ - _ _ _ -u- - - tli0l ) Id
a
��' - B] BS 81 80 i9 iB ]] ]6 15�, » ]2 ]1 ]0 fie fi0 6] 66 65 61 6] fi2 61 60 SB 58 9 56 55 5 53 5d 51 50 �9 �B �] �6 �5 �� q
]�6=
5�6 = 3M = 3r1 II
5]-0L�
53-11-0 {
PlaleOtlselsLV)_�260.�06641 f9:0.2-7Etlqe��(14:0.30.0.18],IZ6'.Q400-4-8],�35:0-4-0,62-13��[62:0.30Q10��[74:0.2-70.7-BJ
LOADING(ps� SPACING 2-0.0 C51 �EFL in Qac) I/Ge� L/d PLATES GRIP
TCLL 20.0 Plates Inrrease 1.15 TC 0.06 VeM(Ly -0.00 1 Nr 180 MT20 169/123
TCDL 100 Lumberinvease 1.15 BC ODS Vert(Tl) ODO 1 n/r 720
BCLL 0.0 Rep Stress Ina Yes VvH 0.11 Hoa(TL) 0.00 43 n/a n/a
BCDL 10.0 Cotle IRC2006/TPI2002 (Matnx) Weight:5291b FT=20%
Lt1MBER BRaCING
TOP CHORO 2zfi SPF No.2 TOP CHORD Struclural vrooA shealhing diredly aPP��etl w 6-0.0 oc putlins, except
BOT CHORD 2x4 SPF No2 end verticels,an0 2-0.0 oc purlins(fi-0.0 max.)�1435.
WEBS 2z4 SPF No2 BOT CHORD Swaural wood sheathing Girectly applietl or 1P0.0 oc bracing.
OTHERS Yx4 SPF No2'Except' WEBS 7 Row al midpt 35-SU,34-57,33-57,32-53,31-55,3a56,
29-57,28-SB,27-59,26-60,25-61,24-62,
17-7Q70.77,8-78 7-79,GBO,SB1,4-82,3-83,3Bd7,39-4fi,40.45,47-44:2x1 SPF-S S�utl 23-63,22-64,21-65,2U-66,1&67,18-68,
17-69.16-70.15-71,1442.73-73,72-75,
3fi-49,37-48
REACTIONS All bearings 52-11-0.
(Ib)- MazHorz2=308(LCS)
Maz Uplifi All uplifl 100 Ib or less at jaint(s)43,50,51,52,53,55,56,57,58,
59,60,61,62,63,64,65,66,67,69,69,70,71,72,73,75,76,77,78,
79,B0,81,B2,B3,48,q,d6,I5,44 except 2=117(LC 4)
Max Grav All readions 250 Ib or less at jdnt(s)43,2,50,51,52,53,55,56,57,
SB,59,60,61,62,63,64,65,66,67,68,69,70,77,72,73,75,7fi,77,
78,79,B0,81,82,83,49,48,47,46,45,<4
FORCES (Ib)-Max.Comp/Max.Ten.-All forces 450(Ib)or less except w0en shown.
TOP CHORD 2-3=317/250,34=-273/232,4-5=-257/230,1&7t=72/255,3&36=-SB/255
NOTES
7)llnbalenced raof live loaas have been wnsidved for�his tlesiBn.
2)lMnd:ASCE 7-05;90mph;TC�L=6.OpsY,BWL=6.Ops1;h=25R;Cai.II;Exp B;encloseQ MVJFRS(low-nse)gable enE zane and GC
6ctenar(2)zone;fantilever letl end nght exposed;enE vehical letl anC nghl ezposed;GC for membere and forres 8 MWFRS for
�reaclions shown;Wmber DOL=1.60 plate gnp DOL=1.fi0
3j Truss designeC forvnnE loads in Ne plane olt�e Wss anty. For sNGS exposetl to winO(nartnal to t�e tace),see Standartl InEUStry `�t.p��iq���
d)Pmide atl quatla drainage�to prevent�waler�pontl�g��ltling tlesigner as pu AN51/TPI t. `t�1P�,��SEPH �,���i��l
5)All plates are 2x4 MT20 unless aNervnse inaicatetl. �1 " F-}' r^
J P' . '�jtST@,�.. T �
6)Gable reQUires continuous botlom MorE bearing. � 1 .�,� 6�•� {c�
� �Gable sWES specetl at 1-4-0 oc. � �j �9 �
B)This buss has been tlesigned lor a 70.0 psl bottom chord live load nonconcunenl with any other live loatls. : PE-11012?20 ' �
9)PmviEe mechaniwl connedion(by olhers)ol iruss lo beanng plate capa�le of withstanding.1U01b uplitt at joint(s)43,50,51,52,53,55, = _
56,57,.58,59,60,61,62,63,64,65,6fi,67,68,fi9,70,71,72,73,75,76,77,7B,79,9q et,82,83,48,47,�6,{5,44 excepl(j1=1b) - � • �� � ' '
2=1n. � ��. STAS OF . � 2
lU)This truss is designed in acrurdance wiN the 2006 lnlemalional Resitlential Code seciions R502.11.7 antl R802.102 antl rehrencetl � O�,'• := � �C
stentlara ANSI/TPI 1. �4 • „ • �j�c�^`
11)"Sem4rigid pftchbreaks wilh fixed heels"Member malxdy motlel was usetl in Ihe analysis antl tlesign of this Iruss. ��� "� ii t�t����
12)Graphical putlin representation tloes nol tlepic{ihe s¢e or Ihe anentalion of 1he pudin alang ihe top and/or botlam chord. ���/4111�I������"
LOAD GASE�S) Stendard July 22,2014
A IW�PNING R N gliry � N Y n l KM kCg u�l IProB tlE SlviEaN T b M f tluN P E tls 1 .Vuiy E g p n� E O m s on Wa T�uss
Oe pn0 -9 �MN IXJR h u5Me1� .0.11��Cel On1yMTek etl p41eSa�wllEO ie0f N6W E gn0 Y�O� �w0 TM Lu pe 9 N �ng�nd�les �.
tcepl 1 pon N%1 1� C�a9 IN "plewu pe tiE ptleOM ' .T� J gn plie b E'y Eil�wi �edNyutl INIS[omppne�Yl nYPanl[War 0
E Jd B� � p iEtlny M�� Owne N Uv � N�o E g m t� ButlE g� 'p pa AN51/TP11 Ltlef I roNaM E q al on sli m J Eu I E E cp M memLas
I �p etlanO W g ry MI O AE p leOfilyE tl p,REE4 LI p ry eVaM/0eg 10 "B� ��u !ENyE�MB � a N eap IbllAy Ilh Irvaalntleller
TEENanal pameneN OWJMg kladYry Yredng ol Ne awrell tlmtlure-a��e reapanvEtlYy olllie Qvner,llie Ownels uMar¢eE agenl ar Ne BuYEUg�e�8�«.pert�e IRC,I�e IBC anE
M151R%f.Fn 9enenl puiEarice reqeNUq Ee�gn«apanvOYties,hCnuYm.puetiry wNtl.tlaecBe.tlelirery.ertifian.IalerW rtsVUnl�n0 ma9�+���9.�uL Ne lalesl eE�im al Ne
IRC,NeIBC.MlSVlPIi,NeBC5liummaryNeets,anNw8CS11�+ibinqCanpanntl5afeylnM1VmaOOn��va�vWeM1anSBGtivww.WtlM�Wry.ran�nEeM��ItleElnata�WOninNimaYOn ENG/NEERlNfiti.r.
uiGPdeE in Ne IobNe paGapa The wss Eeaipner ar Wsa JeYB���9�eer plao CefineE aa e aperiay mpineep Is N�T I�e BuAErg De�ipnn W t�e EuIICmg.
,
Jab Tmss �TrussType Ory Ply w�ea�.,00a �Legary
IBSH23>
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_ _ _ mia3z-� �3. 15s6aa
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d 5 / 1 6 1 ] t 1 1 B 1 ) 3 5 l ] ] o ] ] 6 13 �� o
2 3 / i 0 a a I I 3 � ] 0 � 0 3 5 \ « ,5 _
0. �2 ] b+ �Bfi
� `�1 -tl' �1 �� 09 I B 81 B6 05 E3 0� 91 BU�]B ]8 ]] 1fi ]5 ]� >J - ��n� I - "S - I- '1I(I�II\
IN - B� - )I]t ]0 9 fi�6i fi y 5] _-_ tl il �+l\=-�\Q�91�b
61 60 59 58 55 5� 5] 53 51 50 19-'\, � O1
3�6 = �aG = 6] 6} 56 ��5=
3afi =
io-z-o aw.a n-n-o
ioz-o xbz-a si-�-o
Plate Oflsels(%,V�_�2:0=0.0�QQ4��[36:0-4-0.6243��47:0.0.0 0.�-4J,�72:U�2-0,04�-8�
LOAOING(ps� SPACING 2-0.0 CSI OEFL in (loc) Vdefl Utl PLATES GRIP
TCLL 20.� Plates Invease 1.15 TC 0.09 Veh(LL) O.OD 48 Nr 18o MT40 169/123
TCDL 10A Wmberinaease 1.15 BC 0.11 VeM(TL) 0.07 48 Nr iPU
BCLL 0.0 Rep Stress Inn NO VvB 0.12 Horz(TL) 0.02 47 n/a n/a
BC�L 100 CoCe IRC200fi/rP12002 (Matnx) WeighL5a21b FT=20%
LIIMBER BRACING
TOP CHORD 2x6 SPF No.2 TOP CHORD Strudural wood sheal�ing tlireclly applieE or 6-0-0 oc pudins,except
BOT CHORD 2x4 SPF Na2 2-0.0 oc putlins(&o-a max.):12-36.
WEBS 2x4 SPF No2 BOT CHORD SWClural waotl s�eathing Eirealy applied or 70-60 oc braung.
OTHERS 2x4 SPF No 2'Excepl' WEBS 1 Row a�midpt 22-73,21-74,2D-75,1476,18-77,t7-78,
1679.7 580.14-ei.7 3-82.12-83.21-71.
11-B5,7P86,&87,8-BB,6-69,590,4-91,3-92,3&55,4654,42-53,4&52,44-51 4SSU,46-A9:2x4 SPF-5 SWtl 2570,1G68,27-69,28-67,2&66,30-fi5,
32-62,3&fi1,34-60,35-59,37-58,38-56,
31-63
REAGTIONS All6earings57-11-0.
(Ib)- MaxHOrz2=242(LC4)
Max lJplift All uplill 700 Ib or less at joint(s)64,47,73,74,75,76,77,70,79, .
B0,81,B2,83,85,86,B7,88,89,90,97,92,71,70,69,69,67,66,65,
62,61,60,59,Sfi,55,54,53,52,51,50,�9 except 2=752(LC 4)
Max Grav All reactions 250 16 or less at jainl(s)2,63,64,17,73,74,75,76,77,
78,79,B0,B 7,62,83,85,66,87,88,89,90,9/,92,71,70,69,fi8,67,
fi6,65,fi2,fi1,60,59,58,56,55,54,53,52,51,50 eccepl49=292(LC 11)
FORGES (Ib)-Max.Comp./M�.Ten.-All farces 250(Ih)ar less except whm shovm.
TOP CHORD 2-3=233/303,3-4=194284.4-5=772/282,&6=150I280,6-7-128/299,]-8=120/303,
&9=106/326.410=81/351.7 0.11=6937 6.11.12=39rl�7.1 P.13=27/331,
13-04=21/33�.1415=211337.1516=-Zi�l37,1G17=21/337.17-18=21/337.
18-19=-Y1/337.1&20=21/337.20.21=-Z7/337.21-42=21/337.22-23=-21/337.
23-20=21/337,24-P5=27/337,4526=-21/337,26D=21/337,27-28=21/337,
28-29=41/337,2430=21/337,3631=1t!l37,31-32=21/33B,32-33=21/338,
33-3C=21/339,3/-35=21/33B,3536=21I338,3637=29366,37-38=281371,
NOTES 38-39=23/333.3440=21/300,46H=1226fi.41-42=23/261 ,,a�`'����ggPNt���t��o
`v .�O ... OF /l�i
7)Unbalanced mof live loads have heen cansitlered br ihis tlesign. � _ •G��7�� .�"�,
2)WinG:ASCE 7-05;90mph;TWL=6.Ops/;BCDL=6.Ops(h=25fi;Cal II;Ezp B;enGOSeQ MVJFRS Qow-rise)gable enC zone and GC �� _:��4 FQ•.'.(fg i
Ezienor(2)zone;wntilever lefi anE right exposeE;entl vertiral left antl ngM eKposetl;C-C lor members enE torces 8 MVVFRS foi ' pE-��(j12:20 '
reactions shown;Wmber OOL=1.fi0 plate gnp DOL=1.60 -
3) Truss designetl forwind loeds in ihe plane af�he Uuss only. For sWtls expose0 to wintl(nortnal lo ihe face),see Stentlartl IntlusVy = -
GaGle Entl Details es eppliwCle,or wnsutl qualReC Guiltling Gesigner as per ANSI/rPl 1. " � � � � =
4)Pmvide etlequate Creinage to prevenl xatv�pwding. � ��•_ $TATE F ��
5)All plates ere 2x4 MT20 unless o�hervnse indica�eG. � 0,�,'� J r L „��
7)Gable stutlsrspaceG a��.q_Q o�om chord�earing. ��r�'��� ` ',�L��� �`L```
8)This buss has Eeen AesigneA lar a 10.0 pst botlom tliord live load noncancurtent wdh any o�her live loads. ��/��������p��i�� ��'
9)Bearing at joint(s)61 considers parallel lo grain value using AN51/TPI 1 angle lo grainloimula. BuilCing Cesigner shaulE venfy wpecily ,f�lY 22,2014
Coh1UlULiPBR y6'�2°f�
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f on�p zpn WtlJ pmtly ndl WYN gsLNLIyO B��4��Ylunpw ry s4 irNGeponalNaongloinuve�laClllyE m8w aWtl 6�M1 ipanuEl�yollM1elruuntlelle�.
hEE Yontl DermaneM OutlE�np sletl4ly Eredng oll�e omall aWCWie S IM1a m�ponuE I!y ol llm Oxneq IFe Ownelt eNhoi¢ep agenl or Ne Bu ItlmB�s gner,per I�e IRC,I�e 19C anE
�NSIRPI L Fai B��«el puiEence regardinq Oetign re[ponalEAilin,la0nu4on,qually mnlrol,�lonpq Eellvery,eretlion,lelval reaVaiM�anE Elapanel brecing,cansud Ne IaleY eEAlan al lhe
IRC,NeIBC,MI5WPI1,IM1e0C51aummvyNeels,enElarBC51(BUIIEinpCOmponenl5alerylnbrmeYOn)mtlnEkhomSBGtlwxwsEdnCUtlry.mmenEeTyreleleEinrallalionlnlo�maWn ENG/NEEfl/NGnc
wppYeE In Ihe pENe padege.Tha Wn Cesyner or 4uu Jeugn engnea(el�o EefineE u upecially mgnver)i�NOT Ne ButlEmg Oezgna alNe EuiE�ng.
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NOTES
10)Pravitle meUanical canneGion(by others)0/Uuss lo Gearing plate capaGle ol wiNstanding 1001b uDlttf at joint(s)61,47,73,74,75,76,77,78,79,90,81,82,83,B5,86,67,
9B,89,90,91,92,71;70,69,6B,67,66,65,62,fi1,60,59,56,55,54,53,52,51,50,49 except(p=16)2=152.
11)Beveled plate or shim requireA to provide full bearing surtace wdh buss tliord at joint(s)T,73,74,75,76,77,78,79,80,81,82,B3,85,96,87,B6,89,90,91,92,71,70,69,fie
,67,66,fi5.
12)This truss is tlesignetl in accortlance wilh Ihe 200fi Intemational Residential Cotle sectians R502.17.1 anO R002.102 and reterencetl stanEard ANSIRPI 1.
13)'SemFrigid pitchbreaks wilh fizeG heels'Member mG fizily motlel was useE in ihe analysis antl design ol Nis iruss.
1<)Graphical pudin represenla�ion does not depict 1he size or ihe orienla�ian ot the putlin along ihe top entl/or�onom chord.
LOA�LASE�S) Standartl
m WqFNING R et� g�ry �eet� L tl eM1ACkn I EB � �P��Itl51 tl ET rm 1 M 1tl MP E p b .VerRyC 'B P tl �nJneOndeaonlli Tmcn
0 tlO�IN �0 �4�� oJR I nu5li 1� .0]4�)Ee! .OlyMiT k tl plal s��IIE EI Ih)W E p E mp� b IW.T�' ImoEe�gnNwlnBl C !ec
CCCp�6�ce01R1pa aiMro m Eeu9 II� ' pbVUU p me paeene ' m E 'pn plb b Cing M ilabifRy M I�li mmpanenlM�anYGaN W i
btlJ B N D biEytllF Oa�M Vi Ow r.ewna�eaq IwNeBU1C p0egnnpnRN51RP11 LtivW tl mlOespnelim N -CiutluWrabenEtl�orEme Ens ,
arelncnmpreaaionCWngaMy,nMlarWidng�ledNybaang.�EENanaltempwaryrtNavYldapwalMan0lon+uenaEihlyEUmprmtl�uti I�e2[ponuEJGyolNehus ' tlalkr.
AYJNOnY yemm�M EuYOing paGby Watlng al l�e owrall Yrvtlure Ia Ne rtsponuEtlYy ol Ne Oaner.Vm QvneM1 uMameE agmi ae Ne BuW vp Oeagnvq per Pa IRC,ua IBL enE
ANSIRPI L Fm gmenl gui0ance reyNilg Oeepn m�panvbY�ie�,I�btlulion,WoNY�4a1,sbnpe.Eelrvpy,emtlion,letervl retlniM mE mapoml Eut'inp.wnauX�he Imetl eJnim ol Ne
iac,maiec,-nrvsvrcii,m�acs.�mmanm«�.,.�mo�acsilewiamec�ao��msaknmm�ero�la�=a.niso-omsecna�ww.mom�¢rv.r.om.m.m,�mi�e��aaaeno����m�ero� ENG/NEERIN('i��.r
supDlleC in Ne IoYtlle pvdage.T�e Imu Eeagner ar W u EetlB���6m�u�alia Eefinea as a spedvtly mgneeQ'n NOT Ihe BWIONq�atlpntt MIM1a OuIIUNg.
Job 7v58 TmssType p�y Ply WeEgewooE 1Legary
IBSN0J8
81{{1]YlI GEO] WBLE � �
Job Refxenre(wtiwelf
PROBUILO, MOOREWILLE,IN16158 1�]psOp1�101]MiTeklnEUtlne[,Inc. MOnJUI]I15�]599]�HPagel
IOJZFsmFWMqyhp?�ZyNI68pziXr2-tyPF�/002HQ98?oCAreb524ylJOMATVqaaUeC WoeO
�ooa
-L�—_ � �s�.�t � n.xio � xiu �s asan ii�-� szi.i ssaz s?�
td� i-YO ]-10.11 6H-IS 6.IIfi 6N.5 1q-11 JL }�-] 65.�p ~ �-3] f.0.
srale=1:f 059
6afi =
B00 12 ��0= �a6= Sx4 ° fir0=
5 fi� �B ��B 9 ���_� 10 H 50
��fi i _�_- z-_ _ '\13
� t i�Wp513 Bv8 WH �
1v6 i 1 I\, 15
3 6� �p 163 � ifi
5 ] 6 9 � B �� c�
) B. 1 � 10
Z ,'� �\d. � U.Ll, •1.�1 I ,� I � o� 3 I—�=��''I Zb5\ 3330
A
dI - . -, i .._ ,�, =d
�afi = 11 �3 4 �� 10 39 �B 3536 31 ]3 3Y 31 9a 39 2B P 36 35
Sa8 = 6x1� = 1� �� �b�—��
3�6=
]�b=
]885
���� N¢x�2�-1mu�_�n-�-o � �:r9_{_a�ei� y�.�u�2r szv—sa�yx—`°'-
]�&Y 3LL1} 5+3 6S1] &118 1�511 NJ 0.�l 5615 �6]� B�SID 68D�
Pia�e orcseis a v�_�z:o=o-o,o-ao7 f9:0.1B,a2-81(io�.as�a,o-3-o7,_�u:o<o.eaye� z� 3:0.0-O,o-o-a�,�sto-i-s a`-ey,�aa:a- ,z-e o-3-a�
LOADING�ps� SPACING 2-0.0 CSI DEFL in (loc) Udefl LPo PLATES GRIP
TCLL 20.0 Pla�es lnoease 1.15 TC 0.55 Veh(LL) -O.D9 43-44 >999 3fi0 MT20 169/123
TCDL 10.0 Lumber Invease 1.15 BC O.W Ve�(TL) -027 43J4 >999 24U
BCLL 0.0 Rep Stress Inu NO WH 0 95 Horz(TL) 0.06 39 n/a n/a
BC�L tOD Cotle IRC200fi/rP12002 (MaUix) Nhntl(LL) 0.06 Q >999 240 WeighL4141G FT=20%
LUMBER BRACING
TOP CHORD 2x6 SPF No2 TOP CHOR� SWCtural wood sheathing tlirectly applieE or 4-9-6bi putlins,except
BOT CHORD 2z4 SP 2400F 2.OE'Ezcept' 2-0.0 oc purlins(E0.0 maz.J:S1a.
47-43:2x4 SPF Na1 BOT CHORD SWdural wootl sheal�ing Evedly applietl ar 6-0.0 oc bra�ng, Except
VvEBS �2K4 SPF No2'ExcepP 10.0.0 oc bracing:2�dd,d3-44,42-43,40.42.
3-44,18-29:2x4 SPFSbtuC VJEBS 1 RowatmiCpt 3-43,7-40,10.39,1636,11-35,1234,13-33
OTHERS 2x4 SPF-S SIUO'ECCepP ,G13,6-40
38�7,11-35,12-34,13-33:2K1 SPF Na2 2 Rows at 1/3 pls 9-39
REACTIONS All Ceanngs Y2-111 except Qt=lengih)7=0.3-e.
(Ib)- MaxHoa2=-249(LC4)
Max Uplift All uplift 100 Ib or less al joint(s)2,29,23,34,33,32,31,30,28,27,
26,25 except 39=431�1C 5),36=138(LC 5)
Max Grav All reactions 2501b or less at joinl(s)%,29,23,35,3�I,33,32,31,30,
2B,27,26,25 excep�2=1464(LC 1�),39=2974�LC 1),39=2974(LC 1),
38=287(LC 2) �
FORCES (Ib)-Max.Comp./Maz.Ten.-All Pous 250 pb)or less except whw shown.
TOP CHORD 2-3=2104/215,3-4=75P6/215,45=1380263,56=1161/267,WB=56L242,
7-48=567242,7-49=567/242,8-09=5fi7/242,e-9=567/242,9-10=18/487,
10.11=2]/31<,11-50=30/3J1,1&50>34ld02,12-13=-i6/285,1}�d=9/28d,
14-15=7/285.1617=-5285.17-18=22E7,1&19=0/283.1420=22/285.
20.21=53/289.�21-22=84/P83.22-23=126/308
BOTCHORD 2-/4=212/1659,43-44=272/7659,42d3=181/1084,41-42=781H084,46d7=181/7081,
39-40=d86/170
WEBS 3-44=0l345:&13=fi07/174.643=7/422.6-42=0/255.7-40=686/264.&39=2419/456.
10.39=-493/fi2.6-46=944H40.9-10=258/1924 .``�i«��EP+��+rr���r.
NOTES `��� SO H � �i�
1)Unbalancetl roof Ilve loads have been wnsideredtorthls design. • �^�` �i
� pS�;'�tSTE',q . A .�
2)NAnE:ASCE 7-05;90mph;TCDL=6 Ops/;BCDL=6.OpsY,h=25ft;Cat.II;Exp B;enclosetl;MVvFRS(law-dse)gable md zane and C-C � -�. �,�G l"���(<`
Exlenar(2)zone;wnlilever lett entl nghl exposed;end vertiral Ieli and right exposed;GG lor members and lor�s d N WFRS tor '� �( ;9�
reactions shovm;Lumber DOL=1.60 plate gnp DOL=1.60 ; PE-7 101222D •, _
3) Tmss designed for wintl loatls in ihe plane ot the tmss anly. For stu0s exposetl lo vnntl(nartnel lo Ne fece),see SlenCertl Intlusiry _ � � ; a M1
Gable End Details as applirable,or consutl qualifietl buYding designer as per AN51/TPI 1. � q q %
I)Pmvide adequale drainage lo preven�water Ponding. %9O} S'ATE F j,C4�
5)All plales are 2z4 MT20 unless athervrise inGicatetl. .� � �,
6)Geble sWES.speceO at 1-4-0 oa � , ^"'��� 6� ��`
7)This Wss has been designed lor a 10 D psf battom chorrl live IoaC nonconcurtent wdh any olher live loads. ��q �JilA�.�'�{?��
B)PmviCe mechaniwl wnnection(by oNers)ol iruss to beanng plate wpable o/wMSlanGing 1001b uplm aljoint(s)2,29,23,34,33,32, ��/tl����p1tl����
37,30,18,27,26,25 except Qf=1b)39=431,36=138. J��Y 22,z��4
ContinueO an page 2
� W�RNING"F N p�h '�+'U C Y I AcFn I EG M IROB tlOSt U NT rm ( M f tl etlG U q b .VeMyE LO V d n C C m nlli T v
OeLpn 4 hp M i� OrJ fteMe ce 5�d( 0}l�l�1 u�e:ON/MR k to etl plale a�tll Ee 01 11i W E�qn Enwinp�o M v�10.Tld�W Ee y N 9�ti t� �
v.epl 1 pm eaqi N OeYg IN alnpleWU mppnellU ptleE�fN�T� E Ipn pYO b E gmnMMn ilati4ly M MIM1it pon MI ypNkul� 0
E tlN 0� N p Atltly W I� Oxne N Own l aNlia 0 qem arNe BuYO 0 Oe Ign�Dd M'y���l 1 l�l I Wa 1 E �g alion N �J Cu I 0 E UarE m 0 s
Iwwmp�milan0 tlJnpoMy,nNl bulOnpclaEilM� B�A44�anallvnD ryrcz4eMldp IL �-g� ' w Iablily0 gm tl tl ' �M1e�e�po 'OPlly I�� Irvss�nAallv.
�OtlWOnY pbmaneM UwIENB�iOiGly b�atlnB a�Ne ow�all pmdum it��e responupYRy ollhe Owne�Il�e GuneM1�ul�o eJ�Oenl o�t�e B IE p Oe q eq pe I�e IRC,Ine IBC mE
LNSIRPI L Fm qmOtl gulEancGleBVENg E<Apn Yeapan9EYNe�,faEntelion,W�Y���:�auBe,Cellve�y,erctllan,laleml re WuM mO M1�pontl bating,cmauY Ne IWetl etlNm o111ia
IRL,NeIBL,ANSVfPI1,NeBC9wmmvyNeel�,�nWO�BL51�BUiMNgCUnponatl5afelylnldmalpn��retla0khmn5BC/�tlwxx.NOMUW/.fam�nE�MrtlaleEintl�YYtionlnbm�aYOn ENGfNEER/NC.te
wnMea inme i�me aaa,ea me wsa aesynv w wss aeven meneu Pao aennm a:.anm+r mymee0 ir nor me euaane oesron>am�t�aame.
Jab Truss TrussType py Ply yhEp�wooatLegary
109Q38
81N1A13 GEOJ GA&E � � �
J bRf f ti II
PROBUILD, MOORESVtl1E,IN 1fi158 ]�]O�OG1�201]M?eklnEUCnu,lnc. MonJW2115'J9.10010� PageO
NOTES �D:IzFsmFWMqyfip72yN169gziXr2-782tloP10imVOp9NPWNpB/a?i3/tl5di3EJ2Aeyvoa?
9)This Iruss is tlesigneC in accordance vnth ihe 2006 lntematianal Resitlential CoCe seclions R502.11.1 anG R802.10 2 and mlerenced s�antlarE ANSI/TPI 1.
10)"SemfngiG pilchbreaks wilh fixeG heels'MemOer end fixily motlel was used in ihe analysis and design of ihis Iruss.
11)Graphical putlin re0asen�atian does nat tlepiq�he size or the orienlaiion of lhe putlln along ibe top end/or botlom chortl.
12)In ihe LOAO CASE(S)sectlon,loatls applied to�he/ace of ihe Uuss are noted as fmnt(F)or back(8).
�OAOCASE�S) StanOartl
1)Dead.Roof Live(belanced):Lumher Inuease=1.15,Plale Invease=1.15
Uniform LoaOS(pl�
VeM:1-5=60,24-50=90(F=30),2-23=20
Trapezoidel Loads(pl�
Vert:5=-fi4(F=-4}�o-49=78(F=4),48=108(F=-34)-to-49=112(F=,-34),49=H2(F=-34)-to-10=-96(F=-34),10=94(F=30)-to-50=90(F=30)
A WARNING M 1� pFIY �M'N C p M1Arin kEp 1 IPOBuJE51 E ET 1 M 4dw JP 0uds I NmryJ eg p tl E E N ant� Tmai
O gnp 'p ON OJR 1 wG tl� .03���bel .O IyMTek q pin! NWE xEl NtsW E 'pntl pl E rdtl.TN �rv C g W vmpi 6Wm �
�N�^ 1 W^ �Y I N CeuY^ 111� tn91e husa tomDd�n�E PdeE M1e .Tli Eeslqn uu qbns b�0 9 CN wnaNM' M f Vu- W M I Y VuliuY r Q
EuiG p 1� pcn Idlily W N OHM N Ox f �WMZeE ag rtl N BuAE q De Ig p �M!$IRPI 1 Le1 al tl M C g 1 o I�mv 'E Ou 1 E E N N m TE a
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AJJN- WpamaneNWNtlNAsladNyEntlngolNeorerallb tlu � �Ilmreapon bilMa���e��CNeOwneM1UM eE�B�MwIM1e9uYdngOeigner,perNeIRC,NeIBC�nE
AN51?P11. For qeney pWEVr�mg+rtling CvaiB^��cpvnvClNea,laEnulpn,QuaNy mnVtl,slonqa,Eelivay,eretlion,Wenl reNwq mE tiegantl Entlng.wnautl 11rc IAetl eElim olNe
iRC.u��iec..wsurv�i,u�ecs.�mm�rv.nw.,,�adacsi(a�aamcoma�wviWi�ro�.00�),.�,e,aertomsaumw.w.mow�my.rom.�e.m��m=amn.uam��m�,r� ENGlNEER/NG;�c
woaaee m ms pn.n�p.a.e��m.w.a ee.g�.,o,w:.aae��eme=�I.�aa amn�a u a cpemey mqmeep�.rvot me euuemq oesynv mme eupamy.
JOb TN56 TNSSTyp2 pfy Fly WeCgtwmE ILepary
IBSIIl39
01UtAE] GEO� GRBLE � �
J ER ( I 1 II
PRO&1RD, MOORESVILLE.IN�6158 I�30�OCd0pUMiTeklnEUtlnea,lnc. MonJi12115J5'1120N paBe1
ID�.IZFSmF4MAqyhp9rZyN16BgziXrZ-0K7?OL1e5ugiRJyb31u2gO6TT5RqGJtlu3bi5yvoa_
�Lp q 9_11:8 � ]&110?d�1:P
�-64 4H-B &11A i-6a
��5= Srale=1 6].0
9
a fo
� n
izoo is
fi ��
d 5 - (� »
� t& � T �1
1 11 3
3 6 0 1� ] 15
1 I
3.� II � �� p ]w II
3 I1 1 H et6
l
t �
d 1 8 10. . Id
]3 31 30 29 l0 ]) ]6 ]5 I� I] ]� 3f 10 19 1B
3R1 II 5M= ]v� II
14H.0
1411-0
Plate Ottsets(X V�(25:630 0.3-��
LOADING(psQ SPAGING 2-D-0 CSI �EPL in Qoc) Ytlefl Vtl PLATES GRIP
TCLL 20.0 Plaleslnuease 1.15 TC 0.16 Vert(LL) -0.00 17 Nr 180 MT20 1fi9H23
TCOL 70,0 Lum6erinaease 7.15 BC 0.08 Vert(Ty -0.01 17 n/r 12a .
BCLL 0.0 RepSVesslna Ves WB 0.76 Hoa(TL) 0.01 19 n/a n/a
BCDL 10.0 CoEe IRC2006/�PI2002 (Matriz) Weight:td81b FT=20%
LUM9ER BRACING
TOP CHORD 2s4 SPF Na2 TOP CHORD Strudural wood shealhing diredly applietl ar 6-60 oc putlins, ezcept
BOT CHORD 2x<SPF No.2 enE vertirals.
VvEBS 2x4 SPF-5 Stutl BOT CHORD SUUC2ural wooC sheattiing directly applieC or 6-0.0 oc breang.
OTHERS 2z4 SPF No2 WE85 1 Row at miApt 425,8-26,10�24
- REACTIONS All bearings 1&17-a.
(Ib)- MazHOa32=256(LC4)
� Mas lJplm All uplilt 700 Ib or less at joinl(s)78,2Q 27,28,29,3Q 24,23,22,21,20 ezcep132=135(LC Q,
31=138(LC fi),19=130(LC 7)
Maz Grav All reaclions 2501�or less�etjoint(s)32,78,26,27,28,29,30,37,24,23�,22,21,20,19
except 25=308(LC 7)
FORLES (�p)-Max.Comp./Max.Ten.-.All forces 250(Ib)or less except when shown.
TOP CHORD &9=312fi7,310=31/467
WE85 325=317/4
NOTES
1)UnGalanced root live loatls have been considered lor Nis Cesign.
2)NAnE:ASCE 7-D5;90mph;TWL=6.Opst BCOL=6.OpsY,�=2511;Ca�.II;Exp B;enclosed;MVJFRS(low-nse)gable end zone anJ GC
Exterior(2)zone;wnlilever leil enG nght expasetl,;enE vetlifal letl anC right exposed;C-C for members anC forces 8 MWFRS lor
readions shawn',Wmber DOL=1.60 plate gnp DOL=1.fi0
3) Truss designeE for winC IoaES in Ne plane ol ihe Vuss only. For sWds exposed ta wind(nortnal to ihe/ace),see StantlaM IntlusUy
Geble End�etails as applicable,or consuX qualMed bu0ding tlesigner as perANSI/TP11.
4)All plates ere 1.Sx4 MT20 unless ot�erwise intlifatetl.
5)Gable requires continuous tiottam rh6id beanng.
6)Truss to be lully sheaNeG/rom one lace ar securely braceC against laterel movemenl(i.e.Giagonal web). ,,,t��;��1 I;������
e)Th sltruse hesPbeen tlesignetl tor e/0.0 psf botlom fhartl live loetl nonconcurtenl wtth any other live loeds. ``�1,���QSEP}! ���i�,
9)ProviAe mechaniral conneclian(by others)of Vuss ta beanng plate capable af wMStending 100 Ib uplm et joinqs)18,26,27,28,29,30, �` �,e�, •���T�;��`c-FT%
2�.23,22.21.20 excepl Q1=1b)32=135.31=738.19=130. � �:.F� l�� �•(r� l
10)Thls truss is designed in accordance wdh ihe 2UU6 lnlemational Residmtial Code sections R502.11.1 and RB42.102 and referencetl t FE-1 1012220 '; —
s�andard ANSI/�PI 1. —
i t)"SemFrigitl pikhGreaks wdh fixeO heels"Member entllxily motlel was use7 in Ihe enalysis anE tlesign of ihis truss. = =
❑ • : t � C
LOADGASE(5) Stantlard i p'•t. STAT P ���Q�
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. c '
w ��� ` • `\`\�
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Job Tniss Truss Type �ty Ply Weegexaae t Legary
iesuz�o
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J b Reference(oo�ionall
PPOBUILD. MOORESVIl1E,IN�615B Nlp py1�401JMTekInEUYne�,NC MonJW]115:d5:13M11�Pape1
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�y5 - . Srale=1:596
6
1.5r1 II
ISa� II
5 �
1.5a1 II
� LSx� II
izoo i: � e
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L LSaa II
� 9
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LSx1 II 1.SF1 II 15x� II
t.5w II
� n�� I
n.a�
LOA�ING(ps� SPACING 2-40 �SI OEFL in (loc) Vtlell L/tl PLATES GRIP
TCLL 20.0 Plates lncrease 7.15 TC 0.06 Vert(LL) n/a - n/a 999 MT20 197/144
TCDL tOD Wmberinvease 1.75 BC 0.05 Vetl(TL) Na - Na 999
BCLL 0.0 Rep SUess Ina Yes WH 0.05 Horz(TL) 0.01 N n/a Na
BCDL 10.0 Code IRC200fi/rP12002 (Matriz) Weight:971b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHOR� Strudural wood shealhing direclly applied or b0.0 oc pudins.
BOT CHORD 2x<SPF Na2 BOT CHORD Strudural wootl sheathing Eireclly applied or 10.0.0 oc bracing.
VvEBS 2x4 SPF No.2 JOINTS 1 Brace at:lt(s):21,22,23
OTHERS 2x4 SPF No2
REACTIONS All bearings 17-4-7.
(ID)- MaxHaa7=791(LC4)
Max UplHl All upIi111001b or less atJoint(s)7,17,18,19,15,13 eccept 20=115(LC 6),12=115(LC 7)
� Maz Grav All reaciions 2501b or less at�oint(s)1,17,17,18,19,20,76,15,13,12
FORCES (Ib)-Max.Camp./Ma[.Ten.-All/orces 250(Ib)ar less ezcepl when shown.
NOTES
1)Unbalanced mof live loads have been considered farihis design.
2)YNnE:ASCE 7-05;90mph;TCOL=fi.OpsY,BCOL=6.Ops(h=25tl;Cat.II;Exp B;mcloseQ MWFRS(law-nse)gable enA zone end GC
Erterioq2)zone;rantilever IeM1 and dght exposed;end vertiral left and nght exposeQC-C for members anG lorces 8 M WFRS for
readions shown;Lumber DOL=1.60 plate gnp OOL=1.60
3) Truss designed far wind loatls in the plane o/the Uuss only. For sWds exposed 10 wind(nortnal to ihe face),see Stantlartl InCUSiry
Gahle EnC Oelails as appfirable,or wnsutt qualReC Euitling tlesigner as perAN51/TPI 1.
4)Gable mquires con�inuous botlom chord bearing.
5)Gable stuGS spacetl at 1-4-0 oc.
6)This truss has Ceen CesigneE lar a 10.0 psf bottom d�oN live load noncancurten�wil�any a��e�live loatls.
7)Provide mechanical canneclion(by others)of truss ta beanng plate wpable ot wdhstenEing t001b uplitt atjoint(s)1,17,18,19,15,13
except(jt=1b)Y�115.12=715.
8)This Wss is designed in accordance with the 20061nlemationel Resitlential Cotle sedions R502.11.1 entl RB02.10.2 antl relerencetl
' stantlerOAN51(fPl4.
9)"SemFngitl pilrhbreaks with flxetl heels'MemEer enE fiaNy madel was used in�he anelysis and design of Ihis Wss. `\,��ipUl I:1��1��('
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July 22,2014
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LOADING(psn SPACING 2-0.0 �51 �EFL in (lac) vaen UC PLATES GRIP
TCLL 20.0 Pla�es lnaease 1.15 TC U.75 Vetl(LL) n/a - n/a 999 MT20 197/144
TWL 10.0 Lumberinvease 1.15 BC 0.09 Vert(TL) n/a - n/a 999
BCLL O.0 Rep Sbess Inv Ves VvH 0 04 Hoa(TL) 0.00 5 n/a n/a
BCOL tUD Code IRC2006/TP12002 (MaUiz) Weight:281b FT=20%
LUMBER eRACING
TOP CHOR� 2x4 SPF No2 TOP CHORD Strudural woaG sheathing tlirectly applieG or 6-0.a oc putlins, excep!
80T CHORD 2x4SPF No2 enG verticals.
WEBS 2x4 SPF No2 BOT CHORD SUUGUraI wood sheathing tlirec�ly applied or 10.6�oc braung.
OTHERS 2x45PFNO.2
REAGTIONS (Ib/size) 1=125l7-U-1 (min.0-1-8),5=56/7-0.1 (mia 61-8),6=0f/-04 (min.O-i-B),7=330R-Od (min.0.1-B)
Maz Horz 1=129(LG 5)
Max llplif15=18(LC 5),fi=d(LC 2),7=83(LC fi)
Maz Grav1=125(LC 1),5=56(LC 1),7=330(LC 1)
FORCES (Ib)-Maz.Comp./Max.Ten.-All forces P50(IG)ar less e[cept when shown.
NOTES
1)VrSnA:ASCE 7-05;90mph;TCDL=6.Opsf 6CDL=6.Opst h=25fi;CaL II;Exp B;enclosed;MWFRS Qax-nse)gable entl zone antl C-C
Eztenor(2)zane;wntilever left antl right ezposetl;enG vertlwl lefl anE nght exposeQGC for members and fortes 8 MVVFRS lor
reactions shown;Lumber OOL=1�.60 plate grlp DOL=7�.6U
2) Truss tlesigneE tor wintl loatls in ihe plane af lhe Iruss anly. For stutls exposed lo winC(normal to�he tace),see Standard Indus�ry
GaGle Entl Delails as appliwbie,ar consuA qualRetl builEing Cesigner as pu ANSIRPI 1.
3)Gable requires continuous bottom tl�ortl bearing.
4)GaCle stutls spared at 11-0 oc.
5)This truss has been tlesignetl for a 10.0 psf botlom chaE live IoeG nonconwrtent with eny other live IoaES.
6)Provitle mechanlral connedion(by others)of Wss to beanng plate cepeble olwi�hstantling 1001b uplifl a�joint(s)5,fi,7.
7)This truss is designed in accardance wHh the 2006 International Residmtial Code sections R502.N.7 and R802.102 and referencetl
�slantlard ANSI/rPl 1.
B)'SemFngid pdditireaks wdh(ixed heels'Member enAlRily motlel was usetl in the analysis and Oesign of Ihis truss.
LOAD CASE�S) S�anCartl
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July 22,2014
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Job �Tmss Truss Type pry Pty weapa.00e ��egacy
1951Qa2
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JoER I I II
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LOAOING(ps� SPACING p-p_0 C51 DEFL in (lac) Vtlell VA PLATES GRIP
TCLI 20.0 Plateslnvease 1.15 TC 021 Vetl(LL) 001 it Nr 1B0 MT20 169/123
TCDL 10.0 Lumherinvease 1.15 BC 0.75 VeM(TL) 0.02 17 n/r 120
BCLL 0.0 Rep Stress Ina Ves WH 0.43 Horz(TL) 0.01 10 n/a n/a
BC�L 10.0 Code IRC2U06/TPI2002 (Matnx) Weight:961b FT=20%
LUMBER BRACING
TOP CHORO 2x4 SPF No2 TOP CHORD SVUClural vrood sheathing dimctly applied or 6-0.0 oc purlins.
BOT CHORD 2xd SPF No.2 BOT CHOR� Siruciurel vroaG sheat�ing tlirectly epplieA or 10.0.0 oc bracing.
OTHERS 2x45PF-SSWE'Excep�' VvEBS 1Raxa�midp� F15
G15:2x4 SPF No.2
REACTIONS All bearings 2G5-1a.
(Ib)- MazHOrz4=207(LCS)
Max Uplift All uplilt 1001b or less al joint(s)2,16,13 excepl 17=t 12(LC 6),12=712(LC 7)
Ma¢Grav All reaclions 2501G or less at jaint(s)2,10 except 15=27fi(LC 1),16=300�LC 10�,17=d36(LC i),
13=300(LC 71),12=436(LC 7)
FORCES (Ib)-Max.-0omp./Maz.Ten.-AO forces 250(16)or less except w�en shovm.
YYEBS 317=306/159,&12=306/158
NOTES
1)lJntialanced mol live loads have been conSiCered for ihis Eesign.
2)Wintl:ASCE 7-05;90mph;TCDL=6.Opst BCOL=6.OpsY,h=25tl;Cat.II;Exp B;mclosed;MWFRS(low-rise)gable end zone and GC
Eztenor(4)zonq canlilever letl and�ight expasetl;end vetlifal lett and nghl exposed;GC tor members end forces 8 MVJFRS br
reactions s�wm;Lumbu DOL=1.60 plate gnp DOL=1.60
3) Truss tlesigneC Iorwin0loatls in ihe plane o!Ihe Uuss only. Far sNds exposee to wintl(normal to Ne lace),see Slandard Intluslly
Gable EnC Oetails as applirable,ar consutl qualRed builtling designer as per ANSIRPI 1.
4)Gable requires mntinuous Eatlam chortl bearing.
5)Gable siuds speced at 40-a oc.
6)This truss hes tieen AesigneA for a 10.0 psf botlom rhorE live IoaE nonconcunent with eny other live loads.
7)Provide mechani�al connection(by others)of Wss lo beanng plate rapa6le ol wtlhstanding 1001b uplift at jaint(s)2,16,73 except
N=iti)i7=iiz.iz=ilz. � � ��t1SEPhl�r�� o,
8)This Wss is Cesignetl in acwrEance wM�he 20061ntemalional Resitlenlial Code sedians R502.11.1 antl RB02.1�2 anE relerenced ��O 4i
stantlarGANSI/�PI1. `��� l� O� ;�
9)"Semi-rigiC pitchbreaks wHh fixeG heels"Member entl(xHy motlel was usetl in ihe analysis antl Eesign ot lhis lruss. �. �C�_ �V�y7�y� -�"J, �
10)See StandarC Intlustry Piggyback Truss Connection Oelail for Canneclion to base truss es applicable,or cansutl qualmetl builtling � -Z :Q,E Fd:�� �
eesignec � �: PE-11012.20 ;9 —
LOADCASE�S) SlanCartl = � � � _
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July 22,2014
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LOAOIN�(ps� SPACING 2-0-0 C51 OEFL in (loc) Vtlell Vd PLATES GRIP
TCLL 20.0 Pla�eslnuease 1.15 TC a.29 Vetl(LL) 0.01 77 n/r 1B0 MT20 169A23
TCDL 70,0 Lumberinuease 1.15 BC 0.19 Vert(fL) 0.�3 71 Nr 120
BCLL OD Rep SVess Inu Ves VvH 025 Horz(TL) 0.01 70 n/a n/a
BCDL 10.0 CodeIRC2006/TPI2002 (Matnz) WeighC1031b FT=20%
LUNBER 9RAdNG
TOP CHORD 2x4 SPF No2 TOP CHORD Structural wootl sheathing directly applietl or 6-0.0 oc purlins. _
BOT CHOR� 2z4 SPF No2 BOT CHORD Siructural vrooG sheething tlirectly applieA or 10.0.0 oc bracing.
�OTHERS 2z45PF-SSWE'ExcepY VvEBS iROwatmidpt G15
G15:2x4 SPF No.2
REACTIONS qll bearings 28-1-12.
(Ib)- MazHOa2=220(LC4)
Max Uplitl All upliR 100 1b ar less ai joint(s)2,16,13 e[cept 17=127(LC 6),12=127(LC 7)
Max Carav Alfreactions 45016 or less at jaint(s)2,10 except 15=287(LC 1),1fi=273(LC 10),17=496(LC 7),
13=273(LC 17),12496(LC 1)
PORCES (Ib)-Max.Comp/Mex.Ten.-All forces 25a(Ib)or less ezcept when shovm.
WEBS 317=345/177.&12=345/777
NOTES
1)Unbalancetl roof live loatls have been considereE far Ihis design.
2)NAnE:ASCE 7-U5;90mph;TCDL=6.�psY,BWL=6.Opsl;h=2511;Cat.II;Esp B;encloseE;MWFRS(Ivw�rise)gaDle enC zone anG GC
Ezlenor(2)zone;can�ilever letl and nght ezposed;entl vetlical lefi anC nghl exposetl;C-C for members anC forces 8 MWFRS tor
reaciions shown;Lumber DOL=1.60 plate gnp OOL=1.60
3) Tvss Cesigned far wind loads in Ne plane ol lhe Wss only. For sWGS exposetl to winG(nwmel ro the face),see Standard Industry
Ga�le End Details es appliwble,or consutt qualMed�uilding designer as perAN51/TP11.
� 4)GeEle requires conlinuous bottom diord�bearing.
5)Gable studs spaced at 4-0-0 oc.
fi)This Wss�as bem Eesigned tor a 70.0 psf botlom Mord live IoaE nanfuncurten�wdh any ather live loatls.
�7)Pmvide mechanical conneciion(by othets)ot buss to beanng plato rapable ot wilhslentling t001b uplifi atjoint(s)2,ifi,�13 except
8)Thisbwss is aes gnee�in accoreance wM me 20o61mematianal tiesitlential Cade seaions R5o2.t 1.1 antl R8o2.102 aic reterencee �,�`'��GgEPH������a,
stantlarGANSIRPII. �,k y .� d� p�
9)"Semi-rigitl p0chbreaks with fxetl heels"Member entl fx�y moEel was useE in Ne anarysis enC tlesign of this Wss. �: �y'GiS7�,� +T��
ta)See StantlarA IndusVy Piggyback Truss Connedion Detail tor Connection to base Wss as applicable,or consutl qual�etl builAing � � �,� F�•�(n
� Q' r � 9%
eesigner. ' t PE-110i?220 z
LOAD CASE(5) Stantlard - = [ � _
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July 22,2014
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TCLL 20.0 Platesinuease 1.15 TC 0.05 Vetl(LL) 0.00 22 n/r 180 MT2U ifi9/123
TCDL 10.0 Lumber lnvease 7.15 BC 0.03 Vetl(TL) 0.00 23 Nr 120
BCLL 0.0 Rep Stress lncr Yes WH 0.13 HorzQL) 0.01 22 n/e n/a
BCDL 100 Cotle IRC2006RPI2002 (Matriz) Weight:1511b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Slructural wood shea�hing tliredly applietl or 6-0.0 oc pudins.
BOT CHORO 2z4 SPF No1 BOT CHORD SWdural vrootl sheat�ing tlirectly applied or 10.60 oc bracing.
OTHERS 2z4 SPF-S StuG'Except' VvE85 1 Row et midpt 12-32
12-32:2x1 SPF No.2
REACTIONS All bearings 2G5-14.
(Ib)- MaxHors2=208(LCS)
Max Uplm All uplitt 100 16 w less at joinl(s)2,33,34,35,36,37,3B,39,40,31,30,29,26,27,26,25,
24
Max Grav All reactions 250 Ib or less at joint(s)2,32,33,31,35,22,36,37,38,39,4U,31,30,29,29,27,
26,25,24
FORCES (Ib)-MaK.Camp./Max.Ten.-All lorces 250(Ib)or less ezcept when shown.
NOTES
1)UnOalanceE mof live laads have been considued lor Nis Cesign.
2)NAnd:ASCE 7-05;90mph;TCOL=6.Opst BCOL=6.Op5f;h=2511;Cat.II;Ezp B;enclosed;MWFRS(lov.•-nse)gable enG zane end GC
Esstenor(P)zone;rantilever lett anE dghl exposed;end veninl lelt antl rigM exposed;GC for memGers antl lorces 8 MWFRS for
readions shown;Lumber DOL=1.60 plate gnp�OL=1.60
3) Truss Uesigned for wintl loads in�he plane ol lhe truss only. Far sWCS ezposed to wind(normal to the face),see Stantlartl Industry
Gable End Details as appliwble,or consuR quali�etl builtling Gesigner es per ANSI/TPI 1.
I)All plales are 1.Sx4 MT20 unless otherwise indiratetl.
5)Gable requires continuous batlom rhord bearing.
6)GaGle sWtls spaceG at 1-4-0 oc.
7)Tl�is truss has Eeen CesigneE far e 10.0 psl bottam rhord live baG nonwncunenl wilh any olher live loatls.
8)PmviEe mechanical wnneclion(by others)of truss to beanng plate capable olwiNStanGing 1001b uplM at joint(s)2,33,%,35,36,37, �:W Itli
9)This truss is des g ed nBaccordance wdh ihe 20a6 Intemational Residenlial Cotle sedions R502.11.1 and R802.102 entl relerenced `�.+'`�,�pSEPHr��'��'`'�
standard ANSI/rPl 1. V\,sT�� �'}j.�!.�
y_`. ,;....
`� �} -..
1U)"SemLrigid p0�hbreeks with fixetl heels'Member entl�x�y maCel was usetl in lhe anatysis and design ol this truss_ . �L F�'�. � �
11)See Staneard IndusUy Piggyback Truss Connection Detail lor Connection to base Wss es applicable,or consuR qualfieG builaing � Q;' � � '•y �
; PE-11012220 ;
designer. —
LOADCASE(S� Standartl � �'�� STATE F ,•'�,� �
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July 22,2014
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LOAOING(ps� SPACING z-o-o C51 DEFL in (lac) uaen Vtl PLATES GRIP
TCLL 40.0 Platesinvease 1.15 TC 0.08 Vetl(LL) ODO 23 Nr 1BO MT20 169/123
TWL 70.0 Wmberinuease 7.75 BC U.O6 Vert(TL) 001 23 n/r 120
BCLL 0.0 RepS�asslnu Yes VvH a.t1 Horz(TL) 0.01 22 n/a n/a
BC�L 10.0 CoEe IRC2006/TPI2UO2 (Metriz) Weight:1671b FT=20°o
LUMBER BRACING
TOP CHOR� 2x0 SPF No2 TOP CHORD Struclural waod sheathing dimctly applietl or 6-0-0 oc pudins.
BOT CHORD 2x4 SPF No1 BOT CHORD SUUCtural wootl sheathing tlirectly applietl or 1 U-UO oc�racing.
OTHERS 2r4 SPF-S SWE'EMCepP VvE85 1 Row at mitlpl 12-33,71-34,13-32
12-33,N-34,1132:2x4 SPF No2
REACTIONS All bearings 28-1-72.
(Ib)- MaxHorz2=42�(LC4)
Max Uplifi All uplilt 10o 16 or less at joinl(s)2,34,35,36,37,38,39,t0,41,32,30,29,2B,27,26,25,
24
Max Grav All reactions 250 Ib or less al joln!(s)2,33,34,35,36,22,37,38,39,40,32,30,29,28,27,2fi,
25 ezcept 47=279(LC 10),24=278(LC 11)
FORCES (�b)-Maz.Comp./Max.Ten.-All torces 250 p0)or less except when shown.
NOTES
1)lJnbalanceC rool live loatls have been cansitlereC tor this tlesign.
2)NAnd:ASCE 7-05;9amph;TCDL=6.Opsl;BC�L=6.Opst h=45tt;CaL II;Ezp B;encloseQ MVUFRS(lax-rise)gable end zone and PC
E�nerior(2)zone;ran�ilever letl and nghl expased;end vertical lefi antl right exposeQC-C mr memhers antl forces 8 MWFRS(or
reacfions s�own;Lumber OOL=1.fi0 plale gnp DOL=1.60
3) Truss designed forwinG loatls in ihe plane of the Wss only: Fw sWtls eaposetl lo wintl(nortnal to Ihe face),see Slantlard Intlusvy
Gable Entl Oetails es applirable,or consuH quali(eC building Cesigner as per ANSI/�PI 1.
4)All pletes are 1.Ss4 MTIO unless oihervnse intli�'a�etl.
5)Gable requires wntinuous bottam Nard Gearinq.
6)Gable sWCS spacetl al 1-d-0 oc.
7)This Iruss has been tlesigned tor a/0.0 psl bollom fhwtl live loatl nonconcurtent wilh any ather live IoaCS.
B)Pmvitle meclianical conneciian(by ot�ers)at Wss ta beering plale rapable ofwilhstanding 1�O Ib upliX atjoint(s)2,3d,35,36,37,38, t�t���������41/�
. 9)This iruss is des gned neecw dance wBh the 2006 Inlemational ResiEenlial Cotle sedions R502.11.7 anC R802.102 antl referenceG `0���\t) S�P `'/� �
stantlard AN51?PI i. C� ��.�"G�SiE'•qO�-�A!%
10)'Semi-rigiC pilrhbreaks wit��xetl heels"MemOer enA�xHy motlel was usetl in the enalysis anC Aesign ol this tmss. -�. �. •��4 F�.���
77)See StanOerE IndusVy Piggyback Truss Connedion Detail tor Connection to base truss as epplicable,or wnsufl qualiled�building � Q:' � 9 ?
Gesigner. _ ; FE-11012220 � _
LOAD CASE�S� S�sntlare ' � � ��� ' =
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July 22,2014
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Plate Otlsets(X VJ_�2:0-0.00.0.4�,�io:asa o-�-o�
LOADMG(PsQ SPAqNCa z-aa �SI DEFL in (loc) vaen L/d PLATES GRIP
TCLL 2U.0 Plates Invease 1.15 TC 0.50 Vert(LL) -0.21 13-71 >999 3fi0 MT20 169/123
TCDL 10A Wmberin[rease 1.15 BC 075 VeN(TL) -0.54 13-14 >B1fi 24�
BCLL 0 o Rep Siress Inv Ves VvH 0.89 Horz(TL) 0.05 13 n/a n/a
BCOL �10D Cade IRC2006l�PI2002 (Matnz) VNntl(LL) 0.132�-22 >999 240 Weight:321 Ib FT=20%
LUMBER BRACING
TOP CHOR� 2x6 SPF No2 TOP CHORO Structural woaG shealhing tllrecty epplieE or G0.0 oc pudins. except
BOT CHORO 2z4 SPF No.2'ExcepP entl verticals,antl 2-0-0 oc pudins(6-0-0 max.):540.
18-21:2x4 SP No.1 BOT CHORD Structural wootl sheathing tlirectly appiieE or 1bo-0 oc bracing,
WEBS 2x4 SPF Na.2'Except' Encept:
&22,11-73,72-13:7x4 SPF-S Stutl 60-0 oc brecing:2-22,2�-T2.
VJEBS 1 Row at midpt 3-20,520,9-17,10.14,17d3,9-76,7-17
2 Raxs at 7/3 pts 620
REACTIONS (Ib/size) 2=331l0.70.12 (min.61-8),20=270510.3-8 (min.0.&3),73=1343/0-3-8 (mia 0.2-2)
Mas Hoa2=308�LC 5)
Mat UpIi112=153(LC 6),20=529(LC 5),73=102(LC 4)
Max Grav2=347(LC 10�,20=2705�LC 1),13=1369(LC 11)
FORCES (Ib)-Max.ComplMax.Ten.-All Porcxs 250(Ib)or.less except when shown.
TOP CHORD 2-3=146/250,3-A=218/492,/-5=-789A29,66=119/547,6-7=95fi/260,7-8=956@60,
8-9=956/260,&10=1124/273,10.17=12W/215
BOT CHORO t420=84/417,1849=84/477,17-18=-84/417,iG17=-051/N23,iS16=69/896,
1445=69/896,1114=12/465
V�EBS 322=140/335,&20=-6/SI375,520=751/215,620=1704/257,617=130/1018,
317=-337/57.11-13=d375A49.316=254/1 W,10.1fi=147/45I.747=426/168,
11-14=-76/553
NOTES
1)Un6alancetl mof live IoaOS have been cansitleretl far ihis tlesign.
2)1Mnd:ASCE 7-05;90mph;TCDL=6.Opsf;BCOL=6.OpsF,h=PStl;Cat.II;Exp B;encloseC;MVVFRS Qow-rise)gaGle end zone enA GC
Exterior(2)zone;wnfilever left antl nght ezposetl;enG vertiral left antl nght exposed;pomh 1e11 exposed;C-C lor members entl torces 8
MVVFRS tor.reatlions shown;Lumber DOL=1.fi0 plate gnp DOL=1.60 ,0�,�{��;����
4)This'�iuse has been�des gned I�e 10.p�sf�battom chortl live loa7 nonconcurtent wilh any other Ilve loatls. � �0�����j ��P '/��
� ..5)Pmvitle merhaniral canneClon(by oNers�bl Wss to Dearing pale wpable of wi��stanCing 1001D uplifi at joint(s)except(j1=1b)2=153, ���_ ���g7�^j.,��'l,�y
io=sze.i3=iaz. �2 F`�� F�i�9=,
6)This Wss Is tlesigned in accordance wM Ne 2W6lntemational Resitlential Cotle sedions R502.11.1 antl RB02.tU2 anC relerencetl ❑ ' PE-11012220 � —
s�anCartl ANSIRPI L —
7)"Semi-rigitl pNNbreaks wilh fizetl heels"Member entl(xtly moCel wes used in the analysis enE design af ihis Iruss. _ � � ❑
8)Grephical purlin representetian tloes nat tlepid Ihe size or Ne orientalion of the puAin along the�ap end/or botlom chard. -, ,Q? �
9)In the LOAD CASE(S)section,laads epplied ro Ihe face at the truss are noted as front(F)or Gack(6). STATE f Q' �
L�O'• 6�,F°�
LOAO CASE�S) StandaN �i � ^�• �
1)DeaC*Root Live(balanceG):Wmber Inuease=1.15,Plate Inuease=7.75 ���/t !�-�IV �������
�!I/l/illlitl� �
Caminuetl on page 2. July 22,2014
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Plete Of/sets{X Y): (2:0.10.0,0.1-0�,�5:64-U.P2-131,(70:Od-0 62-13 ,(13:0.8-0,0.0-8],�78:0.4-B,Edgef
LOADING(psn SPACING p�0 CSI DEFI {� (loc) VdeO UE PLATES GRIP
TCLL 2U.0 Plates Inaease 1.15 TC 0.56 Vert(l.L) -0.39 7617 >661 360 MT20 169/123
TCOL tOD Lumberinaease 1.15 BC O,fi6 Vetl(TL) -0.971577 >265 240
BCLL 0.0 RepSiresslnu Ves VJB O.W Horz(TL) 0.07 78 n/a n/a
BCDL 10.0 Code IRC2006lTPI2002 (Matnx) NhnG(LL) 0.0521-23 >999 240 Weight:3301b FT=20%
Ll1MBER BRACING
TOP CHORD 2x6 SPF No.2 TOP CHORO Strudural waotl shealhing Giredly applied ar 3-11-11 oc putlins,excepl
BOT CHORD 2x<SP 2400F 2.OE'ExcepC 2-0-0 oc purlins(6-0.0 maz.):5-10.
i6-77:2x4 SP Na.1,2622:2x4 SPF No2 BOT CHORD Struclural wooE s�eathing Eiredly applied or 10.D�oc Gracing.
WEBS 2z4 SPF No2'EecepC WEBS 1 Row et miEpt 9�17,521,6-21,1678,1048
&23,/245:2z1 SPF-S SWtl 2 Rows et 1/3 p�s 848
ftEACTIONS (Ib/s¢e) 2=7337/0.38 (mia 61-9),18=2939!o-&8 (min.0.2-9),13=657/0.3-8 (min.0-7-8)
Maz Horz2=256(LC 4)
Max UpIi11Y--B6(LC fi),18=-159(LC 5),13=188(LC 7)
Max Grav2=1fi24(LC 12),78=3109(LC 1Y),13=693�LC 11)
FORCES (Ib)-Max.Comp./Maz.Ten.-All to�ces 250(Ib)or kss excepl when shavm.
TOP CHOR� 2-3=2466/241,3-4=2730/193,4-24=1679/214,524=470W238,5-6=1247/Y6fi,
G7=1246/2fifi,7-8=1246/266,9-9=29/945,&10=-26/937,10.17=265/277,
1142=401230,12-13=595H89
BOT CHORD 2-23=240/2003,22-23=189/1399,21-22=1B9/1399,20-21=1<0/507,19-20=140I507,
18-19=440/507.13-7 5=0/397
WEBS 418=192/194,3-23=557/193.G21=541/217.8-27=764/7162.8-79=0/344,
048=2083/234,15-18=282/176,10.18=1200/92,10.75=-93R88,1b15=4d3/22d,
b23=0/577
NOTES
1)Unbalancetl root live IoaES have been consitlerea for this design.
2)NAntl:ASCE 7-D5;90mph;TC�L=fi.Opsl;BCDL=6.OpsY,h=25rt;Cat II,Exp B;enclosetl;MWFRS(low-nse)gable mE zone antl GC
Ezlerior(2)zone;cantilever lett antl nght ezposed;end vertiwl 1e11 antl nght exposeQGC/or members antl brces 8 MVVFRS for
reectionsshown;WmberDOL=1.fiUplategnpDOL=1.60 ��Pt��������/l/�
)This IWSS has beenrOesignetl brr�a 10.0 pstrbottom MorO live loatl noncancunent wdh eny other live loads_ ����e�``}aS�Pk ��'��Gi
i!
5)Provitle mechaniwl connedion(by oNers)of truss lo beatlng plate rapable atwiUistanding 10a Ib uplm atjoinqs)2 ezcept(jt=1b) :P,'C�, 'V�y f�� .�"J, �
18=759.13=188. j� �'r�,(C. P�:�9�
6)This truss is Eesignetl in accorEance wRh Ihe 200fi Intemational Residential Cotle sectlons R502.11.7 anC R802.102 antl referenceA - � pE-I 1072?2D '
standard ANSI/rPl 1. -
7)Load wse(s)12 has/have been modRetl.Builtling Cesigner must review loatls to veriry that they are coneci for the intentled use o(lhis - _
lruss. � a t � •
8)"Semi-rigitl pitchbreaks with Bxed�eels"Member end(xity model was used in Ne analysis antl tlesign of this lruss. r��•.ti STATP F � V'^
9)Grephical pudin representation does nat depid�he size or the onenta�ion of Ihe putlin along Ihe tap entl/or bottom Nortl. � O� • � :G `
10)In Ihe LOA�CASE�S)seclion,loads applieA lo the face ofihe Wss am notetl as Irant(F)or back(B). ���� fi • " ���J`
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CoMinued on page 2 Jllly 22,2014
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Plate Ottsets(X Vj_2'I .b0.0 0.o-0��[10:658,0.301,�13:0.0.0,0.61J��77:0.38,0.1-BI,j18:0.18,62-U�
LOA�ING(ps� SPACING Z-p.0 CSI OEFL in (loc) vaen L/d PLATES GRIP
TCLL 20.0 Plateslnaease L15 TC 0.51 Vert�LL) -0.1720-21 >999 360 MT20 1fi9/123
TCOL iQ� Lumberinaease 7.75 BC D.91 Vert(TL) -0.4920-27 >999 24a
BCLL 0.0 RepStresslnu NO WH 0.86 Horz(fL) 020 15 n/a Na
BCDL 10.0 CoCe IRC2006/rP12002 (Matnx) V�SnG(LL) 0,372224 >999 240 WeighC3401b FT=20%
LUMBER BRACING
TOP CHORD 2x6 SPF No1 TOP CHORO SWdural waotl s�eathing Eireclly applied or 3-8-11 oc putlins,ezcept
BOT CHOR� 2x4 SPF No2'Except' 2-0-0 oc poAins(45-73 maz.):5-10.
13-16:2z4 SP No.1 BOT CHORD SUUClural woaC sheat�ing tlirectly epplied or 5-8-15 oc bracing.
WEBS 2x4 SPP No2'ExcepP WEBS 7 Row et miEpt 522,622,6-P0,10.18,10-77,12-17,7245,
124,12-15:2x4 SPF-5 SWE 7-20,9-18,3-22
REACTIONS (Ib/s¢e) 2=21fi7/039 (mia 636),15=2833/0.&8 (min.0.}5)
Maz Horz2=248(LC 5)
Max Uplift2=-603(LC 5),15=672(LC 7)
FORCES (10)-Max.Comp./Maz.Ten.-All lorces 2F.o Qb)or less occept wlien s�own.
TOP CHORD 23=3312/1391,3-4=P52/1187,4-5=-2fi10H234,5�6=-2218/1101,67=2546/1246,
7-8=2546/1246,&9=254fi/1246,&70=Y756/1077,10.11=164&830,7142=7005q79,
12-25=185/606,13-25=215/482
BOT CHORD &24=1036R648,23-24=-1034/2648,22-23=1034/2648,21-22=-984@559,
20.21=-984/P559,19-20=825/2155,1849=825/2155,1748=497A357,13-75=397/263
WEBS 12<=132(l39,522=538/7079,G22=P8287,&20=309/720,1U48=-609/7459,
10-17=-776/198.12-17=-642/7750.12-15=2652H060.6-21=-96/252,7-20=-434/171,
&18=-1081/439,322=-570/340
NOTES
1)llnEalanced roof live IoaGS have Oeen consitlereC for lhis design.
2)YNnd:ASCE 7-05;90mph;TC�L=6.Opsl;BCOL=6.Opst,h=251t;CaL II;Esp B;enGoseC;MVYFRS pow-rise)gable entl zone antl GC
Ezlerior(2)zane;cantilever left anE nght ezpose0;entl vertiral lefl and nght exposeq porrh nghl ezposeQGC/or memCers ana brces �
8 MVVFRS for reactions shown;Lumber DOL=7.fiU plale grip DOL=1.fi0
3)ProviCe atlequate drainage ta prevent water ponding. ,,��;�ip�p�r�
4)This Wss has bem CesigneA lor a 10.0 psf bottom d�ord live load noncancunent wflh any o�her live loatls. *�P' �EP /p�
5)Provide mechanic�al connedion(by others)a/truss to beanng pla�e wpable af withstantling 100 Ib uplifi et joinqs)except Qt=1E}2=603, ,��� a� , H O�.��i��
i5=sn. .��. '�ytS7E;? •`�`A%
6)This iruss is designed in acrnrdanw wdh 0e 2UU61n�emational Resitlential CoEe seAions R502.N.1 anA R802.102 and referenceG �-� }�,� FQ•�(n�
s�andarEANSI/rPl1. � �' PE-1101222D ' v '
7)"Semi-rigid pitchbreaks wilh fixed heels"Member enA fxily motlel was usetl in the analysis and design o(this truss. —
8)Graphical pudin representation does not depid the size orthe onmtation ofNe putlin along Ne top antl/or botlam fhortl. = � � j
9)Hanger(s)or o�her mnnection Eevice(s)shall be proviCetl sumuent ta suppoN concenVatetl loatl(s)401b Eown antl 17 Ib up at SG1-0 ' � ? �� % �
on lop chard. The design/selection of such ronnectian Cevire(s)is ihe responsibilky of olhers. ' '� ` STA OF Q' "
LOAD GASEI5) Slantlard �'��p��E` � .��yp�`����`
1)Regula[Lumber Intieese=1.15,Plate Invease=1./5 �� j?�
//IIII�ItPI •
Continuetl on page 2 July 22,2014
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LOAOING(ps� SPACING 2-0-U C51 DEFL in (lac) uaen UG PLATES GRIP
TCLL 20A Piateslnvease iJ5 TC 039 Vetl(LL) -0.1724-26 >999 360 MT20 769H23
TCDL 10.� WmbeAnuease 1.15 BC 09U Vert(TL) -O.4B 24-26 >999 240
BCLL 0.0 Rep Stress Inv NO VvH 0.94 Horz(Ty 023 17 n/a n/a
BCOL 10.0 Code IRC20D6/TP12002 (Matnz) Nhntl(LL) 0.3U 27-29 >999 24� Weight:369 Ib FT=20%
LUMBER 9RACING
TOP CHORD 2xfi SPF No,2 TOP CHORD SVUCYUraI vrood sheathing direclly apPlieC or 3-8-13 oc purlins,except
80T CHORD 2x4 SPF No2'ExcepP 2-D-0 oc putlins(4-574 mac.):5-11.
15-iB:2x4 SP Pq00F 2.OE BOT CHORD Struclural wood shealhing tlirectly applie0 or 5-&0 oc bradng.
WEBS 2x4 SPF No.YErcept' VvEBS 1 Rvw at mitlpt 10-22,13�18,3�27,627,6-27,G24,11-21,
3-29.1749.1449,14-17:2x4 5PF-S Stud N-20.7-P4.9-23.&21 �
REACTIONS (Ib/sae) 2=2147/0-3-9 (min.63-6),17=30P4/0.3-8 (min.b2-B)
Mex Horz2=254(LC 5) �
Max Uplifi2=59B(LC 5),17=129(LC 7)
FORCES Qb)-Max.Comp./Maz.Ten.-All torces 250(Ib)or less ezcept when shown.
TOPCHORD 2-3=3287/1380,34=2728/1176,4-5=2585H223,66=2797H091,67=2509/7P29,
7-8=2509/1229,8-9=2509/1229.9-10=1960/974.10.11=1961/W4,11-72=1743/850,
1&13=-1861/812,14-30=216/555,iS3U=7B1/3fifi
BOT CHORD 2-29=10332629,2&29=1033/262Q.27QB=1033/2629,26-27=978/2529,
25-26=-97B2529.2425=9782529.23-24=807/2101.20.27=-530/1437,15.17=299/193
WE9S i}�g=-Zp80/930,3-29=132/339,&27=570/340,547=531/1005,G27=761/273,
21-23=-842/2192,71-21=-567/7394.11-20=-674/195.13-40=67011733.77-19=2335/994,
1449=504/1491,1417=1570/585,9-24=322057,G26=95/250,7-I6=450/1 B2,
9-23=564/217.9-21=d74/2fi 1
NOTES
1)Unbalanced roof�ive loads have been cansiEeretl br Nis Eesign.
2)VNnd:ASCE 7-U5;90mph;TCOL=fi.Ups(;BC�L=6.Ops1;h=25n;Cat.II;EKp B;encloseE;MWFRS(low-nse)geble end zone anA C-C
� Ezlenor(2)zone;wnlilever left and ngh(exposetl;entl vertifal lefi entl rig�t exposed;po¢h rigM exposed;GC tor members and forces
BMVVFRS/orreadionsshown;LUmEerDOL=1.60plategnpDOL=1.60 1`_��;����;�� �
3)ProviCeetlequeteCrainagetoprevemwaterponding, ti��� SEP ��/
1�
i
4)This Wss has�een EesigneE for e 10.0 pst bottom�orU live laad nonrnncunent with any other live loatls. `J� J� . H ��.��i�
5)PmviEe mecheniral conneRion(by others)af Wss to�eanng plate fapaGle olwithstantling 1001b upliR at joint(s)excepl Qt=1b)2=598, �� �,�. 'G�$T�a� +T��r
17=729. � � i�.,� F�•.�(t�
6)This truss is designed in accorCance with the 2�O61nlemalional ResiEentiel Cotle sections R502.11.1 antl RB02.702 and referencetl � �:� 'p �
slantlarGAN51RP11. � ; PE-11012220 j —
7)"SemFngitl pitchbreaks vnth(xeE�eels"Member mtl(vity moCel was used in Ihe analysis and tlesign of Nis Uuss. — � ? ❑
8)Grephical pudin representalion dces nol depict the sae ar the orien�ation of the purlin along�he top anG/or bottom Nortl. — � � �� % �
9 Han er s ar other wnneclion device s shall be mvitled suMcien��o su otl concenlratetl loatl s 220 Ib down antl 96 Ib u at 561-0 � � .�. �
) 9 ( 1 ( 1 P PP O p v 9 STAT F ' �? s
on lop chortl. The design/selection af such wnneclion Eevice(s)is ihe responsibilriy of aNers. � O '• _2r4`�.
10)In the LOAD CASE(S)seclion,loatls applied to�he lace ot Ihe truss are noteG es front(F)or back(B). ���r�"� � ''. ' \\��J\
LOADCASE(5) Slantlartl ��/pp�pipl��
Cantinuetl on page 2 J Wy 22,2014
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Job Truss Tiuss Type ON Ply Weeqc.�noa i Le9ecy
IeSt�z�9
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Job Relvrnrc IooYonall
PROBOILD, MOORESVILLE,IN�IG15B i�]O�Otl1130llMReklnC pnes,lnc MonJW]115]Stl9NN� Page3
ID:IZFsmFWMqyhp72yN16BgziXcZ-Mtb1 h4B10Mgk0%Z]X_tw?ZSZWCPih217B?OZdyvoZs
LOADCASE�S) StenderC
1)Regulac Lumber Inpease=1.15,Plate Inmeese=1.15
lJnilortn LoaCS(pl�
Vetl:7-5=fi0.5-11=-64(F=4),7 bi 6=fi0.&22=20.1521=20.15/8=20
Concentratetl Loetls(Ib)
Vert:'30=220
Q WAflNING R N �'uplity ' NtY Y f Adnwl EpvunX IRa9utlE51 L NT I M uf d WPaC tlf M VmfyE g p� tl �nE2eEnaleaonlli T ss
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iac,ine iec,nrusurai i,m�ecsi wmm.�y.n.�i.,�ao�ecsi femiame cw�o����sa���y mra,m.w��..an.eie o-am secn m w.w;mr.neunry.ron ena.m�eia�ea inn�nmm��i�m�nauo� ENG/NE£RIN('i ur.
wpµce in Ne�oeNe p.Gage.ine wu aagnv wwss eeve���en�a lalao Eefinee as.apewYy myneer)i+NOT Nv euiJng oaalgna dlne Wieing.
Job Truss Tm55Type Ory Ply VJetlgcwaaelLegary
IB51�154
B1NIT10] Tp5 COMMONTRU55 5 1
J bRe( 1 f II
PROBUILD, MOORESVILLE.IN�6158 2�30�Oq11t01JMReklnEUSlne� Inc MonJW3115:]Stle2(It� Pegel
IO1zFSmFWMqyhp?rZyNI68gziXCZ-M161 MBtDMBkOXZ7%_1w?ZS2KtyxinP178?OZdym2s
-I���ae � �tie-�tsae ��v]:�sR�iv
i-o-a az-a sso sso ��z-a t-o-a
�y5 = Scale=1:656
1].00 12
1�6�/ Ia6\�
� 5
a.� II p �- 9 � 3.� II
ZZ 6
� � _ ]
d � �d
10 B e
�te SK1} = 3rB =
sn-a iaii-o
sne ' an-e
Plate OHSets�X V)_�9:0.60,0.10J
LOAOING(p5Q SPAGING 2A-0 C51 OEFL {� (loc) Utlefl UO PLATES GRIP
TCLL 10.0 Plaleslnaease 1.15 TC OdY Vetl(LL) -OJB B-9 >999 360 MT20 1691123
TWL 10.0 LumbeNnrrease 1.75 BC 0.48 Vetl(Ty -0.46 &9 �512 NO
BCLL 0.o RepSUessina Ves WH 0.54 Horz(TL) 0.02 8 n/a Na
BCDL 10.0 Code IRC2006/rP12UO2 (Malrix) NAnO(Ly �.01 9 >999 240 Wei8hC971b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No.2 TOP CHORD Structural waod shea�hing Jimctly applietl or 6-0-0 oc putlins, ezcept
BOT CHORD 2z4 SPF No2 end verticals.
VJEBS 2x4 SPF-S SWd'ExcepP BOT CHORD SVUCtural wooA sheathing directly appliea or 10.0.0 oc Wadng.
F9:2x4 SPF No.2
REAGTIONS (Ib/size) t0=954/0-38 (mia 0.1-8�,8=85410.38 (min.0.1-8)
Max Hors 10=256(LC 5)
Max UpIitl10=55(LC 6),8=55(LC 7)
FORCES (IC�-Max.Comp./Maz.Ten.-Alltorce5250Qb)orlessexceplwhens�own.
TOP CHORD 2-3=337/4"!,3-4=683/151,4-5=683H57,&fi=337/17.2-10=-378/81,68=-328/81
BOTCHORD &10=99/534,8-9=0/534
VvEBS 4-9=86/518,3-70=577!/5,68=577l75
NOTES
i)Un6alanced raof live IoaGS have been consitleretl for Ihis design.
2)Nhntl:ASCE 7-05;90mph;TCDL=6.OpsY,BCDL=6.Opsl;�=25M;Cat.II;Exp B;enclosed;MWFRS(low-rise)gaGle enG zone anC GC
Ezlenor(2)ione;wntilever left antl nght ezposeC;entl vetliwl letl antl tlghl exposed;GC for members ana farces 8 MN/FRS for
readions shown;Lumber DOL=7.60 plate gnp DOL=1.60
3)This Wss hes been EesigneE for a 10,0 psl botlam rhord live laatl nanconwrtent wit�any other live loads.
4)Provide mechanicel connection(by oNers)ollruss to bearing plate rapaEle olwi�hs�anJing 1001b uplifl ai join�(s)10,B.
5)This Imss is tlesignetl in acwrCance with lhe 2006 Intemational Residential Code sedions R5�2_11.1 and R802.10 2 antl referenceJ
slentlar0 ANSI/TPI 1.
6)'Semi-ngid pdchbreaks wilh fizeG heels"MemGer entl ficM moCel was useC in Ne enalysis anA Aesign ot Nis buss.
LOAD CASE S Stantlartl
`4�>���pSEPH lrQ�����'i
F �l
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July 22,2014
A wuir+wc p m yny N u �cua r nu,�o.n oe M tP.ae aasWa ar � u rw wa�e m � .v.nrya c v � a e a m �ws.Nss
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AEOi4orel pumeneN WiCing petilily Waring ol Ne ow�ell W�pure 6 Ne rtsponvEiYy ol Ne O�n ,Ne Qrnela MM1Or¢eE apenl w V�c BuiEUp De Iqner,per tl�e IRC Ne IBC anE
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Job Truss TrussType ply Ply VJeCqvwooE 1 Legery
I851R51
BI��1T/9 IDSA �OMMONTRl155 � �
b R f Lo tional
PR00lIR➢, MOORESVILLE,IN�615! i�30Oq1�3013MTekInEUAtlea,IncMUnJW311535441(M� Peget
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d-2-8 I M111:8 � 1s&B �i�7.t:a�
42-8 S&0 S90 /-2�8
�iy- Srale=Yb5 6
]
1200 13
�a6�/ 4r.6��
3 �
2x1 II
3�� II � -B � 1 5
� - _ �d
d � 6.Y� Id
B 1 6
3zB— 5x13 = 3'B —
311-8 1&tY0
3H-B 41UB
Plete Onsets L YL�79=6-0,6&01
LOADING(ps� SPAdNG 2-0-0 C51 DEFL in Qoc) im�n Lltl PLATES GRIP
TCLL 20.0 Plates Inuease 1.15 TC UA2 Vert(LL) -0.18 7-8 >999 360 MT20 169/123
TCDL 1D.0 Lumberinvease 1.15 BC 0.49 Verl(TL) -046 G7 >512 240
BCLL 0.0 Rep Stress Inv Ves VvH 0.51 Hors(R) 0.02 6 n/a n/e
BCOL 10.0 Catle IRC2006/TPI2002 (Matnx) NAnd(LL) 0.02 7 >999 240 Weigh1:931b FT=20%
LUMBER BRAqNG
TOP CHORD 2x4 SPF No2 TOP CHORO Simclural vrooE shealhing tlirectly applied or 6-0.0 oc pudins, except
BOT CHORD 2x4 SPF No2 entl verticals.
Y4E85 2x4 SPF-S Stutl'Exfepl' BOT CHORD SUUdural wootl sheelhing Gireclly applieE or 10.0.0 oc bracing.
17:2�4 SPF No2
REACTIONS (Ib/s¢e) B=7B5/63-8 (min.0.7-8),6=785/0.3-8 (min.0.1-8)
Maa Horz 8=252(LC 5)
Maz UpIi1�8=25(LC 7),6=25(LC 6)
FORCES (Ib)-Max.Comp./Maz.Ten.-All iorces 250 Qb)or less ezcepl when shovm.
TOP CHORD 1-2=338/35,2-3=-689/154,3-4=689/154,45=339/35,1-8=258/33,5-6=-250/33
BOT CHORD 7-8=112/544,&7=1WSdM1
VvEBS b7=90/521,2-8=577/90,4-fi=577/90
NOTES
1)Un6alanced mo/live laads have been considuetl forl�is tlesign.
2)NAntl:ASCE 7-05;90mp�;TCOL=6.Opst BWL=6 Opsf;h=251t;Cai.II;Exp B;encloseQ MWFRS(law-nse)gable end zone and C-C
Extenoq2)zone;rantilever lett and nght exposed;entl vetlical letl antl righf exposeG;GC for members and/orces 8 MWFRS tor
readions shown;LumCer DOL=1.60 plate gnp OOL=1.60
3)This Wss has been desiqne�ror a 10.0 psi bonam tliord live IaaJ nonwncunent wilh any oNer live loatls.
d)Proviee mechanical connection(�y others)of Imss lo beanng plaie wpaGle of wilhsianding 1001b upliM1 a�jain�(s)e,fi.
5)This truss is designed in accordance with ihe 20�6 Intemational Resitlwtial Cotle sedions R502.11.1 end R9a2.10.2 end referenced
s�antlartl ANSI/TPI 1�.
6)"Semi-rigid pilrhbreaks wilhlxed heels"Mem�er end firity moCel was used in ihe enalysis an0 tlesign ot ihis truss.
LOAD CASE�S� Standartl
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July 22,2014
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LOADING(psQ SPACW6 z.p-p C51 DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plates Inuease 1.15 TC a 97 Vert(LL) -U33 17-19 >775 360 MT20 169/123
TCOL 10.0 Lumber Innease 1.15 BC 09U Vetl(TL) -0.83 1749 >30B 240
BCLL 0.0 Rep S4ess Inv NO VvH 0.95 Horz(TL) 0.12 20 n/a nla
� BCOL 1a.0 Catle IRC20a6/TPI2002 (Metnx) NAnE(LL) 0.07 2fi >999 240 Weigh�:351 @ FT=20%
Ll1MBER BRACING
TOP CHORD 2x6 SPF No2 TOP CHORD Siructurel vroaA sheathing directly applied or 5-2-13 oc putlins,except
BOT CHOR� 2x4 SPF Nn2•ExcepP 2-0.0 ac pudins(SB-3 max.):612.
20-23:2x4 SP 2400F 2.OE BOT CMORO RigiG ceiling tlirectly epplieG or 10.0.0 oc bracing, Excep�:
VvEBS 2x4 SPF Na.TExcep�' EO-0 oc bracing:2748,20-21,7&17.
330,25-28,6-25,8-25,27-24,10-24,74-17:2x4SPFS5tutl 1RowatmiEpt 11-40
VvE85 1 Row at rttitlpt 7.27,8-22.5-28.6-28.17-20.72-20
2 Rv.vs at 1/3 p�s 1 U-20
REACTIONS (IG/size) 2=7211/0-18 (min.0.1-15),20=3155/0-3-8 (min.0-2-11),15=4fi9/U-3-8 (min.61-8)
Max Horz2=25fi(LC 7) �
Max UpIif12=95(LC 9),20=206(LC 8),15=743(LC 10)
MaM Grav2=1231(LC 15),20=3251(LC/6),15=659(LC 17)
FORGES (Ib)-Max.Comp/Max.Ten:-All iomes 250(Ib)ar less ezcepl when shown.
TOP CHORD 2-31=4 7 8 912 2 4,3-31=162525Q 3-4=d451/20fi,4-5=4324/25U,5-32=953280,
632=952/280,F7=991256,7-33=998256,8-33=998/256,8-9=475/P35,
9-34=t75/235,10.34=475/235,10.35=7d711267,it-35=142//267,17-36=741/1270,
12-3fi-141/1270,12-13=340/450,1&14=405l372,7437=437/399,3738=176/3fi2,
15-38=644/334
BOT CHORD 2-30=196/7434,29-30=738/979,2&29=738/979,2425=9P/4B1,11-2a=6�3/195,
15-17=274/4fi2
VvEBS e-24=B44/121,3-30=570/198,5-30=0/549,&28=367/3B,G28=9/0/Pfi6,
2628�Y00/1518,8-25=104/982,1624=156/1088,1620=2015/248,17-20=617H42,
72-2U=4395/59.12-17=-71/926.14-17=590/225
NOTES
1)Unbalancetl rool live loatls have been consiAereC forihis design. ��,�i��;��
2).lMnd:ASCE 7-05;90mph;TCDL=6.OpsY,BC�L=6.Opsf;h=16fl;Cat.II;Exp B;enclosetl;MWFRS(low-nse)gable entl zone and C-C *��tt�'�EP r�b/�
�Ez�erior(2)zone;PC lor.members and torces 8 MVVFRS br readions shown;Lumber DOL=1.60 plate grip DOL=1.60 `�4� J , O ��
� 3)TCLL:ASCE 7-05;Pr-20.0 psf(rool live IoaO:Wmber DOL=1.15 Plate DOL=1.75);Pg=2o.0 psf(ground snow);Pf=18.9 psl(Ilat roof � �;:G�gTF�ti�^�'T�%'
snow:LumCer DOL=1.00 Plate OOL=7.OD);Category II;E[p B;Fully EKp.;Ct=1.i,Lu=50-0.0 Rein surcharge applietl to ell expasetl ` Q: �,� F�':(n9 �
wrleces wM slopes less ihan 0.500/12 in accartlance with IBC 1608.3.4. _ , p� ����2�20 , �
4)llnbalancetl snow loetls have been cansitlered for this design. - -
5)This iruss has been designed far greater of min mof live load o(12.0 psf or 2UO limes llal roo!IoaG af 13.9 ps(an oveihangs = _
non-conwnenl wiN othu live IoeCS. � � � % �
fi)Provitle aGequate Erainage to prevem water pontling. � 9"c ST E OF ;�?
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iy p� ��
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Continuetl on page 2 July 22,2014
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NOTES
7)n/a
9)This truss has been Gesigned foca 10.0 psf bottam cho�d live loatl nonconcunenl with any other live loads.
9)Provitle mechanical connedion(by olhers)o(iruss to beanng plate capable olwithstantling 1U010 upli�l a�joint(s)2 except Qt=1b)20=20fi,15=243.
10)This truss is tlesigned in accarAance with lhe 20061nlemalional Residential�Code sections RSU2A1.1 end R8�2AQ2 snA reterencetl standard ANSIiTP�1_
71)"Semi-rigitl pitrhhreaks induding heels"Member entl(xtty madel was usetl in Ihe anatysis antl Eesign o/�M1is Wss.
12)Graphical potlin represent2tion Eoes nol tlepict the size orihe onentation of ihe putlin along ihe top�ana/or botlom chord.
LOAD GASE(S) Standar0
1)�eatl+ROOf Live(balanced):Lumber Inaease=1:75,Plate Increase=1.15
UnROrtn Loads(pip
Vert:b5=fi0,542—fi0,12-16=-6q 2-26=-20,2425=20,20.23=20,1549=20
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TCLL 20.0 Plateslnrsease id5 TC 0.36 Vetl(Ly n/a - n/a 999 MT20 169/123
TC�L 10.0 Wmberinaease 1�.15 BC 0./1 Vert(TL) n/a - n/a 999
� BCLL 0.0 RepStresslna Yes WH 006 Horz(TL) 00� 3 n/a n/a
BC�L 70.� Cotle IRC200fi/rP12002 (MaUix) WeighL241b FT=20%
� LUMHER BRACING
TOP GHORD 2x4 SPF-S Stutl TOP CHORO Sirudural wootl sheathing tlireclly applied or 6-0-0 oc pudins.
BOT CHORD 2x4 SPF No 2 BOT CHORD SUUCtural wood sheathing directly applietl or i�-PO oc Eracing.
OTHERS 2x4 SPF-S S�ud
REACTIONS (Ib/sae) 7=108/8-6-0 (mia 04-8),3=788/8-6-0 (min:0-t-9),4=247/8-60 (min.0-1-8)
Max Hoa/=91(LC 4)
Max lJplm1=29(LC 7),3=29(LC 7)
FORGES (Ib)-Max.Comp./Max.Ten.-All Porces 250(Ib)or less except when shovm.
NOTES
1)Unbalanced mof live loatls have been consideretl for ihis design.
'2)VNntl:ASCE 7-a5;90mph;TCOL=6.OpsY,BCOL=6.Ops1;h=25H;Ca�.II;Exp B;encloseQ MWFRS Qow-rise)gable end zone antl GC
Eatenor(2)zone;rantilever left entl right ezposed,;entl vetlical letl and nghl exposed;GG for members and forces 8 MWFRS for
readions shovm;Lumber DOL=7.60 plate grip�OL=1.60
3)Ga6ie requires continuous botlom chorE bearing.
4)This wss has been designea lor a 10.0 psf bottom chord live load nonconcunent wdh any other live loads.
5)Provide mechaniral conneclion(by others)of truss to beanng plate capable of witFstanding 1001b uplifl atjoinqs)�1,3.
6)This Wss is designetl in accortlance wdh the 200fi Inlemational Residential Code sedions R502.11.Lantl R802.10 2 and referencea
stantlartl AN51/TPI 1.
7)"SemirigiC pdchbreaksw@h fizetl heels"Member entl(ixtly model was useA in the analysis and tlesign of�his iruss.
LOAD CASE�S) Slandard
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July 22,2014
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TCLL 20A �Plateslnaease 1.15 TC 0.16 Vert(LL) nla - n/a 999 MT20 1fi9/723
TWL 10.0 Lumbeilncaease 7.15 BC 039 Vert(TL) n/a - n/a 999
BCLL 0.0 RepSUesslnff Ves W8 0.00 F{oa(TL) 0�0 3 Na Na
BC�L 10a CodeIRC2006/I'PI2002 (Matrix) WeighC731b FT=20%
� LUMBER BRACING
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BOT CHOR� 2x4 SPF-5 SWA BOT CHORD Simcturalwootl sheathing diredly applied or 10.Ua oc bracing.
, REACTIONS (Ib/size) 1=205/510.0 (mia o-1-8),3=205/&1P� (min.0.1-8)
Max Horz i=-60(LC 4)
Maz Uplitl7=6(LC 7),3=-6(LC 7)
FORCES (Ib)-Max.Comp/Maz.Ten.-All/orces 25�Qb)or less except when shovm.
NOTES
7)UnbalanceA root live loatls�ave been consiaeretl for ihis tlesign.
2)NAnE:ASCE 7-05;90mph;TCDL=6.Opst BC�L=6.Opsf;h=25fl;CaL II;.Ezp B;enclosed;MWFRS(low-nse)gable end zone antl GC
Extenor(2)zone;canlileverJeft and nghl exposeC;end vertiwl left and right exposeG;GC for members and forres 8 MWFRS for
reactions shown;LumGer DOL=7.6U pla�e gnp DOL=1.60
3)Gabie 2quires continuous botlom chortl bearing:
4)This Wss has heen tlesigned for a 10.0 psf buttom cho�d live IoaC nonconcurtent wdh any other live loads.
5)Pmvide mechanical connection(by others)ol iruss to beanng plate capable of withstanding 1001b upliX atjoint(s)7,3.
6)This buss is tlesignetl in accnrEance with ihe 20061ntemational Residential Code sections R502.11.1 and R802.10.2 and referenced
stantlard ANSI/TPI i.
7)"SemLrigid pdchbieaks wRh fxed heels"Member endlx�y model was useE in Ihe analysis antl design of�his Wss.
LOAD CASE(5) Stendard
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LOADING(psQ SPAqNG p_0-0 CSI DEFL in Qoc) I/tlefl Lltl �PLATES GRIP
TCLL 20.0 Plateslnuease 1.15 TC 0.04 Vert(LL) n/a - n/a 999 MT20 169A23
TCOL 10A Wmberinuease. �1,15 BC 0.09 Vert(TL) n/a -� n/a 999
BCLL 0.0 Rep SUess Inv Ves WB 0.00 Norz(Ty 0.00 3 n/a n/a
BCDL 70.0 CodeIRC2006R'P@002 (Matriz) Weighf7lb FT=20%
LUMBER BRACING
TOP CHORO 2x4 SPFS Stutl 70P CHORO Strudurel wood sheathing directty applietl or 3-2-0 oc pwlins.
BOT CHORD 2v4 SPFS Stud BOT CHORD Structural wootl sheathing EireMly applied or 10-0-0 oc bracing.
REACTIONS (Ib/size) 1=98/3-2A (min.0.7-8),3=98/3-1-0 (min.0.7-8)
Max Hoa 7=-29(LC 4)
Max UpIM7=-3(LC 7),3=3(LC 6)
FORCES (Ib)-Max:Comp/Max.Ten.-All brces 250(Ib)or less ezcept when shown:
NOTES
1)Unbalancetl mof live loads have been consieered lor�his design.
2)Wind:ASCE7-O5;90mph;TWL=6.Opst BCDL=fi.Ops�;h=25ft;Cat.II;Exp B;encloseE;MWFRS(low-nse)�ga61e entl zone antl GC
Extedor(2)zone;canlilever lett antl nght ezposeG;entl venical left and nghl exposed;GC for members and forces 8 MVuFRS lor
reactions shown;Lumber�OL=7.6a pla�e gnp DOL=1.60
3)Gable requires wn�inuous botlom rhortl bearing.
4)This truss has been designed for a 70Dps/tiottom chortl live IoaC nonconcunent wilh any o�her live loads.
�5)Proviae mec�anical ronnection(by others)o!Wss�o beanng plale capable olwil7istanding'1001b uplitlat joint(s)1,3.
6)This Vuss is designed in accordance wdh the 20061nternaiional Residential Code seclions R502.11.7 antl R802.102 antl referencetl
standarJ ANSI/�PI 1.
7)"Semi-rigitl pitrhbreaks with fizetl�eels"Member en0 fxiry motlel was usetl in ihe anarysis antl design of this iruss.
LOAD CASE(S� StantlarC
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July 22,2014
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AEJNOnaI pmnaneM CmlOmg sla6fily bnang oI1Fe ow�all sWCWrt is Il�e reipanvbilily ol@e Dxneq Ne OwneJS auNOrizetl ageM or IFe BwlCinq Oemgneq pe�Ue�RC,The IBC antl
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IRC,I�eIBC,PNSVIPI11M1eBC515umm+rysL e15.mU/arBC51(BUlla�ngLOmpon¢MSalelylnbimetbn)avalla0lehomSBGAa�xwwsbtinGUSey.co +�n.�yreim:e'�naumm�i�m��� ENGlN£ER/NGac
eupplieE in Ne job9le pa[kage.Tlie 4uze tleslgnei or W ss tlesign engineer(also JefineJ�as a speciaXy engineer)ix NOi�p¢Builtling Desi9^er oI1M1e builtling.
Job Tmss TmssType Oty Ply WeEgenooE ILegaq
1851aZ56
B1/H]iD V16 ValkyTws � �
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148-J
LOADING(ps� SPACING p.0-0 CSI �EFL in Qoc) 1/defl Utl PLATES GRIP
TC�L 20A �Plateslnaease 1.15 TC 0.74 VeM(Ly n/a - n/a' 999 MT2o 169H23
TCDL 10.0 Lumber Inuease 1.15 BC O.Ofi Vert�TL) n/a - n/a 999
BCLL 0,0 Rep Stress Inv Ves VvH 0.15 Horz(Ty 0.00 5 n/a n/a
BCOL t0A Cotle IRC2006/TPI20o2 (Matnx) Welghf511E FT=20%
LUMBER 6RACING
TOP CHOR� 2z4 SPF No2 TOP CHOR� Strudural wootl sheathing Eirectly applietl or 6-0.0 oc pudins_
BOT CHORO 2z4 SPF No2 BOT CHORD SUUCturalwootl�shea�hing directly applied or 70.0.0 oc brecing.
OTHERS 2z4 SPFSStuG
REACTIONS� Allbearings 14B-7.
(Ib)- MaxHorz1=163(LCS)
Maz Uplitt All upiitlY001b or less stjolnt(s)7,5 except 8=461(LG 6),6=-161(LC 7)
Maz Grav All reactions2501b or less etjoint(s)1,5,7 except 8=332(LC 10),6=332(LC 11)
FORGES (Ib)-Max.Comp/Max.Ten.-All forces 250{Ih)or less ezcept when shown.
NOTES
t)llnbalancetl mof live loads have heen considereE far ihis tlesign.
2)V✓nd_ASCE 7-05',90mph;TCDL=6.OpshBCOL=6 OpsF,h=2511;Cat.II;Exp B;enctosed;MVJFRS(low-nse)gaGle ena zone and GC
Exleiior(2)zone;cantilever left and right exposeC;end vetlical lett antl nghl exposeQGC tor members and forces 8 MVJFRS�or
reapions shown;Wmber DOL=1.60 plate grip�OL=1.60
3)Gahle requires continuous bottom chord bearing.
4)This iruss has been designed tor a 1�,0 psf bottom chord live IoaC nonconwrren�with any other live loads.
5)Pmvide mechanical connedion(by others)of truss to beanng plale capable of withstanCing 1001b upli�at joint(s)1,5 excepl(jl=1b)
0=161,6=161. -
6)This Wss is designed in accortlance wilh ihe 20061ntemational Residential Code sedions R502.17.1 antl RB02.10 2 antl referenced
slanCartl AN51/�PI 1.
7)"Semi-tlgid pitchbreaks wdh fixea heels"Member enG fxRy motlel was usetl in lhe analysis and design of this tmss.
LOAD CASE�S) Stantlartl
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July 22,2014
`� WARNING % �� ghly IM1 'C rt Y A M I EB I IP� IJ51 O ET / M (tl tlP tl N ( V,�RyE 9 V �� � 0 l , �M1' T s9
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pl I p� blilyfo��h Eeug I�� 81 � s mpn bJ DaeE� ' .T� tl g pl I dng dl I ELry tl Ilti W pa if ypa� I � �
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AJENOnWpermeneMbultlnpsladNyE anpalNeoveralltlmd I �hertspanvCifilyoll�eOwn Ih OwnefsaullianzeEegenlai�heB IdmgOesgner,je�heIRG;ILeIBCanE
�N51?PI L Por pe� ral gulEanre rcga ti y E 'yn ponuCBil f bnotlon.W ellly mMrd aloreg -0 I ery ea�m�e�.i«n:a m��e a g 1 E �ting;c tl Ih lai st etl�on a�Ne
IRC;NeIBC;�N51RPIl,I�eBC51wm arya�eele,anNarBC9(BUIEingCwnDanml5ah1ylnloimafan�avalaGlehomSBCNelv.wwsEOnJUStrywmenEaOy�elaletl'n9allalion�nlormelon ENGINEERINCa���c
zuDPhed����e ja0s�e padage.The ws�Eezlgner�or Irvas tlesign enginar(alm EefineE as e speuatly enginee�is NOT I�e BuilEing Oesignef ofiM1e CuilOing.
Jab Tmss Teuss Type Oty Ply WeEgexaaE 1 Legacy
10514PSi
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LOADING(psp SPACING 2-0-0 C51 OEFL in Qoc) I/tlefl Utl PLATES GRIP
TCLL 20.0 Pla�es Invease 1.15� TC 0.77 VeN(LL) n/a - n/a 999 MT20 169/123
TCDL 10A Wmberinuease 1.15 BC 024 Vert(TL) n/a - n/a 999
BCLL a.0 Rep Siress Incr Yes VvH 0.16 Horz(TL) 0.00 3 n/a Na
BCDL 1�A Code IRC2006/TPI2002 (Mafnz) Weighl:371b F�=20°h
Ll1M6ER BRACING
TOP CHORD 2x4 SPF No2 TOP CHOR� Struduralwood sheafhing direclly appiietl or 6-0-0 oc pudins.
BOT CHORD 2x4�5PF No2 BOT CHORD Struclural wood sheathing tlireclty applied or 10.0.0 oc Eracing.
OTHERS 2a45PF-SSWd
REACTIONS (Ib/size) 1=257/72-0.7 (min.0.1-8),3=257/12-0.7 (min.0.1-B),4=394112-67 (min.0.1-B)
Maz Horz 1=132(LC 4)
Maz Uplitl1=-23(LC 7),3=23(LC 7)
FORGES Qb)-Max.Comp./Max.Ten.-All forces 250 Qb)or less except when shown.
NOTES
1)llnbalanced mof live loads have been wnsidered br this Cesign.
2)NAnd:ASCE 7-05;90mph;TCOL=fi3OpsY,BC�L=6.Opst,h=25ft;CaL II;Ezp B;enclosetl;MWFRS(low-rise)gable entl zone and C-C
Etlenor(2)zone;rantilever left antl right exposed;�entl uertiwl left antl ngh�expoSed;C-C for members and forces 8 MVUFRS for
reaclions shown;Wmber OOL=1.60 plate gnp DOL=7.fiU�
3)Gable requires continuous botlom rhorE bearing.
4)This Iruss has been designeG for a 10.0 psf 6anom tliortl live loatl nonwncurrent wdh any oNer live IoaES.
5)Pmvide mechanical conneclion(by;others)of Iriiss ta b¢anng piate rapable of wdhstanding t001b uplitt atjoint(s)7,3.
6)This truss is Oesigned in acwrAance wi�h the 20061ntemational Residential Code sections R502,11�.1 and R002.1o2 endreferenced
standarO ANSVTPI t.
7)"Semi-rigia pdehbreaks with.(zed heels"Member entl fizity moael was usetl in ihe anarysls an0 aesign olthis tmss.
LOADCASE(S� Standard
ta°��taCjSEP�H��pi����F
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July 22,2014
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D gO vig OIM1OJFI mS�N( .0]1�7C( o OhMTk M pll M1llb E� �F" W E gE g! p IETIiI tl 'gE g'E � s
epl M � EIM( 1� Eesq 1��.. . 91 Imc P MC Ptl LM1 ' .T� J 9 Pt b d 9 E� dbilb E I�ti M Ib YCa� I � �
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In camp�Pai on b cki ng oNy,nW ID�bu IJing s1e011i1y E�aong ApC tional lemp�ary�es4a�Vd ag ml Enong lo'psurt sleb IM1y Em ng tuns�rvtl on s�M1e rtep nab IM1y ollM1e W cs�na1a1@r.
AJJi4onel pcmanem EuAJing sladYry bfaunq olNe acerall s4ucWre is�M1e rtspanubtlM ol Ne Owner,l�e OwneYS aulhorizetl egenl ar I�e BuAtling�esigner,per�M1e IRq I�e IBC en4
ANSIRPILFO�BeneralgultlenwrtgaGingOeg apanEililmlaEnrelian,qua4rywn4qclnng ,tll' ry tllonlaleralresVaManG&eg IECing,COnaWl�elale9etlNmalNe
iec,m�iec;nwsirtaiim�ecsis�mm.�yme�i:anumracs��anieingcanvanemsareyimomia�on)aveiani�r�msaene�w.vwseeeuery.mmanaar�y..ia�ea-ns�ana�e�-ma�aran ENGtNEERINGt�c
aupplleEiniF¢IoEVleperkape.TheWasEezlgnerorlmsstlesignengineer(elsoEefineJazaspetiatlyenginee�isNOTl�eBUJEingOesignuo�l�ebuilEing �
Job TN55 TrussType O�y Piy vhegcwooat�egery
iesnzse
eu�mas vie van�yrN:. i i �
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]�3faOtl1�I01dMRC4lnEUtln¢,Inc MonJU1 31 15 35 21 4111� PaDel
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LOAOING(ps� SPALING 2-0-0 GSI DEFL in (loc) I/detl Utl PLATES GRIP
TCLL 20.0 Plates Invease 1.75 TC 0.79 Veh(LL) n/a - n/a 999 MT20 169/723
TCDI 10.0 Lumberinaease 1.15 BC 0.75 Vert(Ty n/a - n/a 999
BCLL 0.0 Rep Slress Inu Ves VvH 0.08 Horz(TL) 0.00 3 n/a n/a
BCDL 70D Code IRC2006lrP12002 (Metdz) WeighP2716 FT=20%
LIIMBER BRAGING
TOP CHOR� 2z4 SPF-S Stutl TOP CHORD Strudurel wood sheathing diredly apP�ieG or 6-0.0 oc purlins.
BOT CHORD 2K4 SPF No2 BOT CHORD SWdural wood sheathing Cireclly applieE or 10.0.0 oc braung.
OTHERS 2x�SPF-S S�ud
REACTIONS (Ib/size) 1=186/9-4-7 (min.04-8),3=186/9-4-7 (min.0-1-8),4=322/&4-7 (min.0.1-9)
Max Horz1=101�LC 5)
Max L1pIMtl=13(LC 7),3=73(LC 7),4=3(LC 6)
FORCES (Ib)-Max.Comp/Mae.Ten.-All forces 150(Ih)or less except when shown.
NOTES
1)Unbalancetl mof live IoaCS have been consiGeretl forihis Aesign.
2)Wintl:ASCE 7-05;90mph;TWL=6.OpsY,BCDL=6DpsF h=25f1;Cat.II;Exp B;enclosed;MWFRS(low-nse)gable enA zane and GC
Extenor(2)zonq rantilever left anE right eaposed;end vehical lelt antl nght exposeQGC for members and lorces 8 MWFRS Por
readions shown;Lumher DOL=1.60 plate grip OOL=1.60
3)Gable requires continuous battom rhord bearing.
4)This iruss has been designeE for e 10.0 pst botlom fhord live load nonconcunent wdh any Mt�er live loaas.
5)Provitle mechaniwl connection(by others)of iruss to beanng pla�e wpable of wilhstentling t001b uplitl atjoint(s)1,3,4.
fi)This truss is designed in acwrdance wdh the 2006 lntemationel Residential Code sections R502.11.1 entl RB02.102 end referenced
s�andard ANSIRPI 1.
7�'SemFrigiO pdchCreaks wil�Gzetl heels"Member ena fixdy motlel was usetl in Ne anelysis and aesign af this truss.
LOAD CASE�S) Standard
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July 22,2014
A WARNING PI �M1 � gLly �tx�� "C b ( AcWr I Jg Io1Vrp9 IE51 E ET 1 M W tl EP E tlt 1 .V My0 B P N O E W onlOaTmas
O 0 � �p �� �JR I t u5� 1(ro.�]4QEe1 O IyMT k tl pl l ry Ilh tll IF V C e a npl Ee IE.Th' W E B d nB�nU�'ales
pl� I pa bJily! IM1eEesip IIL BIeWa mp ME ptlatl� .TF E i8�• p�� b E p O� � �aEiLry J 1�� m pa 11 ypaRwlar
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re In mmpreatian C tLVig aYy,nm lo�WINng�IW4ryGa'�g.ACCiYUn�l lemponry rez4anVEiapontl hraong lo nsua tl�b W/Ewng wn3V1tl�m'a Ne rtspcnubtlEy pl Ne wsa�mLalkr
AJdrtimY pdmanert EulEinp N�tiIP/batlng W Ne e�er�l aWCLre ia lM1e�eiponvbtlEy olNe Wne�,Ne Qmefs vMwueE agenl or Ne Bu1Emp Deapner,per Ne IRC,Ne IBC anJ
ANSIR%�.Frc geneml puWBncv repiNm9 Eevgn ie�pantl0/NU,hdlfNion,Wex1Y runVW.rmeBe,Eelrvay,ttetlpn,INCraI rtNa1M enE depMillNarang,cpisutl Ne lalea eCtian ol Ne
�ac,uaiec,,wsvrrit,Neaes�wmmarysnenyenvo�eesi(aaiehacanpw�emsareryimwmaia��aYauaeknamsacnnwwwemunry.mm.�eam�e���einn:ea�on�inwmeuon ENG/NEENINGiic
wnGUm in�ne ioev�e a.�,6a 1n=w::ae:iener«�mu aee9n enymeer Pbo eennee a:.aa�oeny ensineer)i:Norme 9uuame oesis^v aime eunamy.
Job Tmss TmssType piy Pfy WeegexooG f�egary
IBSY1259
BN41T13J V1B VLkyTmas I 1
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PR09111Lp, MOORESVILLE,IN16158 ]�30cOtl1�2013MTeklnEUaNes,Inc.ManJU13115333I]01� Paye1
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9+� I fi&7
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Scale=L3].1
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3
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Plate Offse�s(%V): �2:0-2-0 Edge]
LOADING(ps� SPACING 2-p.p C51 OEFL in (loc) uaen Vd PLATES GRIP
TCLL 20.� Plates Inuease 1.15 TC 022 Vert(LL) nla - n/a 999 MT20 7691123
TCDL 10A Wmberinvease 1.15 6C 0.54 Vert(fL) Na - Na 999
BCLL 0.0 Rep S4ess Inu Ves VJB 0.00 HorzQL) 0.00 3 nla n/a
BCDL 70.0 GoGe IRC2o0b/rP12002 (Matdx) WeighT.151h FT=20% �
LUMBER BRACING
TOP CHORO 2x4 SPF-S Stud TOP CHOR� SVUCtural wooG sheathing directly applied or 6-0.0 oc pudins.
BOT CHORD 2z4 SPF-5 SWd BOT CHORD Siruclural wood sheathing�directly applied or 70.0.0 oc brecing.
0.EACTIONS Qb/size) 1=240I6-9-7��(min.O-t-B),3=240/6-8-7 (min.0-1-e)
Max Horz 1=-70(LC 4)
Maz Upii1H=-7(LC 7),3=7(LC 6)
FORCES Qb)-Maz.Comp/Maz.Ten.-All forces 250 Qb)or less exrept when s�own.
NOTES
1)Unbalanced roo/live IoaGS have been considered forlhis tlesign.
2)Wnd:ASCE 7-05;90mph;TCOL=6 OpsY,BCDL=6.Opsf h=25ft;Cat.II;Exp B;encloseQ MWFRS(low-nse)gable enG zone antl PC
EaYerior(2)zone;cantilever left antl right exposed;end vetlical letl antl nght exposed;GC br members anGlarces 8 MWFRS tw
reactions shown;Lumber DOL=1.60 plaie grip DOL=1.6a '
3)Gable requims continuous bottom chortl hearing.
4)Tt�is Wss has been tlesigned tor a 10.0 ps1 boltom chord live load�nonconcuvent wtlfi any other live loads.
5)Provide mechaniwl connection @y others)o!iruss to beanngplate capable of wtlhstanding 1001b uplitl at joint(s)1,.3.
6)This truss is Eesigned in accordance wiUi ihe 2006 Intemational Residenlial Cotle seclions R502.1 i.t antl R802.102 and referenced
stantlartl ANSI/rPl 1. -
�7)"Semi-rigid pitchbreaks wiN fized heels"Member entl(zfly model was used in the anatysis and tlesign of Ihis Vuss.
LOADCASE(5� Standard
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July 22.2014
A WARNING PI �� gMy ew�M1 C tl ( Ackn I tlg l f P oB Itl SISnE N T I M Ixl tl P e ds r .v ry a na P N tl E W I� T ss
O g or ' g EIM1 pJR I ce5lm I( .OZ1qEero OlyMTek ep pIA �tlIE EI �ti W E g E 'gl h IE,t� Im E g N ' 9-EUI s
pt I y Hplilyf ih EeaB /�� 'pleWS P MC ptl tlM1 TM1 tl 9 pl I d g JI H blly J Ilh- � (f YPeh VI �
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elwwmpresua bdl goNy,notfotEUlEngflahllMbeongMd4anelle praryresVaM/&egonalbnungto"nsuesleENytlumgw9mtlonelM1ereaponobl�yoll�elmss"nslaller.
REENOnaI pttmaneM butlEing elebi4ly Cmvnp ol Ne oven119mcWre rs t�e respanuEilily of Ne Cuner,IM1e Owne/s aulFwizeE ageM o�@e BuAJing Designer,periM1e IRC,I�e IBC antl�
ANSIRPo AY For gener�l guNnnce rege ti�g G Ip etpon��IN 1 On�'alian,qual ty mn�ml clwag tlel ry � dlo 1 t l Crinl enJ d g I E � g,c � tl t� lal�A En m ofNa ^
iac,meiec,nnsiacii meecsizummarymee�s.a�erorecs�eunamqcwnpan�msareryinroima�ion)av iaei�namsacamwnw.ie��e�svy.mmenaany�ei,i.e-nsanamn-�m�aron ENGlNEERM�;.i�c .
supplietl in Ne joLSne pa6age.T�e Irvss tlesigner or Waa Eevgn engineei(also tleMeE ea a apeuaily engineer)G NOT t�e Builtling�esignu IXl�e EuiiOing.
Job Truss Tmss Tyye pry Ply wetlgewooa I Legacy
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LOADING(ps� SPACING 2-0.0 CSI OEPL In (loc) vdeB L/d PLATES GRIP
TCLL 20A Plateslnaease 1.15 TC 007 Vert(Ly nla - n/a 999 MT20 169/123
TCOL 10A Wmberinvease 1:15 BC 0.17 VeM1(TL) n/a - n/a� 999
9CLL 0.0 RepSiressinu Ves VvH 0.00 Horz(Ty 0.00 3 n/a n/a
6C�L 70.0 Cade IRC2006/TPI2002 (Matnz) Weight:9lb FT=20%
LUMBER BRAGING
TOP CHOR� 2x4 SPFS Slutl TOP CHORD Slmqural waod sheathing tlireclly applietl or 4-0-7 oc pudins.
90T CHORD 2x4 SPF-5 S�uG BOT CHOR� StrucYUral wootl sheathing tlireclly applied or iD0.0 oc bracing.
REAGTIONS (Ib/size) 1=133/4-0-7 (min.�-04-e),3=133/40-7 (min.Od-8)
Max Horz 1=39(LC 4)
Max UpIiX1=-4(LG7).3=-4(LC 7)
FORCES Qb)-.Max.Comp/Maz.Ten.-All torces 250 pb)or less except when shown.
NOTES
i)Unbalancetl mof live loatls have been considered forthis Eesign.
2)NAntl:ASCE 7-05;90mph;TCOL=6.OpsY BCDL=6.Ops1;h=25t1;Cat.II;.Exp B;encloseQ MWFRS(law-nse)gable end zone and GC
Ezlenw(2)zone;canlilever left and right expasetl;entl vetliial left anC nght ezposed;GC for members antl forres 8 MVYFRS for
readions shown;Lumber DOL=1.60 plategnp OOL=1.6�
3)Gable requires conlinuous 6ottom chord bearing.
4)This huss has heen designed for a 7a.0 pst bottom chord live load nonconcurtent wiih any other live loads.
5)Provide mechaniral mnnedion(Oy athers)oi Wss to bearing plale capable of withs�anding 10o Ib upiiR at joint(s)1,3.
fi)This Wss is tlesigned in accordance with the 2006 Inlemational Residential Cotle sections R502.11.1 and R807142 anE referenced
stanGarC ANSI/TPI 1.
7)"Semi-rigitl pilchbreaks with fized heels"MeFnber entl Txdy model was usetl in ihe analysis anC Cesigmo�this iruss.
40AD CASE�S)�S�andard
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July 22,2014
� WMNING % iM1 qpy ' �1� C G f Ackn I Og � 1 1 P e0 Itl 51 E E T b M I cl E P E tl t Verify tl g p N tl C t � tp T ss
0 g 0 '9 tllli OJft I SF N( 41L�Cef O yMTek etl pl l ryaIIE CI IM1' W tl g Erni gl Oa IE.Tli ( E 9 Eew g- 4 t s
pl I p Wilyl N E v9 l�� I gl Ims p MC ptletlM1 TM1 d gne pl b EI g tll tl plly E I�ti q tf yparll Id B
L Itl g" iF p ENyM11i Owre Ili Ow ! aN� pay t �p�BUIE g� g p qN51RP11 LA I A IE g 1 b "duEU I b tl horEm L s
1 p da OuWmB^^ly nolf b IE g IaONyE �q ALdti II p ry eNenUNeg Ib 8� �-�sw tl blMd 9w sbua Neresp ablrtyollM1eLUSalntlaller.
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pN51RPld.�For ge I g IEanie reguE�g J 'gn espan EAN��labnration;p alily � 1 al,-sWnB 4� �Y� �a�lel �I«tlrairit en0 d g -1 E ' g,c X N IaY p E�on ai Ne
iaqmeiec,nnsurrii meecsiwm �erymee�s,enmo�acs�auiwmqcompanm�sareryi�tamem��ev.ieeiercamsecna��.aca�a sey.00manea�y..i�m-�d.uxron'mo�aro� ENGINEER/NGuc
supplieE In Ihe pESile parkage.TTe W u Eesigner or Imss Eeslgn¢nglnea(elso UeRneE as a apeuahy engineeQ Ic NOT Ilie Build�g Dealgnei of IM1a OuiIE'mg.
Jab Truss TmssType �ry Ply W=eq�waaet�eqaq
1051�061
B1/�1T/]3 Vll Va1leyTmss 1 1
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LOA�ING(ps� SPACING 2-0-0 �51 OEPL in Qoc) Iltlell L/tl PLATES GRIP
TCLL 20.0 Plateslnaease 1.15 TC 0J7 Vert�LL) n/a - n/a 999 MT20 1fi91123
TC�L t0A Lumberinaease 1.15 BC 0.47 Vert(TL) nla - Na 999
BCLL 0.0 Rep Slress Inv Ves wa o 0o Horz(TL) 0.00 3 nla n/a
BCDL 10.0 CodeIRC200fi/rP12002 (Matrix) Weightt6lb FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF-5 S�utl TOP CHOR� Struciural woad sheathing direc�ly appliea, ezcept entl vetlicals.
BOT CHORD 2x4 SPF-5 Stud BOT CHORO Siructural wootl sheathing tlirecity applleG or 10-0-0 oc bracing.
WE85 2x4 SPF-S Stutl
REAGTION$ Qb/s¢e) 1=229/6-3-13 (mirt�-1-9),3=228/G3-13 (min.0.1-8)
Max Horz 1=114(LC 5)
Max UpIX13=-39(LC fi)
FORCES (Ib)-Max.Comp/Maz.Ten.-All forces 250(Ib)a less except when shown.
NOTES
1)YYSnG:ASCE 7-05;90mph;TCOL=6.Opsf;BCDL=fi.apsf,h=25ft;Cal.II;Exp 8;encloseQ MWFRS(low-nse)gable en0 mne antl C-C
Exterior(2)zone;cantilever lefi and right enposed;end vertiwl IeX ana nghl exposeQGC/or members antl forces 8 MVrFRS for
reactions showq Wmber�OL=7.fi0 plate gdp�OL=1 fi0
2)Gable requires continuous hoflom chord bearing.
3)This truss has been Eesigned for a 10.0 psf botlom tl�orC live IoaE nonconwrtent wdh any other live loads.
4)Pmvitle mechaniwl canneclion(6y others)of truss to beanng plale wpable of wdhstanding 1001b uplift atJoint(s)3.
5)This Wss is designed in accordance wkh�he 20061ntema�ional Residen�ial Code secTions R502.11.1 and�R802.1QZantl referenced
slandartl ANSI/�PI 1.
6)"SemLrigid pitrhbreaks wdh fixetl heels"Member end(ziry moAel was useE in Ihe analysis and design ofihis Wss,
LOAD CASE�S� StantlarG
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July 22,2014
� WARNMG PI IF B��Y _� C tl / Ackn I EB � ��� ItlS1anE NT slorNanulaclureEP J tl t :V TyE B V �� tl C t Ili T ss
D g Or � g � EN OJR I� m5� �( p}���p�1 �O IyNT k tl pl le c�allEeumEbrOSW E g C p� e IE TM1' Im d 'g G g E t s
p� - I pa bNyl -N�desig I��e �gleWS p MEp1etl� ' .TM1 J ynasmmplonaloeE"ng tll I�bIM tl Illi po� If ypa� I e
b Id gi N p bI�yMN Own Ih Ow fsaNM1 tl g 1 iM1eBUtlE g� g perMI51RP11 Glenl p Itl galo sM1 'J'EUl b Erh Cm b
arelrcco p�s onEUtLJngoNy�nMOiEUIEngtlabifilybraung MJtionallemponryms4aM&agonalbnang�o nsureclahLlyaunngmnffiutlan clM1areaponvblllyol�M1etmsz"ns�aller.
NEENOneI pmn neM buAENg auElNy braong oll�e averall sVUCWm Is tbe responvElliry oll�e Owneq I�e Owneh wl�arrzeE aBem w IFe Building Oengneq pn IM1e IRC,ibe IBC enE
NN51?PI1.Forge I9 �tlanieregsti gEe q�-espon blil� bbnWian;QU liry rNOl;ctaage tlelvery eredon hleral«C�anlanJd g . IE 'g mnsuX�bela�estetldmolNe '
IRL;��eIBC,M'SIRPItNCBC51mm�arys�etls,enJlarBC51(BUIlOinyCanponenlSelerylnlormaWn)avalcOlehomSBC��elxwsbunEUCVy.w a�aa�y�eu�ee-�nenria�-mo�nro� ENGINEER/N6.ic
suppHeE in IM1e pLSrte yarkage.TM1e wcs Oeslgner or Wss Oesig^engineer(alm EeMeE ez a apeclatly englnrep Is NOT IOe Building Designu ollh<GUIIEIng.
Job Truss TmssType Oty Ply IrveagexaaelLegacy
iasuzez
eiumza vsz� veneyrry�> i �
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LOAOING(psQ SPACING 2-0-0 �SI DEFL 'in Qac) I/deB L/d PLATES GRIP
TCLL 20 U Plates Inaease 1.15 TC 0.17 Vetl(LL) n/a - n/a 999 MT20 169/123
TCDL 10.0 Wmberincrease 1.15 BC 0.11 Vetl(TL) n/a - n/a 999
BCLL 0.0 Rep SUess Inu Yes VvH 0.00 Hoa(TL) 0.00 3 n/a n/a
BCDL. 10.0 �CoEe IRC2U06/TPI2002 (Matriz) Weigh�:81b FT=20h
Ll1M8ER BRAGIN6
TOP CHORD 2v4 SPFSBtutl TOP CHORO Slrudural wood sheathing directly applietl or 3-3-13 oc putlins, excepl
BOT CHORO 2x4 SPF-S S�ud end verticals.
WEBS 2x4 SPF-S�Slutl BOT CHOR� Structural wood sheathing directly applied or 1�-0.a oc bracing.
REACTIONS (Ib/size) 1=108/&3-13 (min.0.1-8),3=10813&13 (mia 41-B)
Max Horz 1=54�LC 5)
Max Uplitt3=48(LC 6)
FORCES (Ib)-Max.Comp/Max.Ten.-All torces 25a Qb)or less excep�when shown.
NOTES
1)NAnd:ASCE 7-05',90mph;TCDL=6.Opsf,�BCDL=6.Opst h=25fl;CaL II;Ezp B;enclosed;MWFRS(low-rise)gable end zone and GC
Ezlerior(2)zone;wntilever left antl nght exposed;end vertiwl left antl nght exposeQGC fonmembers antl forces 8 MVJFRS for
reaclions shown;Wmber OOL=1.fi0 plate gnp DOL=1.fi0
2)Ga01e requires con�i�uous botlom chortl bearing.
3)This truss has been tlesignetl(or a 10.0 psf buHOm chord live loatl nonconcurtenl wilh any other live IoaAS.
4)Pmvide mechanical conneciion(by others)of truss to beanngplete capable of wilhstanding 1001A vplifl at joint(s)3.
5)This lruss is tlesignetl in acrortlance wilh t�e 2006'Intemalional Resitlential Cotle sedions R502.11.1 anG R802.102 antl referenced
standard ANSI/�PI 1.
6)"Semrrigitl pi�d�breaks wi�h fized heels"Member end�xdy model was used in ihe analysiSand design o(fhis iruss.
LOAD GASE�S) Standatd
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July 22,2014
A WAflNING F 1� B�IY .. 1� C A � ArM I tl0 f IProB ItlS� tl NT 1 M 1 tl tlP C tl I V .(ytl 9 P tl. tl 0 N �ti T ss
Og � �gaEt� OJRI w5� 1� O11I)Eel OtyMTk tlql haIIE EINV EgE nglE ItlTli �mtlgJ glYlc
epl � 1 np bJMI IM1 E�ug IIM1 gl Wi mp MG ptleEM1 " .TL tl gn � pl I E g EI �aEIM 4 I(li po tl � ypaN W e
L JN g Ih p ibY�y I I!i Own �� Px f �Nh E g M N 8 Itl g O g p M19RPI L Lal I p 1 E g Oo M d Eu I L J N rE m b e �
I p sia E Wngonlynall E IE gabblryE rqMtlN�a�tvnp ry s4an1/dag albratinglo"nsuezladldydunngw tl tl Ui� po �0iry HM1eWn'nitaller.
AtlE Lonal pemuneN Eu Itl ng sladlily 0 aang a�Ihe ow�ell tlrvcWre s Ne reapons ti IM o(IFe O.vner IM1e OwneM1 aWM1O�¢eE ageM w Iba BuAE ng Rapner;P��he IRL,iM1e IBC mE
ANSIRPI 1. Far Be� I q C �oe�egeN y E 'pn �apan Ctl� 1 b'ralion,Q I!y 1rol,storeg tl I eey G n;I Y I realrainl antl d g �I b 'g,conzutl 0e laletl eEA on olNe
IRQIheIBC.MISVlPI1,IheBC9summaryeheelsanNarBC51(BUIdngCanponmlSalelylnror ro��.�.aani�nomsacnmwd.�.w�e�my.� .�ea�yrda�ea��rana�o���m�aro� ENG/NEER/NCuo
supplleJ In Ne jeESle perkage.IDe Imcs Eesigner or Wv tlesign enyneer.(alao tlefine0 ec e speclaXy englnee�Is NOT��e Builtling Oesgner W I�eOUlltling.
Job Luss Truss Type Qly Ply WeEgexootl t Legaq
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LOAOING�psQ SPACING p_p-0 C51 OEFL in (lac) Vtle9 L/tl PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC 027 Vetl(LL) n/a - nla 999 MT20 169/123
TCDL 10.0 Lumber Inuease 7.15 BC 0.17 VetlQy n/a - n/a 999
BCLL 0 U Rep Stress Inrs Yes VvH a.00 Horz(TL) �.0� 3 n/a n/a
BCOL 10A Code IRC2006RPI2002 (Matnz) Weighf 101b FT=20%
LUMBER BRACING
TOP CHOR� 2z4 SPF-S SWtl TOP GHORD Siructural wootl sheathing directly applietl or 4-0.1 oc purlins,.except
BOTCHORD 2x45PP-SSWd endverticals.
WEBS 2x4�5PF-5 Stutl BOT CHORO Siructural wood sheathing direcUy applietl or 10-0-0 oc bracing.
REACTIONS (Ib/size) 1=135/4-�-1 (min.0-1-8),3=135/40-7 (min.0-0-8)
Maz Horz 1=68(LC 5)
Maz UpliR3=-23(LC 6)
FORCES (16)-Max.ComplMax.Ten.-All forces 25a(Ib)oriess except when shown.
NOTES
ij VNntl:ASCE 7-05;90mph;TC�L=6 OpsY,BCOL=6.OpsF�=25(t;Cat.II;Exp B;endosed;MVVFRS(low-nse)gable enC zone and GC
Eulenor(2)zone;cantilever left ana right exposetl;entl vetlical lett and nght exposed;GC for members and forees 8 MWFRS�or
reactions shown;Lumber DOL=1.60 plate gnp OOL=1.6a
2)Gable requires conlinuous battom rhord bearing.
3)This truss has been designeG far a 10.0 psfbotlom tliorC live load nanconcunent wilh any other live loads.
4)Provitle mechanical connecYion(by others)olbuss ta beanng plate wpable ot wdhstanding 70�Ib upldl atjoint(s)3.
5)This truss is designed in acwrdance wdh ihe 2006 lntemalional Residential Code sections R502.11.1'antl RB02.702 antl referenced
s�andard AN51/rPl 1.
6)"SemLrigid pRrhbreaks wilh fized heels"Member entl fxity model was usetl in 1he anatysis antl design ol this Wss.
LOAD CASE�S) S�andard
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July 22,2014
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pin �espo blYyl IM1 Eevg ll� ' pl Imu p MO ptl CM1 ' .T� J gn p! 'a d g tl� �blly E l�ti � 11 yparl I /
b IG g' �� sp El�y RM1 Own 1� Ow f aN� E g 1 �I�eBUIE g� y p MISIRPIL Lal I 9 ri1C g lo sM1 -a Ju I b- dtl� tlm h s
I 0 unnWdJ'nqonly,nWlo�EUYGngpaE'IilyEaang.hEENOnYlempareryms4anl/Eag elbmtinglo-nsums�adlMdunngrma(mticnlsl�e�esponsElllyollFelmsa�mstallei.
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