HomeMy WebLinkAbout14070073 Truss Plans DATE OF -
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������� JUL 17 2014
RE—SdJ �NII°�'AL BY
For Incomplete permitsubmittals
Name of Reviewer:
BUILDER iVAME: � 6CL
Contact #: ��o Q_ (��n�l - b�� �
Project Address:
Lot & Subdivision:��1� t�-�l�Q, �3
Comments: W�- �1��aA ,���
�'permit�iFortns'Re-Submittal for'Rzview
Truss Placement G�
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ENG/NEER/NG�cc
DrJ Engineering, LLC
(PKA:GW Gonsulting�LLC)
6300 Enterprise Lane
Ke: 814417167 Madison, Wisconsin, 53719
MiTek 20/20 7.4
Wedgewood 43 Grandin Hall
The truss drawing(s)referenced below have been prepared by DrJ Consulting, LLC under my direct supervision
based on the parameters provided by ProBuild (Mooresville).
Pages or sheeis covered by this sea1:18487873 thru 18487923
My license renewal date for the state of Indiana is July 31, 2014.
Important Notice:The acwracy of ihe�Truss�esign Drawings relies upon:All tmss and component designs utilize
manufadurer published cbnnedor(i.e.imss plate,�etc.)design values and Ametlwn Lumber S�andards Commi��ee
� (ALSC)approvetl mleswnting agencylumbe;design values(where Southem Pine has been spedfed,those tlesign
values are as�abulated in Southem Pinelnspec�ion Bureau Grading Rules 2002 Edition Supplement Na.1J).Wmber
design values wrrespontl with the gratle stemp prior to cross cutlin9 as(a)approvetl by Ihe Board ot Review o(ALSC
(b)tabulated and tootnoted by the applicable mles-wri�ing agency usiqg a published eftediJe dale,(c)approved and
publishetl by lhe American Wood Counci(for use in�he NDS engineenn9 equations br ihe design of simctures using
lumber,and(d)re/erenced in the latest edilion of AN51lTPI 1,Seclion 6.3.
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July 16,2014
Ryan J. Dexter, P.E.
The seal on these Truss Design Drawi��gs indicates acceptat�ce of professional engineering responsibility solely for
the Iruss 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,huss design
engineer and truss manufac[urersliall be inaccord with[he lates[edition uf ANSVTPf I Cliapter 2 unless otl�envise
defined by a con[rac[agreed upon�y[he parties involved.
Job Truss TmssType Oty Ply Weapenaoe�aGra�a�nNan
�� ie�e�eta
aiaama� ccoi o�aeo�+iH�pc'�me� i i
Job R fei nce f tio ap
PROBUIL�, MOORESVILLEIN{8158 )IIOSOC11�201JMITekIMU51ne;Inc,TUeJU11512:]8�2301{PaBel
ID:V_xNIEH01L8y16562tvryFZ9HKl-DSoitltl1808WNGbE4i5q1kUXKyPZLBSLesTGzOYyxpIJ
4-SO I 2-0L
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scaie�.va��=r
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9x12 II
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2-0-6
Plale O/fsets�X Y7 (2'0-5-8 Etlpel
LOADING(psQ SPACING 2-0-0 C51 DEPL in pac) 1/defl L/tl PLATES GRIP
KL� 20.0 Plateslncrease 1.15 TC 0.06 Vetl(LL) -0.00 2 >999 360 MT20 169H23
TCOL 10.0 Lumbe�lnaease 1.15 BC 0.03 Vert(TL� -0.00 2 >999 240
BCLL 0.0 Rep Stress Incr Ves WB 0.00 Hoa�TL) 0.00 4 n/a n/a
BCDL 70.0 CodeIftC2006(iP12002 (Matrix� Wina�LL) 0.00 p .. 240 Weighh'iblb FT=20%
LUM6ER BRACING
70P CHORD 2x6SPF No2 TpP CHOftO SWCWraI waotl sheaNing tlirectly applietl or 2-0-6 oc putlins, excepi
BOT CHORD 2x6 SPF No2 end vetlicals.
WEBS 2x4 SPF No2 BOT CHOftO Rigitl ceiling tliredty applietl or 10-0-0 oc bracing.
wEDGE
Leil:2x4 SPFS Stutl
REAGTIONS (Iblsize) 2=211/0<-9 (min.0-L8),4=2810.1-8 (min.0-tA)
Max Horz 2=82(LC 5)
Max Upiift2=-69(LC 6�,4=-79(LC 5)
Max Grav2=217(LC 1),4=44(LC 0)
FORGES Qb)-MaH.Comp./Max.Ten.-All forces 250(Ib)or less excepl when shown.
NOTES
1)Wntl:ASCE ROS;90mph;TCDL=fi.OpsY,BC�L=6.Opsf h=25tt;Cat.II;Exp B;enGOSetl;MWFRS Qow-nse)gable end zone and GC
Extenoq2)zone;cantilever le(1 and righ�ezposetl�,entl vertical le�antl nghl exposetl;C-C�or.members antl forces&MYVFRS tor
reactions showq W mber�OL=1,fi0 plate gnp DOL=1.60
2)This iruss has been designed for.a 10.�psf bollom chortl live loatl nonconcurrenl with any olher live IoaCS.
3)Beanng at joint(s)4 consitlers parallel lo grein value usin9 ANSI/TPI 1 an91e to grein formula. Bviltling designer should verify capadty
of beanng suriace.
4)ProviEe mechanical connection(�y olhers)of Wss to beanng plale al join�(s)4.
5)Provide mechanical connedion(Oy olhers)of Wss to beanng plate capable of wiUs�antling 691b uplif(al join�2 antl 191b uplil�a�joinl
4.
6)This wss is aesignetl in�acwrdance with iFe 2006 Inlernational ResiQential Cotle sections R502.71.1 anC R8�2.101 and refxenced
standarC ANSI/rPl i.
7)"Semi-rigitl pitchbreaks inclutling heels"Member entl fzity motlel was usetl in��e analysis and Gesign o(ihis imss. .�ui����l++�pJ.
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suOVlled In I�e lobslle package.Tlie Wss Jesgner or Wss 4es10���B�nee��ako UefineU as a s0eclatty englneer)k NOT I�e BmNlnq�esgner al l�e�uiMing. '
Job TN55 TrussType ply Ply Weegexrooea]GraneinHall
18�819)<
81lHI16i GE01 GABLE 1 1
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PR09UIL�, MOORESVILLE,IN�9158 �Z�]OSpqt/001JMITekintlusines,InaTUeJW151]'.)BQ301< Papet
I�:V_xNIEH01L8y16562Nry Fz9HK6heLLrzmmnReBpIpGGALGHh4U0pHrxlyn5]OWwyxpl I
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33 34 J1 34 29 ]e P �6 �5 2� 13 22 P 2a 19 18
2rl II 3� _ . 2x� II
11 11-0
1)41-0
Plale Offsels(%V1: 126:0.2-72,0-7-81
LOADING(psQ SPAqNG 2-0-0 C51 DEPL in Qoc) Iltlefl Vtl PLATES GRIP
TCLL 20.0 Plates Increase 7.15 TC 0.08 Vert(LL) -0.00 17 n/r 180 MT20 169/123
TC�L 10.0 Lumberinuease 1.15 BC 0.07 Vert(Ty A.01 17 n/r 120
BCLL 0.0 Rep Siress Incr Ves WB 0.11 Horz(TL) 0.00 78 n/a n/a
BCDL 10.0 CodeIRC2006/TPI2002 (Ma�na) NfinO(Li.) 0.00 17 n/r 120 WeighC�H91b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Strudural wootl sheai�ing tlirectty appiietl or 6-0-0 oc putlins, excepl
BOT CHORD 2x4 SPF No2 end vetlicals.
VJEBS 2x4 SPF No2 BOT CHOR� ftigitl ceiling directly applied or GO-0 oc bradng.
OTHERS 2x4SPF55Wtl'ExcepP WEBS 1ROwalmiGpt 9-25,&27,10-24
9-25:2x4 SPF No2
REACTIONS All bearings 77-17-0.
(Ib)- Max Horz 33=233(lC 5)
Man Uplitl AO upli(t 10U Ib or less al joiN(s)27,28,29,30,31,24,23,22,21.20 except 33=178(LC 4),
18=-125(LC�5).32=183�LC 5)',19=453�LC 4)
Max Grav All reactions 25010 or less at joint(s)78,27,28,29,30,31,32,24,23,22.21,20,19 excepl
33=278(LC 5),25=254(LC 7)
FORCES (Ib)-Max.Comp./Max.TeR.-All forces 250(Ib)or less excepl w�en shown.
WEBS 9-25=257/0
NOTES
1)Unbalanced mof live loaas�ave been considered for ihis design.
1)Wintl'ASCE 7-o5;90mph;TCDL=6.Opst,BCDL=6.Opsh h=25ft;Cat.II;Exp B;encloseQ MWFRS Qow-nse)gable end mne antl GC
Ex�enor(2)zone;cantilever lett antl ng��ezposetl;entl vertical lefl and righl exposed',PC ror members antl rorces&MWFRS for
�eaclions shown:Lmntier DOL=1.60 plate grip DOl=1:so
S) Truss designetl/or winG loatls in ihe plane of ihe truss only. Por sWas exposetl to wintl(normal lo ihe face),see Standartl Industry
Gable End Details as applicable,or consult qualifed builtling tlesigner as per ANSI/�PI 1.
4)All plates are:t.5x4'MT20 unless ot�erv+ise intlicateQ.
5�Gable requires continuous bottom chortl beaiing.
]�Gable,sWEe spacetl ath'�f�m one face or sec�rely brawtl against lateral movement(i.e.tliagonal web�. ���'`j.�P�rt�j.
e)This wss has been designed lor a 10.0 psf boUOm chortl live batl nonconwrrenl with any other live loatls. 5 � �r
9)Pmvitl¢mechanical�onnection(by others)of iniss ta bearing plate wpable olwithstanding 1001b upiift atjoinl(s)y7,pe,29;30,31,24, � Q>�. '�j� T$�'-F'hT F�,
23.22,21.20 ezcepl Qt=Ib)33=178',18=125.32=183,19=153. Y �:�re.� FQ•:Sn,F G
10)This Wss is designed in accortlance with Ihe 20061nlemational Residenlial Cade sections R502.17.1 antlR802.102 and referenced . A� ��Q12y2p S
stantlartl AN51/TPI 7. -
1 I)"Semi-ngid pitchbreaks inGUtling heels"Member end fixity motlel was usetl in the anatysis antl design of.ihis truss. - ' � y
LOADCASE�S) Stantlartl ��'� �STAP F %�a��
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AN51?PI L Forgeneml guiJance�eBeMing Eesgn msyonslUllllies;bbnca'lon Qual'nY n'IrolSOlo�e 1^Q�� ere u��o�IteJ agenl o��he Bu pinp Des 8^e.��^so Rq IM1e 10C an0
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suyprree in me joesne oacxage.rne wss aesre�er or�mss aesie�eoa��ee,(aisn acnnee zs z sv�uaM e�a�neep iz rvor me ewama oesgna oune ewal�g.
JOb TN44 TNSSTyPB Q�y P�y WMgenoM OG�an4inHall
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Job Reference o �ional
PROBUILO, MOORESNLLE,IN/8158 ]QOSOdH2O13MITeklnOUSVies.Inc:TUeJU115II:J8y5201�Page1
ID:V_xNIEH01L8yt6562tvryFZ9HKId1T6Geo0J3vrJ3y/ObNkM69rMtl HOG04YRVtl?tyxplG
4-�0. P-0-01 - � J63-8
�-0-0 19-04t � t31-13 �
Jv6�i Scdle=1:i5.0
Jn5 = b4 II
15 i6 1I 18 .19 34 31 33 33 ti 35 26 D 49 JO J1 J3
' 9.00 12 Jp'—�' - y�
16
1
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10
9 15 8 1 6 2 0 22 2 2d 0 2 8 P � J1 I
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1 1
5 � �
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Js8 II
59 58 5] 5fi 55 SC 53 53 51 50 69 <B d] <6 <5 44 /J 02 01 LO ]9 30 ]] d6 35 3d 0]
5aG = Sx6 = 2r4 II
]618
36}B
Plate Ottsels IX Yl: f2:OJ-8 Eduel 11fi'0-3-0 0-0-2J,42o3-0 0-3-01 f51:03-0 0-3-01
LOADING�psp SPACING 2-0.0 C51 OEFL in Qoc) I/tleil Utl PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC �OS Vetl(LL) -D.00 1 Nr 1B0 MT20 169/123
TCDL f0.� Wmberincrease 1.15 6C 0.01 Verl(TL) -0.00 1 Nr 120
BCLI 0.0 Rep Stress Incr Yes WB 0.11 Harz(Ty -0.00 33 n/a n/a
BCDL 70.0 Cade IRC2006RPI2002 (Matnx) � VNntl(Ly 0.00 1 n/r 120 Weight:3611b FT=20%
LUMBER BRACING
TOPCHORD 2s4SPFNa2 TOPCHORD SlrucWralwootlshealhingtlirectlyapplietlor6-0-OOCputlins, except
BOT CHORO 4x4 SPF Nol2 end vetlirals,and 2-0.0 oc putlins(6-0-0 max.):16-32.
WEBS 2z4 SPF No2 BOT CHORD Rigid ceiling tlirectly applietl or tOAA oc bracing.
OTHEftS 2x4 SPFNO2'EzcepP VJEBS 1 Row al miEpt 3233,31-34,30-35,2g-36.27-31,2638,
11-52,10-53,8-54]-55,6-S6,S57,458,3-59:2x4 SPF-5 Slud p639,24-40,23-41.22-42,2b43,20-44,
WEDGE 19-45,18-46,1737,15-48,74-49,7&50,
Left:2x4 SPF No2 jp_5�
REACTIONS All beanngs 3G18.
p0)- Max Hoa 2=379�LC 6)
Max Uplifl All uplift 1��Ib or less atjoinl(s)33,2,34,35,36;37,38,39,60,41,
42,43,44,q5,46,47,48,49,50,51,52,53,54,55,56,57,58,59
Maz Grov All reaclions 2501C or less at joinqs)33,2,.34,35,36,3],38,39,40,
41,42,43,44,45,46,47,d8,49,50;51,52,53,54,55,56,57,58,59
FORCES pb)-Max.Comp.IMax.Ten.-All forces 250 Qb)or less eccept w�en shown.
TOP CHOR� 2-3=-041/45,3-0=-374/35.4-5=339/33,5-6=-307I30,6-1=-274/27
NOTES
1)Unbalancetl mof live loatls have been consitleretl br�his tlesign.
2)Wntl:ASCE]-O5;90mph;TCO�=fi.Opsf;BWL=6.OpsF h=25X;CaL IC Enp 8;enclose0;MVJFRS Qow-rise)gabie end zone antl C-C
Exlenor(2)zone;cantilever lefl antl nght exposeG;end vertical left exposetl;GC for mem�ers antl forces 8 MVJFRS for reactions
shown;W mber DOL=1�.60 plale grip�OL=1.60� �
3) Truss designed(orwind loatls in IM1e plane o(ihe Iruss only. Por smtls ezposed to winC(normal tolhe face),see StantlarC InAUSIry
Gable�End Delails as applicable,�or consul�qualifed builGing designer as per ANSI/TPI 1.
4)Prov�tle atlequale drainageta prevenlwater ponding. �p,ll:��I�++ittl .
S�Allplales are 1.SZ4 MT20 unless o�herwise intlica�etl. ��t�'��EP�,� ��/���
6)Gable requires conlinuous bol�om chord beanng. *�`: j ,,, Ufi. ��
])Gable studs spacetl at 14-0 oc. �a '�SST� ����
BI This Iruss has been designea tor a 10.0 psf bolrom chortl live batl nonwncurrent wilh any other live loatls. 1 i� �,.�� �F'p:,,4`,9-.
9i Provide mechanical wnneclion(by olhers)of lruss to�eanng plate capable of withslanding 1001b uplift atjoiN(s)33,2,34,35,36,3�. � ¢t•
38,39,40,41,42,43,44,45,46,d7,48,49,50,51,52,53.5d,55,56,57,58,59. ; ?E-))01222D �_
10)This truss is tlesigneC in accordance wi�h I�e 20061ntemational Resitlential Cotle sections R502.11.1 antl ft802.102 antl referenced ; p � � a ry
stantlaitlAN51/TPI.1. ^' 9 i SiA`�'N�� C
1 f)"Semi-ngitl pit�breaks inGuding heels'Member entllxity model was used in Ihe analysis anE Gesign of Ihis Wss. � '��•, •� �
12)Graphical putlin representalion does not tlepict�he size or ihe onentation o(�he putlin along ihe top antl/or bollom chorG. F St y�
LONDCASE�S) S�antlartl �frr fl„+""' ' `��p
July 16,2014
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iaenn�iee,nesinvii m�aesi rv nea�.amr aesi�ambmeeomv���msaie�ymio,mero��amiam�rv seen �.�..e�e irv.wm.m.or,e�.im-�:�anairo�� m„�„ro�. ENG/NEER/NGttc
supplied In the jobzl�e Oackage.The Imss tlesgnei or Imss tle5�8n enBinee�(a6o UeAneE as a specialry engineer�Is NOT Ibe Buiking Desgne�a�Ilre boiki�q.
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Job RMerence o �i nal
FROBUILD. MOORESVILLE.IN16159 ]qOSOC11120llMiTeklnOUSlnes.Inc.tueJU11512]6'C8201<Paget
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LOADING(ps/) $PACING 2-0-0 CSI �EFI in (loc) I/tle� Lltl PLATES GRIP
TCLL 20.0 Pla�eslncrease 1.75 TC 0.35 Vert�LL) -0.01 15 nlr 180 MT20 169/123
TCOL 70.0 lumberinuease 1.15 BC 021 Vert(TL) -0.01 15 n/r 120
BCLL 0.0 RepStiessinu Yes WB 024 Haa(TL) 000 16 nla n/a
BCDL 10.0 Code IRC2006RPI2002 (Malnx) Wntl(Ly 0.00 15 n/r 120 Weighl'1311b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No.2 TOP CHOR� SlruGUral wootl shealhing tlirectly applietl or 6-0-0 oc putlins, except
BOTCHORD 2x45PFNO2 enaverticals.
WEBS 2x4 SPF No2 BOT CHORD Rigitl ceiling tlireclly applietl or 6-0-0 oc bracing.
OTHERS 2x4 SPFS Stud'ExcepP WE85 1 ftow at mitlpl 8-22.7-23,9-21
B-22.7-23,9-21:2x4 SPF No:2.
REACTIONS Allbearings75-77-0.
Qb)- Max Hoa 28=281(LC 5)
Max UpIiX All uplif�100 Ib or less af joiN(5)23,2Q 25,2fi,21,20,19,18 excepl 28=J133�LC 4),16=-024(LC
5),27=422(LC 5).77=-415(LC 4)
Max Grav All reaclions 2501b or less at joinl(s)P3,24,25,26,21,20,79,18 except 28=407�LC 5),
16=399(LC 4),22=395(LC 7�,27=435(LC 4),17=428(LC 5)
FORCES Qb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less excepl when shown.
TOP CHORD 2-28=-212/259,23=-2071269,5-6=28/298,6-7=-25/366,7-8=-29/380,8-9=29/380,
9-10=-25/366,10.71=-26I298,1344=-202/2fi4,7446=207/254
WEBS 8-22=465l0 �
NOTES
1)Unbalancetl�rwf live loatls have been consitleretl for this tlesign.
2J Wntl:ASCE]-O5:90mph;TGDL=6.Opsf.BCDL=6.OpsY,h=25fl;Cal.II;Exp B;enclosed;MVJFftS Qow-nse)gable entl zane andC-C
Extenor(2)zone;cantileve�lef�and nght exposed;end vertical left ane nght ezposedjGC for members antl forws 8 MVVFRS for
reactions shown;Wmber DOL=1.60 plate gnp�OL=1.60
�3),Truss aesignetl for wintl loatls in Ihe plane o(the tniss only.,Por sWtls exposed to wina(normal to lhe face),see Stantlard Inaustry
Gatile Entl Details as_applicable,or consul�qualiletl builtling designer as per ANSI/rPl 1.
4)All pla�es are 7.5x4 MT20 wless otheiwise intlicated.
7)Gable s�utle spaced atn�-0�pom ne face orsewrely b2ced against iateralmovement(i.e.aiagonal web). y`,j�t�j���Pf�r��I'�!w
8)This Wss has been tlesignetl for a 10.0 ps/botlom chord live load nonconcurtent with any other Ilve loatls. "b '���T�� "�j.�`
9)Pmvide mechanical connection'(by alhers)bf ims3 to beanng plate wpable of withstandinq 1001b uplift at jainqs)23,24,25.2fi,p�,qp, \-'-Y�=,.�� �F�"� tn
19, IBexcePlGt'ib)28=433.76=424.27=422.17=415. � �,� � '*� �
10)This fruss is designed in accordance with�he 20061n1ema�ianal Resitlenlial Cotle seciions R502.17.1 and R802A01 and relerencetl �'E-}7Q72220 �
slandard AN51/TPI L � � ` A � �� � � �
11�"Semi-tlgid p�ichbreaks inGuding heels"Member end fziry model was used in t�e analysis antl design of ihis iruss. ', V '. STAT F �2 .�
IOADCASE(S) $tantla�tl '¢��t.'' .''.,y4' +'
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LOADING(ps� SPALING 2-0-0 CSI DEFL in Qoc) I/tle0 Ud PLATES GRIP
TC�L 20.0 Plateslncrease 1.75 TC 040 Vetl(Ly -OJ072-f3 >999 360 MT20 169/123
TCOL 10.0 lumberincrease �1.75 6C 0.36 Vert(TL) -0.2672-13 >711 240
BCLL 0.0 Rep Siress Inrs Yes WB 029 Hoa(TL) 0.01 12 n/a nla
BC�L 10.0 Code IRC20�6/TPI2002 (Malrix) Nhnd(LL) 0.011243 >999 240 Weight:1311b FT=20%
LUMBER BRACING
TOPCHORD 2x4�5PFNO2'ExcepP TOPCHORD SliucturalwooCShealhingdirecity.applietlor6-0-OOCpudins, except
8-71,1-3:2xfi SPF No,2 enE vertiwls.
BOT CHORD 2x4 SPF No.2 80T CHORD RigiE ceiling diredly applietl ar 10-0-0 oc bracing.
WEBS 2x4 SPf-S Stutl•Except'
8-13:2x4 SPF No2
OTHERS 2x4 SPF-S SNd
REACTIONS All bearings 6-0-0 except Ql=length)12=0-3-8.
(Ib)- Max Horz 2=249(�C 5)
Max UpIiR All uplif11001b ar less a�joint(s)12,16,18,17 excepl2=-111(LC 4)
Max Grav All reaclions 2501b or less al join�(s)4„78,19,i7 excepf 12=811�LC 1).
16=619(LC 1),16=619(LC 1)
FORCES (IC�-Max.Comp.IMaz.Ten.-Ail forces 250 Qb)or less except when shown.
TOP CHORD 7-8=-488/146,8-9�89/150,9-10=-86/269,1 04 2=2 6613 21,6-7=-325/91
60TCHORD 1445=]8/27Q.7344=-78/27�
WEBS 8-13=-67273,942=-570/0,G76=-Sfi3128,7-15=-319/86,fi-15=32IC7'!
NOTES
t)UnOalanced mof live loatls have been wnsiGered fo��his tleslqn.
2)NAnd:ASCE'!-O5:90mph;TCDL=6 OpsY,BCDL=6.Opsf;h=25tl',CaL II;Exp 8;enGOSeQ MVVFRS(low-nse)gable ena zone and C-C
Extetlor(2)zone;wntilevei len antl ngh�exposed;end vertiwl left and ngnt exposed;GC for members antl forces 8 MWFRS br
readions s�own:Lumber DOL=1.60 plate grip DOL=1.60 �
3)�Truss designed focwind loztls in�he plane of ihe iruss only. Por swtls exposetl lo wintl(normal to the face),see Stantlartl Intlustry
Ga01e.Entl Details as.applicable,or wnsull qualifed buiiding designer as per ANSI/rPl/.
4)Gable s�uds spacetl a14�-0 oc. tCi',CJ-'.�iPt�t{g�f. ,,`
5)This Iruss has been designed for a f 0.0 psf ba(tom c�ortl live load nonconcunent with any other live loads. ;�s�� /1
6�Provide mechanical conneclion(by olhers)of Iruss�a beanng plale wpable of wilhstanding io01b uplift aljoinl(s)12,76,78,f 7 except �'� � ,,, a�,* ��
(t=1b)2=177. .^`' q.lJ. '�jiST�h^� "+j'%
7�This Imss is aesignetl inacmrtlance with Ihe 2006 Inlemational Residential Cotle sections R502.11.1 antl RB@.102 antl re(erenceG 'p.� �q';tn �
stantlard AN51/TPI 1. �`Q ' :� .�-
8�"Semi-rigi0 pitchbreaks inGotling heels"Member end(zity model was usetl in t�e analysis ana design of this truss. � �E-1101222p �
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LOADING(psQ SPAqNG 2-0-0 C51 DEFL in Qoc) Ildetl Lld PLATES GRIP
TCLL 20.0 Plates Increase 1.75 TC 027 Vetl(Ly n/a - n/a 999 MT20 1691123
TCDL 10A Wmber�nrjease 1.15 BC 025 Veh(TL) n/a - nla 999
BCLL 0.0 Rep Stress Ina Ves VvB 0.13 Horz�TL) 0.07 15 Na n/a
BCDL 10.0 Cotle IRC2006/TP@002 (Malnx) � Weigh1:1441b FT=20%
�WMBER BRACWG
TOP CHORD 2i4 SPF No2 TOP CHORD Strucluralwood�shea�hing tlireclly applied orfi-0-0 oc pudins, except
BOT_CHORD 2x4 SPF No2'Ezcep�• end vetliwls.
7-27'2x4 SPF-S Stutl BOT CHORD Rigid ceiling direc�ty applietl or 10-0-0 oc bracing.
VJEBS 2z4 SP 2400F 2.OE WEBS 7 Row a�mitlpt 1d-15,13-16,1 P-17..11-18,1049
OTHERS 2x4 SPF-S S1utl'ExcepP
13-16,12-1�,1148,1049:2x4 SPF No2
. REACTIONS qll0eanngs 1840-8.
pb�- Max Horz 1=3B7�1C 6)
Max Uplifi All uplift 1001b or lessat joint(s)75,1,16;77,18,79,20,21,22,23,
24,25,26,27
Max Grav All reactions 2501b o�less al joinys)15,1,16,17,18,19,20,21,22,
23.24:25.26,27
FORCES (Ib)-Mas.Comp./Max.Ten.-All forces 250 Qb)or less excepf when�shown.
TOPCHORD L2=-336/181,23=-306/1�2,3-0=-290/172,45=-27V189;5-8=252/166
NOTES
1)l^hnd:ASGE 7-05;�90mph;iCD�=fi.Opst,BC�L=6.Opsh h=25R�,Cat.II;Exp B:encbseQ MVVFRS(low-rise)gable end zone and C-C
Extenory2)zone;camilever leh antl ng�t exposetl.;entl venical lett and righl exposed;GC br members and lorces 6 MN/FRS for
reactions shown;Lumber DOL=1,60 plate gnp�OL=1.60
2) Truss tlesignetl for wind loatls in ihe plane otthe truss only. Por stutls exposetl lo wintl(normal lo the face),see Standard Industry
Ga�le Entl Delails as applicable,o�ionsull qualified building designer as per ANSI/rPl�L �
3)All plales are 1.Sx4 MT20 unless o�herwise intlicatetl.
4)Gable.requires conlinuoue botlom chord beanng.
5)Gable sWds spacetl a11�-0 oc. �,ni1�7�:trrf�
7�Phovitle5mectiaNC I connecibo rb o�herssrof truss o b anlo�la enca ableuof w thsl nain�io016 u Ilift ai'oint s 15,1,i6.17,i e,is, .��`��J�'�'�P�� O�,�s�i�
( Y ) 9P P 9 P I 1 )
20.21.22.23.24,25,2fi.2]. 4:�1Q.a;��y1STG���"A�r
e�T�is Wss is Cesigned in accortlance wi�h I�e 20061ntema�ional Resitlenlial Code sedions R502.11.1 antl R802.102 antl referencetl �. Q t�`~
atanda�tl ANSIRPI 1. � �? '-� %
91"Semi-rigitl pilchbreaks indoding heels"Member entl fixity model was used in the analysis antl tlesign of ihis Imss. FE-31012226 �'
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LOAOING(ps� SPACING 2-0-0 CSI �EFL in (loc) I/de0 va PLATES GRIP
TCLL 20.0 Plales Increase 1.15 TC 0.03 Vert(LL) 0.0� 1 nlr 180 MT20 1971144
TCOL 10.0 Lumber Increase 1.75 BC 0.07 Vert(TL) -0.00 1 n/r 120
BGLL 0.0 Rep Slress Inu Ves WB 0.00 Horz(TL) 0.00 4 nla n/a
BCDL 10.0 Code IftC2008/rP12002 (Malrix) Wntl(LL) -0.00 1 Nr 120 Weigh1:71b FT=20%
LUMBER BRACINCa
TOP CHORD 2x4 SPF No.2 TOP CHORD SlrucWral waatl shea�hing tlireclly applietl or 1-4�-0 oc putlins, excepl
BOT CHORD 2x0 SPF No2 end vetlicala �
WEBS 2x4 SPF No2 BOT CHOR� Rigitl ceiling tlirec�ly applie0 or 10-0-0 oc bracing,
WEDGE
Lefl:2x4 SPF No2
REACTIONS (Ib/size) 4=36/1-4-0 (min.0-1-8).2=9911-0-0 (min.04-8)
Max Hoa 2=48�LC 5)
Max Uplift4=20(�C 5),2=22(LC B)
FORCES pb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less encept when shown,
NOTES
7)Wnd:ASCE 7-05;90mph;TCOl=6.Opst BC�L=6.Opsf h=25R;Cat.II:Exp B;enclosetl;MVVFRS Qow-rise)gable end zone and CC
Extenor�2)zone;cantilaver le(t antl nqht exposetl;end verlical lefl and nghl exposeB.GC for members and for<es 8 MWFF251or
reactions shown:CumCer DOL=1.60 plale gnp OOL=1.fi0
2) Truss designetl forwintl loatls in ihe plane of ihe imss only. For studs exposetl lo wintl(normal lo�he face),.see Standard Indusiry
Gable End�e�ails as apPlicable;or wnsull qualifed builaing designer as per ANSI/I'PI t.
3)Gable requires confinmus bottom chortl beanng.
4)Gable studs spacetl at 2-0-0 ac.
5)This Wss has been designetllor a f 0.0 ps�.botlom chord live load nonconcunenl with any olher live loads.
fi)Pmvitle mechanical connedion(by oNers)of lruss b Eeanng pla�e capable of wifhs�anding t001b uplift a1 joint(s)4.2.
7)This Iruss is designetl in acco�dance�wi�h Ihe 20061n�ema�ional Residenlial CoCe sec�ions R502.1 t.i antl R002.102 antl referencetl
standard ANSI/TPI 1.
8)'Semi-rigid pitchbreaks inGuding heels"MemDer entl�xity moEel was used in the analysis antl design ot Ihis tmss.
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TCLL 20.0 Plateslncrease 1.75 TC 0.72 Vert�LL) -0.00 5 >999 360 MT20 169/123
TCDL 70.0 Wmberincrease 1.15 BC 0.03 Vert�TL) -0.00 5 >999 240
BCLL 0.0 Rep Stress Inv Yes WB 0.00 HorzQL) -0.00 4 n/a nla
BCDC 10D Coae IRG2006liP12002 (MaVix) Wntl(�L) 0.00 5 >999 240 Weight:8lb FT=20%�
LUMBER BR4CING
TOP CHORO 2x4 SPF No2 TOP CHORO Slmcwral wooa sheathing Airectly applietl or 1-7-0 oc putlins, excep�
�BOTCHORD 2x4$PFNO2 enaverticals.
WEBS 2x4 SPF-S SWtl BOT CHOR� Rigitl ceiling tlirec�ly applietl or 6-0-0 oc bracing.
REACTIONS (Ib/sire) 5=157/03-8 (min.0-1-8),0=21/0-i-8 (min.04-8)
Max Hoa 5=100(LC 6)
Max Uplifl5=-7(LC 6),4=-78(LC 6)
Max Grev 5=151(LC t),4=29(LC 2)
FORCES Q�)-Maz.Comp.IMax.Ten.-All forces 250 Qb)or less except when shawn.
NOTES
1)Wntl:ASCE 7-05;90mph;TCDL=6.Opsf BCOL=6.OpsY h=25h;Cal.II;Exp 9;enclosetl;MWFRS Qow-nse)ga01e entl rone antl C-C
Extenor(2)zone;canlilever left and nghl exposea;entl vetlical left erposea;C-C/or members antl forces 8 MVVFRS for reactions
shown;W mber pOL=1.60 plale gnp DOL=1.60
2)This buss fias been tlesignetl lor a 70.0 psf botlom chorG live load nonwncunent with any ather liva loatls.
3)Beanng al joinl(5)4 consiGers parallel to grain value using ANSI/TPI 1 angle to grain formula. Builtling designer shoultl verify capatity
ofbeanngsurtace.
4)Pmvitle mechanical connection(by olhers)of tmss ta beanng plate at joinl(s)d.
5)Provitle mechanical connection(�y olhers)of imss lo beanng plale wpable o(wilhstantling 1001b uplitt al joint(s)5,4.
6)This truss is tlesignetl in acwrtlance with t�e 20061ntemational Residential Code secfions R502.11,1 antl R802A02 antl referencetl
standa�E ANSIRPI 1.
7)"Semi-ngid pitchbreaks inclvtling�eels"Member end�ixily motlel was used in ihe analysis ana aesign of ihis Wss.
LOAO CASE(5) Stantlartl
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TCLL 20.0 Platesincrease 7.75 TC 0.03 Verl(Ly -0.00 2 >999 360 MT20 169/123
TC�L 70A Wmberinclease 1.15 BC 0.01 Vert(TL) -0.00 2 >999 240
BCLL 0.0 Rep Stress Incr Yes WB 0.00 Horz�TL) 0.00 n/a n/a
BCDL 10.0 CotleIRC2006/TPI2002 (Mafnx) Wi�d(LL) 0.00 2 "" 240 Weighl'.6@ FT=20%
LUMBER BRACING
TOP CHORD 2a4$PF No2 TOP CHORD Struclural wootl shea�hing tlirectly appiiea ar 1-4-0.oc pudins, ezcep�
BOT CHORD 2x4 SPF No.2 end vertifals.
WEBS 2x4 SPF-S Stutl BOT CHORD Rigid ceiling tlirec�ly applietl or 10-0.0 oc bracing.
WEDGE
�etl_2x4 SPFS Stutl
REACTIONS (Ib/size) 2=101/0-3-8 (min.0-1-8),4=34I0-7-8 �min.0-7-8)
Max Horz 2=63(LC�6)
Max Vplift2=-10(LC 6),4=20(LC 6)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less excepl when s�own.
NOTES
1)Wntl:ASCE 7-05;90mph;TCDL=6.Opsf.BCDL=6.Opsf;h=25ft',CaL II;Exp B;encbsetl;MWFRS(low-nse)gable enE zone and GC
Exlerior(2)zone',canlilever left and nght expaseq;entl vertical left ezposeQGC�ormembers antl torces 8 MVJFRS for readions
shown;Wmber DOL=1.60 plate gnp DOL=1.60
2)T�is tmss has been designed for a 10.0 psf bollom chord liva loatl nonconwrtenl with any other live loads.
3)Beanng at join�(5)4 consitlers parallel lo grain vaiue using ANSIRPI 1 angie to grain.formula. 8uiitling tlesigner shoulG verify capadry
of bearing surtace.
9)Providemechanical wnnection(by olhers)of Iruss lo beanng plate al joint(s)4.
5)Pmviae mechanical conneclion(by others)ot truss to beanng pla�e capable of wi�hslanding 1001�uplifi a�joint(s)2,4.
6)This iruss is desiqned in acwrtlanw wi���he 20061n�emalional ResiEential Code seclions R502.11.1 antl R002:102 and referencetl
slantlartl ANSI/TPI�1. �
7)"Semi-ngitl pitchbreaks inGuding�eels"Member enE fxity model was osed in fhe analysis antl tlesign of Ihis Wss.
LOAO CASE(S)�StantlarG illRlfi ;.
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July 16,2014
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LOAOING(psf) SPACING 2-OA CSI DEFL in Qoc) uaen LJtl PLATES GftIP
TCIL 20.0 Plates Increase 1.15 TC 0:11 Ver1(LL) 0.00 8 Nr 180 MT20 169/123
TCDL 10A Lumberinuease 1.75 BC 0.07 Vert(Ty -040 8 n/r 120
BCLL 0.0 RepStressina Ves WB 0:19 Horz(TL) 0.00 8 n/a o/a
BC�L 10A CotleIRC2006/TPI2002 (Malrix) Wntl(Ly 0.00 8 n/r 120 Wei9hL69@ FT=20%
Ll1MBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHOR� SirucNral wootl sheathing tlirecfly applietl or 60-0 oc putlins.
BOT CHORD 2x4 SPF No1 BOT CHORD Rigitl ceiling tliredly appiied or 10-0-0 oc bracing,
OTHERS 2x4 SPF-S SWd
REACTIONS All bearings 20-2-7.
(Ib)- Max Horz Y--159(LC 4)
Max Uplifl All uplit1100 Ib or less al joint(s)2,13,14,17,10,8
Max Grav All reactions 2501b or less at joinl(s)Y,12,8 excep113=346(LG�10),14=269(LC 1),N=351(LC i i),
10=266(LC 1) �
FORCES Qb)-Max.Comp./Max.Ten.-All forces 250 Qb)or less¢zcepl when shown.
WEBS 4-13=-264/i41,641=-26B1143
NOTES
1)Unbalancetl mol live loatls have been considered for this desi�n.
2)Wnd ASCE 7-05:90mph;TCDL=6.Ops/;BCDL=G.Opsh,h=25t1;Cal.II;Eap 9;enclosetl;MWFRS(low-nse)gable entl zone antl GC
Ex�enor(2)zone;cantilever lefi and nght exposetl;entl vehical lefl ana nght exposetl;C-0(or members antl forces 8 MVVFRS for
reaclions shownj Wmber DOL=1 60 plate gnp DOL=1.60
3) Truss tlesigneA forwind loads in Ihe plane of ihe Uuss only. Por stutls exposetl to wintl(normal to Ihe face),see Stantlartl Inauslry
Gable End�etails as applica�le,or wnsult qualifetl tiuilding Gesigner as perANSIRPII.
4)Gable requires continuous boltom chora beanng.
5)Gable studs spaced at 4-0-0 oc.
�fi)�This Iruss has been Gesigned for a 10.0 ps�boltom chortl live loatl nonconcunenl wilh any olher live loatls.
�7)Provide meclfamcal connec�ion(by ol�ers)of tmss to beanng plate capable of withslanding 10016 uplift atjoint(s)2,13,1d.11.10,8.
8)This Iruss is designetl in acwraance wi�h the 20061nlemational ResiGenlial Code sectionsR502.11J and R802.10.2 antl relerenced
s�an4artlAN51/TPI L �,a�ll�(u���it
9);Semi-rigitl pitchbreak�nc99Yba k Tmss Conneclion Delail�/a C nneclion lo base Iruss as appl�cable,onc�on ul�qualified builtling �����a�}�EPtf ����i�/,
1� SeeStandard�lntlust Pi
designer. `��p.���UISTG��-0"����'`
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July 76,2014
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LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/tleil IJtl PLATES GRIP
TCLL 20.0 Plateslncrease 1.15 TC 0.1P Veh(LL) -0.00 1 n/r 180 MT20 1691123
TWL 10.0 Lumberincrease 1.15 BC 0.07 Vert�Ty -0.00 1 n/r 120
BCLL 0.0 Rep.Stress Inu Yes WB 0./9 Hoa(TL) 0.00 8 n/a nla
BWL 10.0 Code IRC2006/TPI2002 (Malrix) VNntl(Ly -0.00 1 Nr 120 Weight:641b FT=20%
LUMBER BftACINC�
TOP CHORD 2x4 SPF No2 TOP CHORD SWCWraI wood sheathing direc�ly applietl or 6-0-0 oc pudins, except
BOT CHORD 1x4 SPF No2 entl verticals.
WEBS 2x4 SPF-5 Slud BOT CHORD RigiG ceiling Girectly applieG or 10-0-0 oc bredng.
OTHERS 2x4 SPFS Slutl
REACTIONS All bearings 78-0-74.
(Ib)- Max Hoa 2=178(LC 5)
Maz UpIiH All upiift 1001b or less at joinqs)2,71,12,8 except 9=-10a(LC 7)
, Max Grev AO reac�ions 25016 orless aljoint(s)2,10,e excepf 11=347(LC 10),12=268(LC i),9=373(LG 11)
FORCES (Ib)-Max.Comp/Max.Ten.-All torces 250(Ib)or less excep�when shown.
WEBS 441=2fi41141,6-9=-284/155
NOTES
1)Unbalancetl ioof live loatls have been consitlered for this desgn.
4)Wntl:ASCE 7-05;90mph;TC�L=6.Opsh,BCDL=6.Opsf;h=25fl;Cal.II;Exp B;encloseQ MVJFRS Qow-rise)gaCle enE zone and GC
Ezlenor(2)zone;canlilever left antl dght exposetl;entl vertical left antl ngM exposeQC-0(or members antl forces 8 MVJFRS for
reaclions showq.Wmber DOL=1.60 plate gnp�OL=1.60
3) Truss tlesignetl/or wind loatls in Ihe plane oLthe Iruss only. For siutls exposeG to wind(normal to the face),see Stantlare Intlus�ry
Gable Entl Delails as applicable,o�consul�qualifetl builtling tlesigner as per ANSI/TPI 1.
d)Gable requires continuous bottom chord beanng.
5)Gable sWtls spacetl al q-0-0 oc.
6)This Wss has been tlesignetl!ar a.70.0 ps/bollom chortl live loatl nonconcumenl wit�any other live loads.
7)ProGiOe mechanical connection(by olh¢rs)af imss to beanng plale'capable of wilhs�antling 10a Ib upli(1 al join�(s)2,11,12,8 excepl
Q1=1b)9=104.
8j lalntlartl ANSIITPI jtl in accorGance wilh t�e 20081niemalional Resitlen�ial Cotle secfions R502.71.1 and R802:102 antl referenced l`+i��t��p��g;j,,,,``
9)"Semi-ngid pitchbreaks including heels"Member entl lixily model was usetl in the analysis ana tlesign of Ihis W ss. �' J „ d�C �q
70)See Standartl Intlustry Piggyback TrussConnection�etail for Connedion to base imss as appliwble,or wnsult qualifietl building v �P�;�Zy�a7G��.�j.`Y
tlesigner. � � .p, Yy:tt��
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July 16,2014
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IRQ��eIBL,-AN51?PI1,t�eBC5lsummarysbeeb,eM/orBC51(BVIl0ingCOmponenl5elelyln(omiaPon)aw4aWelromSBCAalwmr.SCdnJUSlry.comeManyrelatetllns�eXa�lonNlo�mellan ENC/NEFR/NG�m
supplieE In t�e joUSI1e bacFaOe.T�e Imss Ueslpner or Iniss tles18^en8�^ee�le6o 4efinN as a specialry engineer�is NOT t�e Buiqing Desqn¢�of Iba WiMifg.
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LOADING(ps� SPAGING 2-0-0 C51 DEFL in (loq I/detl Lld PLATES GRIP
TCLL 20.0 Plateslncrease 1,15 TC 0:13 Ven(LL) -0.00 6 n/r 180 MT20 169/123
TWL 70D Lumberinuease 1.15 BC 0.0] Vetl(Tq -0.00 6 n/r 120
BCLL U.0 ftep Stress Incr Ves WB 0.10 Horz(TL) 0.00 6 nla n/a
9C�L 10A Cotle IRC2006/1'P12002 (Malnx) Wnd(lL) 0.00 6� Nr 120 WeighP401b FT=20%
LUMBER BRACING
TOP CHORD 3x4 SPF No1 TOP CHORD Siructural wootl sheat�ing tlirecUy applied or 60-0 oc pudins.
BOT CHORD 2x4 SPP No2 BpT CHORD Rigitl ceiling tlirectly applietl or 10-0-0 oc bracing.
OTHERS 2x4 SPFS S�utl �
REACTIONS All bearings 70-11-14.
(Ib)- MaxNOrz2=-030(LC4)
Max UpIiX All upli(t 1001b or less at joint(s)2,6 except 10=-149(LC 6),8=-748(LC 7)
Max Grav All reaclions 2501b or less at joint(s)7,6�,9 excep1.10=290(LC 10),8=290(LC 11)
FORCES Q�)-Max.Comp.IMax.Ten.-All lorces 250(Ib)ocless except when shown.
NOTES
1�Unbalancetl roof live loads have been cansitleretl for this tlesign.
2)Wntl:ASCE 7-05:90mph;TC�L=6.Opsf BCDL=6.Opst h=25fl;CaL IC Exp B;enclosed;MYVFRS Qow-nse)gable entl zone an0 GC
Exlenor(2�.zone;canlilever left and nghl exposed;end vertical lef�antl nghl expo5etl�,GC tor mem�ers an0(orces 8 MWFRS for
reactions shown;Lumber DOL=1.60 plale gripDOL=1.60
3) Truss designetl for wintl loads in t�e plane of the Vuss only. For sWds exposeG ro winG(nortnal ro ihe face),see Slandard Intlusiry
Gable Entl Detailsas applicable,or consult quali6ed builCing designer as per AN51/rPl i.
4)Gable requires continuous bottom chord beanng.
5)Gable s�uds spacetl a14-0-0 oc.
6)Tbis buss has been tlesigned for a 10.0 psf bollom chord live load nonconwrtent with�any o�her live loatls.
])Pmvitle.mechanical connection(by others)of truss to beanng plate capable of wittislanding 1001D uplifl at joint(s)2,6 except Qt=1b)
70=749,�8=148.
e)This Iruss is designed in accortlance with the 20061nlemalional Residential Cotle seclions R504.17J and R802.102 and referencetl
stantlartl ANSI/TPI 1.
10)a�ee9��nderdhnd stry Piggyback Truss Conrnecli n Delail for Connection to base truse as appl�cable�or�cansui�qualifed builtling `;yliaC,���PtJi�r���/j,`,,
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A wnRriiHC v� �n a�ly �n �n c i r ni .nae i�tv e as� emr ro�M re ev en � .v rya re a � a e i ��n' rN,s
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naan'onzi pe��manem ou u�si�sell ty eraqnp oline�o e��Ism�uretlis me respon�slb'my onne����e�me oa,�ers a�mn nzee agem a.�ne e a na oes gne�.os��a�RC,me iac em 'ne�.
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suoni�en in me ioesne packaae�T�e wss aes'�a�e�o��n��s eesie���emee��aiso ean�,e a:a specmny a�gma�q�s rvor me a��amg oe:g�«o�m�omama.
Job Truss TmssTyDe �ly Pty weae�.'ooaacnnainHan
IB/B18B5
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LOADING(psp SPACING 2-0.0 CSI DEFL in poc) Vdefl L/d PLATES GRIP
7CLL 20.0 Plales hurease �1.15 TC 0.19 Vert(Ly -0.00 1 Nr 180 MT20 169I723
TC�L 10.0 Lumberinaease 1.15 BC 0.07 Vetl(fy -0.00 1 n/r 720
BCLL 0.0 RepSiresslncr Ves WB 0.id Hoa(TL) 0.00 6 n/a n/a
BGDL 10.0 CotleiRC2006/TPI2002 (Matnx) Wntl(LL) 0.00 1 Nr 12� Weig�t:301b FT=20%
LUMBER BRACING
TOP GHORD 2xd SPF No2 TOP CHORD SWCNraI wootl sheafhing diredly applietl or 6-0-0 oc pudins, except
" BOT CHORD 2x4 SPF No2 end verticals.
WE65 2x4 SPF-5 Slutl BOT GHOR� Rigitl ceiling drectly applietl or 1�-0-0 oc bracing.
OTHERS 2x45PFS5Wtl
REAGTIONS All beanngs 6-3-3.
(Ib)- Mai Horz 2=194(LC 5)
Max UpIiH All uplifti001b or less atjoiN(s)2,fi,7 ezcepl8=-748�LC fi)
Max Grav All reactions 2501�ar less at joinl(s)2,6 except 7=261(LG 1�,8=293(LC 1)
FORGES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES
1)Unbalanced roo�live loads have been consitleretl tor Ihis tlesign.
2)Wntl:ASCE 7-05;90mph;TCOL=6.Opsf;6CDL=6.Opsf h=25tt;Cat.II;Ezp B;enGOSeQ MWFRS Qow-rise)gable end zone anG C-C
Extenor(2)zone;cantilever lefi antl ng�t ezposetl;end veM1ical lett antl nghl exposetl�,GC for members an0 forces 8 MWFRS for
reactions shown;W mber DOL=1.60 plale gnp�OL=1.60
3� Truss designed(or wintl loatls in�he plane of Ihe Vuss only. For sluas exposed to wind(normal to�he tace),see Slandard Indusiry
Gable Ena De�ails as applicable,or wnsNl qualified buildinq designer as per ANSIlrPI 1.
4�Gable requires continuous boVOm chortl beanng.
5�6able sWtls spacetl a14-0-0 oc.
6�T�is Wss�as been designe�for a 1�.0 psf baVam chorG live loatl nonconcurtenl with any other live laatls.
��Pmvitle mechanical connection(by others)o(wss to beanng plate capable of withstantling 1001b uplit(at joint(s)2,6,]excep�QbIG)
8=148.
8)This Iruss is designed in acmrtlance wilh t�e 20061nternalional Residential Code sections R502.11.1 antl R802.102 an0 referenced
standard ANSI/iPl 1. ^�.:�:�I{t t p;�
9)"Semi-rigiE pilchbreaks inGuding heels"Member entl�xiry model was used in the anarysis antl tlesign af this tmss. p' Ga[PFir��`�g
10)See Standard Industry Piggyback Tivss Connec(ion�etail br Connection lo base lruss as applicable,oi consult qualifie0 building �� � ... �i�
eesigner. ``�'q.'���{�tSTt��Q"�.fi%Y
LOADCASE�S) Stantlartl � ¢i' �'6�1I012770 �;� ~
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� July 16,2014
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� q � �B 41M1 �J R� S� �( OJ I I)p I- Only MTeh canneda�Olale M1 A b d I IM1 1 J g 0 1 g I E Iq TA 1 E g E 'B�4 t s
P� � G �Ib� �M14 �9 �I� '911 5 mp0 �IOlpclea�eRnT�eOesg pl .beg UI , AbNy tl �IA' p 11 ypa? W �
b'N'g' IM1 p plAy 11� Ow NOOrv ! �� tl q 1 I� Bulp'nB�eS�ne�D AMS�?PII L 1 I 1 �0 g G � -Q tl I U JU Nm b
I mpres b kF g ly,n�1 b Ilp'g 1 OIi�yO �B A�� I�empa�ary�eSVanVUI gonalEreti�gloln 1�I�yJ g 1 tl " I�¢ ¢5pans0l�yoltpelruss�nslalle�.
Pdd Ianal permanent bu I4 np slati Itly Maung ol l�e overell s�mqum's Ne respons b IAy al l�e Pvneq I�e P.rne(s aN�otlted agenl o�I�e BuIN nB�esgnb,per I�e IRQ I�e IBC anJ
hN51/iPlt PorBeneulBUiDanceregarJingJesgnresponsibilAks,la�ricalion,qualirymnlml,s�ooge,4e11very,eretlion,blemlreslrainlanUJlagonal�ncing.wnsuM1t�elaleslMlfonollM1e '*
iac,meiec.nHSirtaitm�ecsf:�m�nry:neeis,a�erorecsi�e��a��acomoo�emsam�ymm,maim��a�namercomsecnm�.,..,,eu�e�:��r.wm.�ea�y�eiemnm:�.naro�mro���m� ENGlNEER/NCuc
supprce m mc�onsne oa<ka9e.Tne m,ss eesgner or�mss eesia�e�aineei(ana eennea as a soechny engmeep is HoT me euda'mg oesyner n�mc euiaLy.
bb Tmss TrussType �ty Ply wmae��a3crammHan
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LOAUING(psp SPACING 2-0-0 C51 OEFL in Qac) Vtleil Vtl PLATES GRIP
TCLL 20.0 Plaleslncrease 1J5 TC 0.04 Vert(Ly -0.00 1 n/r 180 MT20 t69H23
TCDL 10A Wmberinaease 1.15 BC 0.02 Ve�(TL) 0.00 1 Nr 120
BCLL 0.0 RepStresslncr Ves WB 0.17 Hoa�TL) 0.00 i6 n/a n/a
BCDL 10A CotleIRC2006/TPI2002 (Matnx) Vvind(LL) -0.00 1 Nr 120 Weight:941b FT=20%
LUMBER BRACING
'TOPCHORD 2z45PFNa2 TOPCHORD SWCWralwootlsheathingairec�iyapplietlor6-0-OOCpudins, excepl
BOTCHORD 2z4SPFNo2 endmerticals.
WE6S 2xd SPFS SWtl BOT CHOR� Rigia ceiling directly applie0 or 10-0-0 oc bracing.
OTHER$ 2x45PF-SStud
REACTIONS All bearings 18-0-74.
Qbj- MaxHOa2=778(LC5)
Max Uplifl All uplif�1001b or less a�jaint(s)2,22,�23,24,25,26,27,28;21,20,19,18,17
Max Grav All reactions 2501b or less al joint(s)2,22,23,24,25,16,26,27,28,21,20,19,18,i 7
.FORCES (Ib)-Max.GOmplMax.Ten.-Alllorws250(Ib)orlessexcep�whenshown.
NOTE$
1)Unbalancetl roof live loatls have been consitleretl for this tlesign.
2)Wntl�.ASCE 7-05;90mph;TC�L=B.Opsf;BWL=6.Opsf h=25ft;Cal.II;Exp B;enGOSed;�MWFRS Qow-nse)gable entl zone anC C-C
Exlenor(2)zone�,canlilever left antl nghl exposetl;entl vertical left and nght exposetl;GC for members antl(orces&MVJFRS for
reaclions showrc,Wmber�OL=1.60 plale gnp�OL=1.60 �
3) Truss designed for wind laads in ihe plane of the iniss only. Por sWds exposed to wind(normal to ihe face),see SlantlarE InEUStry
Gable End Details as applicable;or consull qualifed building designer as per AN51/rPl 1.
4)Allplates are 1S[4 MT20 unless otherwiseindicated.
5)Gable requlres continuws bollom chord bearinq.
6)Gable stutls spacetl a11d-0 oc.
7)This�mss hasbeen tlesignetl(or a 10.0 psf bo��om chortl live loatl nonconcunent wifh any olher live loatls.
8)Provitle mechanical connection(by others)of Wss to beanng plate capable of withslanding 1001b upli(t at joinl(s)2,22,23,24,25,26,
2],26.21.20.19, 18,77.
9j tendard ANSI/rPl�a in accortlance with Ihe 2006Jntemational Residential Co�e sections R502.1 t.t antl R802.102 antl referencetl ` yi�:ti'���P�irFitpttr
10)"Semi-ngid pitchbreaks inGuding heels"Member end fxitymoGel was usetl in the analysis and design of this irusa �• Sa �� '��i�
11)See S�antlartl Intlus�ry Piggyback TrusS Cannection�etail(or Connection lo base Imss as applicable,or consult quali�etl�uiltling .�� q-`'�. '�j�ST�hi'- '�J+�r
designer. .�'Q;"^4' F`O�':fi�;.
LOA�CASE�S) Standard � p�-7�4}lg�{j =
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July 16,2014
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b N 9' IM1 P �I�y I�M1�Ow IM1¢Ow � ' a 1� tlep��IorN B'N'g� g perFN51?PI1 Lale I 1 IC g 1 � "d dualwe�anCC�o�Om¢m0ers
mla�wmp�e onGUCkingonly,nol�or�uyngslaOM1�yamunB�AdEAbnallemporaryre512MO'eponalGradnglon eslaGltlyJUnnBwnslmq'on'S1�e�e5ponsbA�yoltM1elmss'nslaAer,
AaEAlonel pemianm�EuIMinO Slabi�My�racinp o/�M1e overall slruclum is IFe responsibil�y ol�he Owne�,�p¢qvne(5 aulM1onmJ agenl or��e BuiHing�eslgneq per I�e IRC,I�e IBC anJ
ANSIRPII. FO-g � I9uitlancerg�agd q p IdIH' �Ibitralanpuallywn�ml,slog ,�l' ry tl ,It� l IeIn1aEEB a�OmcnB�onsuM1lM1elales�NllonolPe "
iec,m�iec.nrvs��cii meaesi �mma�ysna��,a�amrecs�ema���ycomv��e��sero�vmi maro��a.rianeromsacn-a�w««sewe ey.�ma�ea�yai.me-�sianero�'�mrmnro� £NGINEER/NGuc
supplied in I�e jobsile package.Th¢Imzs E¢sgn¢�a�Imzs tlesi0���Bi�eei(a6o Jefined as a sp¢cialry engineerj is NOT I�e BuAEin9 OeziB�e�e���e WiMinp.
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Plate OHSets IX Yj_�27:0-3-0 0-301
LOAOING(ps� SPACING 2-0-0 C51 DEFL in (loc) I/tleA L/tl PLATES GRIP
TCLL 20.0 Plafeslncrease 1.15 TC 0.�3 Vert(Ly 0.00 1fi Nr 780 MT20 169/123
TC�L 10.0 lumber Inaease 7.15 BC 0.02 Vert(TL) 0.00 17 Nr 120
BCLL OA Rep Stress Incr Ves WB 0.11 Horz(TL) 0.00 16 nla n/a
6C�L 10.0 CotleIRC20o6/rP12002 (Malrix) Wntl�LL) 0.00 16 n/r 120 WeiqhC991b FT�=20%
LUMBER BRACING
TOPCHORD 2x45PFNO2 TOPCHORD SlrucWralwootlsheathingdirectlyapplieaorGO-OacpJdins,
BOT CHORD 2x4 SPF No2 BOT CHORO Rigitl ceiling diredly applied or f 0-0-0 oc bracing.
OTHERS 2x4 SPP-5 SWd �
REFCTIONS All bearin9s 20-2-7.
(Ib)- Max Hoa P=-759(LC 4)
Max Uplifl All uplitl]OO lb or less al join�(s)2,25,26.27,2$.29,30,23,22,21,20,19,18
Max Grav Aq reaclions 2501b or less at joint(s)2,2q 25,26,27,16,28.29,30,23,12,21,20,19,18
FORGES (Ib)-Max.Comp,/Maa.Ten.-All forces 250(Ib)or less excepl when shown.
NOTES
1)Unbalanced mo!live loatls�ave been considered torthis tlesign.
2�Wind:ASCE 7-05;90mph;TC�L=6.OpsY,BC�L=6.Opsf;h=25tt;Cat.II',Exp B;endosetl;MVVFRS(low-nse)gable end zone antl C-C
Extenoq2)zone;cantilever lefl antl ngh�exposed;end vertical letl and nght exposeQC-0 for members and forces&MVJFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3� Truss designetl for wintl loads in the plane of��e truss onfy. For stutls exposeE lo wind(normal lo Ihe lace),see StanGartl Induslry
Gable EnG De(ails as app�ica�le,or wnsWt quali(etl building tlesigner as per ANSIRPI 1.
41Allplate5 are i.5x4 MT20 unless othe�wiseintlicated.
5j Gable requires continuous bollom chora bearing.
6j Gable slutls spacea at iJ-0 oc,
�1 This tmss has beeRGesigned for a 10.0 ps(�ottom chortl live loatl nonconcurtent with any other live loatls.
el Pmvide mechanical connepion(by o�hers)of truss to beanng plale wpaDle of wi�hstanding 1�O Ib upliR al join�(s)2,25,26,27,2B,29,
3q 23,22,21.20.19.18.
9)This Iruss is tlesignetl in accordance with ihe 20061ntemalional Resitlential Code sedions ft502.11.1 anG R802d02 and referencetl
s�antlertlANSI/TPI L ���=}�p(����tj .
10)'Semi-ngid pitchbreaks inGUtling�eels"Member end�ziry moael was usetl in�he analysis and tlesign of this truss. ``�xi����Py -�t�``
11)See Stantlartl Indusiry Piggyback Truss Conneclion�etail br Connection lo base Imss as applicable,or consult�qualifed builGing �� � ,. ��4^ �i�
designer. '`�y-a v��15T�'�i�,1'�'�js''¢
LOAD CASE(5) S�antlartl ? � ;�� � :fi� �
y PE-1�012220 ;
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Job Tmss T�ussType pry ply weegeruoEaJCraiwinHan
B1d�1)1fi1 p9EW GAB�E � � IB<!]88!
PROBWL�. MOORESV�LLE,IN/B156 1�}OSOCIN2013MiTeklnJUSIneS.InaTUeJUIISR')6'.A2�1CPage1
I�:V_xNIEH01L8yt6562NryFZ9HKl-5mWW9jW6q0aeR8NPZ1 rD�1 NYF31?HKPtlLACpsyxpV
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6
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LOADING(ps� SPACING� 2-0-0 CSI DEFL in (loc) I/tle0 L/d PLATES GRIP
TCLL 200 P�ateslncrease 1.75 TC OA4 VeryLL) 0.00 70 nlr I80 MT20 1fi9/123
TCDL t0A Wmberincrease t15 BC O.W Vert(Ty 0.00 10 Nr 120
BCLL 0.0 Rep Stress Ina Yes WB 0.06 Harz(Ty 0.00 10 nla n/a
BC�L 10.0 Cotle IRC20o6/rP12002 (Matnx) Wntl�LL) 0.00 10 n/r I20 Weigh1:531b FT=20%
LUMBER BRAQNG
TOP CHORD 2x4 SPF No1 TOP CHORD Siruciural wootl sheathing tlirectly applied or 6-0-0 oc putlins.
BOT CHORD 2x4SPF No2 BOT CHORD Rigitl ceiling direclly applietl or 10-0.0 oc bracing.
OTHERS 2x4 SPF-S SWtl
REACTIONS Allbeanngs1041-04.
QO)- Max Hoa 2=-130(LC 4)
Max 11pliX All uplift 1001b or less aljoint(s)2,10,76,17,18,14,13,12
Max Grav All reactions 2501b o�less at joinl(s)2,10,15,16,77,18,14,13,12
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 Qb)or less excepl when shown.
NOTES
i)Unbalancetl roo!live loatls have been consitleretl for ihis Eesign.
2j Wnd:ASCE 7-05;90mph;TC�L=B.opsf;BCDl=6.Ops/;h=25ft;CaL II;Exp B;encloseA;MWFRS(low-nse)gable entl zone anC PC
Exfenor(2)mne:cantilever IeR antl ngM1l exposed;entl verlical left an0 nght exposetl;GC(or members antl(orces 8 MWFRS for
reaclions shown;Lumber DOL=1.60 plale grip DOL=1.60
3) Tmss Gesignetl lor wind loads in the plane ot Ihe Wss only. For studs ezposetl lo winG(normal to Ihe face),see SfantlarG Indusiry
Gable Entl�etaiis as applicable,or consult qualifietl builGing designer as per AN51/rPl 1.
4)Sable requires continuous bottom chord bearing.
5)Gable studs spacetl a�1-0-0 oc.
6)This Wss has been designetl br a 10.0 ps!bottom chord live load nonconcurtent with any olher live loads.
7)Pmvide mechanical wnnection(by olhers)o(truss lo beanng plate capable of withstantling t001b uplift atjoinys)2,70,1fi,1],18,14;
13.12.
8)This Iruss is tlesigned in acwrdance with ihe 2006 Inlematianal Resitlential Code sections R502.H.7 antl R802.102 and re/erenceE
standzrtl ANSIRPI L �
�9)'Seml-riB�d�pitchbreeNSYIncl�ued�back�TrussConbne�ctin�ehailto�.CornnectlontobaseWSSlasaatlllcable�orconull uafified0ulltlin 't�i��r�Pp ���'%s�!
70 See Stantlard Indus� Pi PP q 9 1, } t -0�
designer. � v
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July 16,2014
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Job Truss TmssType �ty piy weeye.o�ancnmmHan
IBde]BB9
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1-0.0 ]-91C Gi-00 6-0-B 1-tt-0 3EA �
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l.00 12 6x16 % b
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<M° Jx0 °Jv< °3xd = Jx6 ° JMB ° Jv6=
2-10.] I4-04] I6]-1D F1-9-15{ 1341.�t51-�_21-1�-0
� 440.1 1-9-8 14-03 1EJ 61-9 1-1-9 G9-15
Plale OHSets IX Yl: I5�0-11-12 0-3-01
LOADING(psQ SPACING 2-0-0 C51 DEFL in (loc) vaen Lld PLATES GRIP
TCLL 20.0 Plateslncrease 1.15 TC 0.40 Vert(Ly -OAt 12-13 >99g 360 MT20 169/123
TCDL 10.0 Lumberinvease 1.15 BC 0.45 Ven(Ty -02912-13 >90� 240
. BCLL 0.0 Rep Stress Incr Yes VJB 0.95 HorzQL) 0.04 12 n/a n/a
ECDL 10.0 Cotle IRC2006/TPI2002 (Matnx) Wntl(LL) 0.04 16 >g99 p40 Weight:1251b FT=20%
LUMBEk BRACING
TOP CFIORD 2x4 SPF No2'ExcepC TOP CHORD Siruduralwootl shea�hing tlireclly applietl or4-343 ocpudins, except
8-11,1,3:2x6�SPFNo1 entl vehiCals.
BOT�CHORD 2x4 SPF No2 BOT GHORD Rigid ceiling direclly applied or 10-0-0 oc bracinq.
WEBS 2x4 SPF-5 Slud'Except• �
8-73:2z4 SPFNo2
REACTIONS Qb/size) 2=926/0-3-8 (min.0.7-8),72=1032/038 (min.04-10)
Max Hoa 2=249(LC 5)
Max Upliflp=-75(LC 6),12=-91(LC 7)
FORCES (Ib)-Max.Comp./Max.Ten.-All brces 250(Ib)or less except when shown.
TOPGHORD 7-8=-726/i61,e-9=-72V765,9-10=95270,10.12=276/322.2-3=44581117,
3-0=-1700A39,4-5=4659l147,G7=-12601137,5-6=4444I748
BOTCHORO 2-18=ggryp70,77-18=ID�H6]4,1617=A1/1461,iSi6=-08/7171,1445=-36I980,
1344=-36/980,12-13=0/286
WEBS 8-13=88/532,9-12=-735/1,646=-51/359,7-75=0/492,645=339I48,7-03=683/173,
5-16=-0fi3/fi9,3-18=-23/472
NOTES
1j Unbalanced rool live loaas have been considered tor ihis design,
21 Wi�tl:ASCE 7-05;90mph;TCDL=6 Opsf;BCDL=6.Opsf;h=25fi;CaL II;Exp B;enclosed�,MVVFRS(low-rise)gable end zone and C-C
Eztedor(2)zone:cantilever left and dght ezposetl;enG vertiwl lett and nght exposetl;GC tor members and forces 8 MWFRS for
reactionsshown;.Wmber�OL=1160 plate gnp OOL=1.80
3j This liuss has been tlesignetl lor a 10.0 psf boltom chortl live loatl nonconcunenl wi�h any o�her live loatls.
O)ProviGe mechaniwl conneaion(by o�hers)of Imss lo beanng�plate capable o�wilhs�anding 700 Ib uplitt al joim(s)2,72.
5)This Iruss is designetl in accordance with Ihe 20061ntemafional Residential Code sections R5�2.N.1 antl R802.102 and referencetl t,1,+'.d'C���t+t;J. ,
stantlartlANSI(�PI1. `;.t �a�PF} J�^
67"Semi-rigid pitc�breaks including heels"Member entl�ixiry moGel was usetl in the analysis and design of ihis buss, t• � ,,, d � .q
.`� q°�� . '{�VST�,Y �"{��l�r
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Job Tmss TrussType Oly Ply weagewaoeaacranainHan �
I8�8I880
01<�1)1fil T03 Cammon ?. 1 �
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FR09UIL0. MOORESVILLEIN�615B ']AJOSO11�30llMITeklnaustries,NaTUeJul151}'.J6:5530t� Pegel
ID'.V_x W EHOILByt65621�myFi9HKl-LyAUM3vly]BRF�jaz�V4mDZXflKpkM Ys?w9M lyxpl6
�1-0.0� �-0-8 I 8-11-8 I 1338 I 1J-01-0 1�11-�1
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5
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dx6 G 3x8 = �'6 �
§-11§ 1J41-0
e-n-e ' e-ii-e
Plate OHSeIS IX Y1: 170-3-8 Edge�[8_0.5-iS.Etlpe1
LOADING(ps� SPAGING 2-0-0 CSI DEFL in Qoc) I/tle� Utl PLATES GRIP
TCLL 20.0 Plateslncrease 1J5 TC 0.13 Ven(LL) -0.0910-78 >999 360 MT20 769H23
TC�L IUA Wmberincrease 1.15 BG 0.35 Vetl(TL) -02210.18 >987 240
FCLL 0.0 RepSVessincr Ves WB 023 Hoa(Ty 0.02 2 n/a nla
BCDL 10.0 Cotle IRC2006/rP12002 (MaMx-M) Wintl(LL) 0.03 10-14 >999 240 Weight:B2 Ib FT=20%
LUMBER BR4CING
TOP CHOR� 2z4 SPF.No2 TOP CHOR� SWCWraI wood shealhing tlirectly applietl or 6-0-0 oc pudins.
80T CHOR� 2z4 SPF No2 BOT CHOR� Rigid ceiling direc�ly applied or 10-0.�oc bradng.
WEBS 2z4 SPF-S SWtl'ExcepP
5-1 q 2z4$PFNO2
SLIOER Lef�Zx6 SPF No21-6-0,Right 2x6 SPF No2 1-fi-0
REAGTIONS (IO/size) 2=777/0-3-8 (min.0-7-8),8=777/0-&8 (min.0-1-8)
Max Horz 2=-212(LC 4)
Max Uplifl2=-09(LC 6),8=-49(LC 7)
FORCES (Ib)-Max.Camp./Max.Tea-Allfo¢es250(Ib)orlessexceptwhen�shown.
TOP CHOR� 2-3=-600/0,7-0=-746/105,4-5=-599/153,SS=-599/753,6-7=-746A05,7-8=600/0
BOTCHORD 2-11=55/477,10-01=-55/477,8-10=0/477
Y/E85 5-10=121/491
NOTES
t)Unbalancetl mof live IoaGS have been considered for ihis tlesiqn.
2�W�ndd ASCE 7-05;90mph;TCDL=fi.Opst,BCDL=6.Opsf;h=251P,CaL II;Exp 8;encbsetl',MVVFRS Qow-nse)gable enG zone and FC
Extenor(2)zone;cantilever IeX and ngh�ezposetl;entl vetlical left anG right ezposeQC-0 for members antl forces 8 MWFRS/or
reac�ions shown;�Wmber DOL=1.60 pla�e gnp DOL=7.60
3�T�is Imss M1as been Jesigned fo�a 10.�pst bottom chora live loatl nonconcurrenl wi��any other live loaas,
4)Pmvide mechaniwl conneclion @y others)of iruss lo beanng plale�capable oi wilhstanEing 1001b upiiil atjoint(s)2,e.
5)T�is Wss is tlesigneG in accortlance with the 20061ntemalianal Resitlential Cotle.seclions R502A 1.1 antl R802A02 and referencetl
slandard ANSIRPI 1.
6�"Semi-ngid pitchbreaks inGutling haels"Member end fxily model was useE in ihe analysis antl design of ihis tmss.
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iac,m�iac,nHSirtvi� meecsi:m�n:neei:,.�ao�ecs�e✓amecomoo�ems,r��yim�aro��e�,iemervamsecn.��:x'e�:�rv.wm�+�.�y=ia�=a'�naimr�'�m��aro� ENGINEERINGuc
supvi�ea�n me ionsne oackaee.me wss ees'�e�«o�wss aena���a�neei�aisa eermee as a sce��any enqmeep�s Nonne a�aemq oesre�e�oi me nmu�ny.
Job Truss Tmss Type pty ply weagevnaa aa cranain Han
19<8IE91
B10�1118] T00 PIB9YbackBaze � �
Jo�Referenw o lional
PAOBUILO, MOORESVILLE.IN<B158 ).�JOSOC11610llMIteklnUU5lnes.InG TueJUl1512:]6-56101/Peget
Ip:V_xNl EHOILBy�6S621vryFZ9H KI-pBeGaPwwjR H Illim%OaJI R64C3f�T8wh4f(ukyxpl5
-1-0.q S60 � 114-2 I 1J-HA � 3JdE 2]-0-] 3PJ-8 3 -3-
1-0-0 S60 S]-1 F9-i4 Sy6 C4q] 0-B-5 -0-0
Iz6 = JxY = �� = Sale=I:]5.9
5 6 �
12.00 12
Sx6/i -19 � 1.5xC G
e
4 6 ]1 r�
� d
�5 _ 11 g
1 ��ID
3 141d I
� o
81� 1.15 5r12 = 12 d
d . 3ze = Sx12 II
1] 18 15 14 4x6 A
3r12 II tfixa II �'6= ��e= ya II
<x6//
SGO t1-t�, 1]41-0 23-24 32_]-H
� S60 S]-2 6314 S&6 � 94-2
PlateOffselsIXY1: 12:0-5-15Edae],�4:0-3-003-01 f5'A-6-40-1421 f7'0-4-00-i-721I10-0-5-15Edge1113'0.600-4-Oi
iOADING�ps� SPALING 2-0-0 CSI DEFL in Qoc) I/tleil Ud PLATES GRIP
TCLL 20.0 Plates Increase 1./5 TC 0.40 Vetl(LL) -0.13 12-24 >999 360 MT20 169/123
TWL t0A Wmberincrease 1.15 BC 036 Vert(TL) -0.3272-24 >548 240 �
BCLL 0.0 Rep�Stresslnu Yes WB 025 Harz(TL) -0.02 10 n/a nla
BCDL 10.0 CotleIRG2006lTPI2002 (Matriz-M) Wntl(LL) 0.0217-20 >999 240 Weight:181�1b FT=20%
LUMBER BRACING
TOP�CHORD 2a4 SPF No2 TOP CHORD SWCtural wooA shealhing directly applied or G-0-0 oc pudins,except
80T CHORD 2x4 SPF No2 2-0-0 oc putlins(6-OA max.):5-7.
WEBS 2x4 SPF No1'Except• BOT CHORO RigiO ceiling Oireclly applieE or 70-0-0 oc bradng, Excepl:
d-17,445,13-15,8-12:2x4 SPF-S Stutl 5-1-0 oc bradng:7344.
SlIOER Left 2x6 SPFNOI 1-fi-0,Righ�2x6 SPF No2 1-6-0 1 Row al mitlpt 6-13
WEBS 1 ftow a�mitlpl 4-75,5-13,7-12
REAGTIONS Qb/size) 2=792/0-3-0 (min.0-1-8),14=124610.3-8 (min.0445),70=666/0-3-8 (min.04-8)
Max Hoa 2=258(LC 5)
Mex Uplilt2=67(LC 6),14=94(LC 5),10=-84(LC 7)
Max Grav 2=797(LC 10),74=124fi(LC 7),10=677�LC 71)
FORCES (Ib)-Max.Comp./Max.Ten.-All Porces 250 Qb)or less excepl w�en shown.
TOP CHORD 2-3=-006/0,3-4=491/124,4-5=53ll211,7-8=-0SBH78,8-9=-610/131,9-10=-691/0
BOTCHORD 2-17=232/492,16-17=435/491,1546=435/491,1344=4787/128,6-13=-141It82,
10-12=0I388
WEBS, 4-15=301/190,5-15=69/352,13-15=-79/29d,5-13=-388/59,Ft2=6/368
NOTES
1�UnbalanceG roof live loaas have been consitlered 1or Ifiis tlesign.
21 Wintl:ASCE 7-05;90mph;TG�L=6.�psY,BCDL=6.Ops�;.h=25rt;Cal.II;Exp B;enclosetl;MWFRS Qow-rise)gable ena zone antl GC
Ezlenor(2)zone;can�ilever lefl antl right ezposetl�;end veqical IeR and nghl ezposetl',C-C for members antl forces 8 MYVFRS for
reactions shown�,Lumber�OL=1.60 plate qnp�OL=1.60
3�Provitle atlequate tlrainage to prevenl waler pondinq.
4�This Iruss has�een tlesignetl for a10.0 psf bollom chortl live batl nonconcurtenl with any other live loads.
51 P�ovitle mechanicalconneclion(by others)ofirusslo beanng plafe capable ofwiths�antling 1001b upliflatjoinl(s)2,14,10.
6 s�antlartl ANSI/TPI�d in acwrdance with the 20�61nlemdlional Residen�ial Code sections ft502.i 1.1 antl R802.102 antl referenced \���+'�S�pF{ ���'���i,,
]) Semi-rigid pilchbreaks inclutling heels"Member end(zilymodel was usetl in t�e analysis antl Gesign of ihis iniss. ti a ,,,,, Q�( r
8�Graphical pudin representation tloes nol Gepict the size or Ihe onentation af ihe pudin along Ihe top and/or boltom chord. � g.�:"UtST����"+j.%r
� ..5. ..�r�L C' t. Sh
LOADCASE(5) $�antla�0 ^� �,� r � �%� %
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July 16,2014
� WARNING PI 1� gM1ly " 1� C 1 ( Fh Idg Io1P B M51 4 dT I M Itl Cp 0d � ��.V tyU g 0 � .^d U 01! IM1 T ss
� q D Ig a1M1 OJRI � Sp 1( �'OJ1qCef 0 OIyMTh d pll lrllb J� IM1 1 4 g U �pl Oe IJ Tti I e g e 'q'J' 15
pl fr P UIIYI l� 4 g II� 5 9kt mpo e�0 ptl tln ' T� G g �pl � I J B 4� , �n LI�Y tl � �IA p IN YVe� N e
E Itl g �� m po blty II� Ow �� Ox e 1� tlx tl g �orm B I4 gD g e pe ANSIRPII L 1 I t �J iy f � 'd J 1 � ecn em ee
I mp �s L kfi g nly.n tlo�baW'ngsb0lilyb ng.AGJhlonell mporery2slrenVtll gonal�rainglo'n urestaelnyeunngc Vuqo rs�M�espans�iAYO1lM1eluss�nslaller.
I�QUlronal peimanenl Gu Wing s1abJ�y�raung ol�M1e overall s�mtlurt is I�e Fee�nxi�ilny o�I�e Wner,llm pwnel5 eul�ntlred a8en1 or t�e Bml�ing OeSipneq per IM1e IRC,Ihe 16L antl
AN51?PILPorp¢nerzl0�ltlance�¢BeMingdesgnresponsi�iplln,-IffiricalioryQOali�yconlml,s�orage,Jelivery,eretlian,laleral«51nin1aM41aBanalO�aci�p,consuXlM1elaleAMtlionollM1e '"
iec,meiec,nHSinPii,in�ecsi:�mma�rmes�:,:�aro�ecsi�e��aioecomoo����sam�ymm�aro��e.anam�o-omsecnai....,.�.�e����e�s�y.�ma�ea�y«ia��amsiapaue��mo�aro� ENGINEERINGac
supplied in IM1e jobsile package.T�e Vuss Eesign¢r or Imzs Eeslgn¢npin¢m pKO EefineE as a speclally en8ineer)Is NOT t�e Buil�ing Oesg^er ol��e Wlldi�g,
Job Truss Truss Type ply Ply Weaqewnoa a�cranain nan
IBL9]003
814<IH9i T0� PIGGYBALK 9ASE 1� t
' J DR t ! 1' 11
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560 I 114-0 11-01-0 I ]32-fi -�� 4)qd I J2-}8
5-&0 S]-1 � 6&1� S}6 C�-13 0.&5 �
AxB = Je< = Irt = SuIe=LP66
C 5 6
1200 12
a
�Sxe i -�� 1.Sx0 �i
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\
3 S1 9
d � 6
1
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11
ol -�J Se12 = t�
0 4 , tb14 0s8— 5x1] II
15 14 13 12 4s6 �
9x12 II 1.5xd II �� 3x0° �*4 II
CR6�/
� S60 11-0-2 � 1]41-0 � 2}2-6 � ffi38
S60 S]-4 69H S}5 g�.p �
PlateOHSetsIXV1_[1:0-SiS�.Etlaell3'0-3-00-3-01 (4:0-6-40-1421 f6:0-4-00-1-72L_L�5_iSEtlqel f11:0.6-00-4-01
LOADING(psQ SPACING 2-0-0 CSI DEFL in (lac) IItleO Vtl PLATES GRIP
TCLL 20.0 Plates In�rease 1.75 TC O.dO Vert(LL) -11.13 10.18 >999 360 MT20 169/723
TCOL 10A Wmberincrease 1.15 BC 0.36 Vetl(TL) -0.3210-08 >543 240
BCLL 0.0 Rep Siress Incr Yes WB 025 Hoa(TL) -0.02 9 n/a nla
BCDL 10.0 CotleIRC20�6/TPI2002 (Mafriz-M) Nhnd(LL) 0.031048 >999 240 Weig��:1771b FT=20%
LUM6ER BRACINCa
iOP CHOR�' 2x4 SPF No2 TOP CHOR� SWqural wwE sheathinq directly applietl or 6-0-0 oc putlins,except
BOT CHORD 2r4 SPF No2 2-0-0 oc pur�ins(60.0 max.):4-6.
WEBS 2x4 SPP No2'ExcepP BOT CHORD Rigitl ceiling Eiredly applied or 10-0-0 oc bracing, Excepl:
345,3-13,11-13,7-10;2x4 SPFS SWtl 5-4-12 oc bradnq�7 7-72.
SLIDER Left 2x6 SPF Na.2 1-8-0.Righl2x6 SPF No2 1-fi-0 1 Row at mitlpt 5-1-0
VJEBS 1 Row at midpt 3-13,4-N
REACTIONS (Ib/size) 9=617/0-3-8 (min.04-e),1=740/0-3-8 (min.0-7-8),72=1226/0-3-8 (min.0445)
Max Hoa 1=264(LC 5)
Max Uplifl9=<9(LC 7),1=2](LC 6),12=-99(LC 5)
MaxGrav9=fi25(LC/1),1=741(LC 10),72=1226(LC 1)
FORGES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD L2=-029/0,2-3=-804/118,34=541/204,5-6=-258/173,6-7=473/177,1-8=620/131,
8-9=-714/0
BOT CHORO 145=-239/503,1415=144/501,7344=-144/501,11-12=-0168/133,5-11=-731I184,
9-10=-9/400
WEBS 3-1J=30fi1193,4-13=-61/352,17-73=-89I301,a11=-312/59,5-10=10/355
NOTES
11 Unbalanced mof liveloatls have been consideretl for this tlesign.
2j Wntl:ASCE]-O5;90mph;TC�L=6.Opsf;BCDL=6.Opsf h=25fi;CaL IC Exp B;enGOSeQ MWFRS Qow-nse)ga01e entl mne arid 0.0
Extenor�2)zone;cantilever leh antl nghl exposed;entl vertical let�antl tlg�l ezposed;CL tor members and torces&MWFRS far
reactions shown:Lumber DOL=1.60 plate grip DOL=1.60
3)P�oviGe adequate drainage to prevent water p6ntling.
4)This Imss�as been designetl/or a 10.0 psl boltom chortl liva loatl nonconcuRent with any olher live IoaES.
S��Pmvitle mechanical connection(by others)of Imss lo beanng plate capable of wilhstanding 1001b upliR al joinl(s)9,1,12: �.itll�iflHpt
6)T�is truss is designetl in accor8ance with�he 20061ntemational Residential Cotle sections R502.77.1 and R802]02 anC referenced zti'' ' t'/q
�� �p5EPFi O ''�,
standardANSI/TPI7. . � l
�)"Semi-ngid pifchbreaks incJuding heels"Member entl fxity moAel was used in I�e analysisanG tlesi9n ot this iruss. �� ' �ig7�� 'I"�4
. {y cy� i
BpGrap�ical puAin representalion does not depict ihe size or Ne orienlation of ihe pudin along Ihe top antllor bottom chortl. � 'LP'p.� Fq';t{' %
� rC i :'3�:.
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July 16,2014
� WARNING Pk IM1 gMY �_ IM1 C 1 f A k �tl8 � �P B IE51 J NT 10 M I q ¢UP E q 1 V tytl g P � d d � IM1' Tmss
D q 0 'B tl�M1 OJR�¢ 51 1� U31�)be� OIyMTk d pl� M1Ab JI 1� t J g O �gl � Id:Tli t J p Q �p"t1 �es
P� � 0 blly� q e g /1� 1 pl I p ME p 14� ' TM1 0 g p1 I tl q at , A 011y O flh' po 11 ypah I� �
� b 8� �h p �I�y 1�M1 pw IM1 Ow -! ulh 1 J g 1 �1�¢9 Ip'y� g p ANSVlPI(. L 1 I 1 I 1 C g t h -U�rvN I U J M1 N b R
I mprts G FI9 nly,nit 0 W p IGXIyOmangAdd?ronalt po ry slranVO g IL -gl 1 bl�y0 p 1 tl IM1 sp� �GqAy I�peVm � lalle�.
Adtl(onal pe�m nen�Oo q n0 SlabAtly�racing 01�M1e ove�all slmqum s��e espon5lG'lily al l�e(TV eq�M1e Qvneh eu0onxeJ aBe��or IM1e Bu M'np�¢50neG O¢i��e IRC.I�e IBL aM
ANSIrtFILFoB ealgui4anqreg�G"gp qn�espo tlll¢� Ib�icelio ,q Iry �nlml,s�o8 .41 ry.erttlbn,lalere�re5Ven1an4Ulagonalbra�ng;mnsutll�¢Ia�e5leU�onoflbe �"
iae.meiec,nHSirtaii,meecsi �,y n a�s,.�w ecsi�e ama� v isaierymio �� � enaoiervamseena�_so�me�si�ycomamanyreiaiee-�:ianaro��m�naro� ENGINEER/NGl(C
supplleE In I�e jobslle packege.T�¢�mss Ueslpna�o�Vvss JesiB�engineer(ako GefinN as a sO�claM1y angineei�is NOT I�e BuYaing Oesgner ol��e�uiking.
Job Tmss TrussType oty Ply weegewooeaacraneinNa�l
IB<0i083
'B1<41]161 TOS PygybackBase 10 1
tiRI (p{ 17
PR00UIL�. MOORESVILLE,INIBISB �IAJOSOC11�2013MiTekln0us4ies.IncTUeJU115R:J6'.583010Pege1
I��.V_xMEH01L0yt6562NryFZ9HHl-IXIO_5yAF2X1]259epfinOsBwS sK4ve_VZBpytlyxpl3
-;-0.P S46 � 11-3-0 1]-0-01 I 20.51 � 31E-10 3&1d0 I 45812 � 514-0 �
1-0.0 59-8 5-510 510.11 93fi )4-10 ]-3L 6-8-02 ]-Oi �
Scale=1'.100.9
6x0=
3rt = 0n6=2x0 II Sx0 °
8.00 12 6 ] 9 AAA1a.
0x6�i - - - /
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Ix0 II 24 �] u 21 YO �9 1B 1] �' 15 11
3xfi = �+6 = Cxt� = 3rt' 4e8 = Jx6= 9v8 = ]xE II
Jr6 =
]x6 -
?x6 ��
i &'!-] 1G0_0 1 ft_'t._yC-S� 31E-00 � 38-00.0 I qSE-12 � 52_9_0�
84-) ]-49 1441 ]-JE ]9-10 ]-3� 6-&II 1-0d
Plate Offsels IX Y1: 12 0-3-8 Edoel f6-0-5-8 0-1-12j��10D-S12,0-P-0 ii I 3:Eaqe 04-121 115:0.3-8 0-1-81 120:0-3-QO-2-O6
LOADING(ps� SPACWG 2-0-0 C51 DEFL in (loc) Vtle� LPo PLATES GRIP
TCLL 20.0 Piateslncrease 1./5 TC 0.60 Ven(LL) -0.1J 2-24 >999 360 MT2o 169H23
TCDL 10.0 I.umberincrease 1.75 BC 0.43 Vert(TL) -0.35 2-24 >547 240
BCLI 0.0 Rep Stress Incr Yes WB o.81 Horz(Ty 0.04 14 n/a Na
BWL 10.0 Cotle IRC2006/iP12002 (Matnx) Wntl(LL) 021 2-24 >934 240 Weig�t:2951b FT=20%
Ll1MBER BRACING
TOP CHORD 2x4 SPF No2. TOP CHORD SlrucWral woo0 shealhing Cireclly applietl or 43-0 oc pudins, except
60T CHORD 2xd SPF No2•Except' end vertirals,antl 2-0-0 oc putlins(Si4�max.):6-10.
19-23:2x4 SP No.i BOT CHOR� Rigia ceiling tlirectly applieG or G0.0 oc brodng.
WEBS 2x4 SPP No2'Excep�• VJEBS 1 Row al mitlpi 5-22;6-21,G20,7-2�,7-18,9-iB,10-18.
3-24,11-15,13-14,13-15:2x4 SPF-5 SWtl ��_�7
VJEDGE 2 Rows at 7l3 pis 6-22
Lefl:2x4 SPF-S SNtl
REACTIONS (Ib/size) 2=509/03-8 (min.0-b8),22=2379/0-3-8 (min.0-2-13),14=13fi3/Mechanical
Max Hoa 2=277(LC 5)
Max Uplifl2=-030(LC 6),22=-339(LC 5),74=-3fi(tC 4)
Max Grav2=534(LC 10),22=2379(LC 1),14=1390(LC 11)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 Qb)or less excep�wtien shown.
TOP CHORD 23=-095/142,3-0=314/144,5-6=$5/433,6-7=6P/182,7-8=4019/212,
8-9=.1019/212,9-10=-1019/212.10-11=-0327/197.11-12=d234/120.12-13=-1440/94.
13-14=-1326/106
BOT CHOR� 244=-211/349,19-20-65/677,1849=fi5/677,1748=0/1002,.76-07=-22/1176,
15-06=-22/7116
WEBS 3-24=TB31159,5-24=-275/463,5-22=-552/316,6-20=-181/1415,1-20=40431242,
]-18=95I689.9-08=�159/192.10-11=29/3]0.11-15=-261/96.1315=-1]/113],
6-22=1739/126
NOTES
t)Unbalancetl roof live loads have been consitleretl for t�is tlesign.
2,i VNntl�.HSCE 1-05;90mph�TCDL=6.Opsf BCDL=6.OpsY,h=25fi;CaL 11;Exp B;enclosed;MYVFRS(low-rise)gable end zone antl C-C 11'd��1Rh�
Eztenor(2)zone;canlilever left and nght exposetl;entl vertiwl le(t exposed;pomh leR exposetl;C-0!or members ane forces 8 MVVFRS .:t��t�c7�Pj� ��f�/�j`
tor reactians shown;Lumber DOL=7.60 plale gnp OOL=1.60 ��' S ,,,.., �� i�
3)Pmvide adequate tlrainage�o prevenl wa�ar pontling. � 4.�. '�-jlSTcy �i��
4)This Wss has been tlesiqned Por aq0.0 ps(battom choN live loatl nonconcurtent wilh any olher live loatls. � 'L =p� F{�?Sn `^
5�Refer�o Birtler(s)mr truss ia iruss ionneaions. � � ¢� •� %
6�Provitle mechanical conneclion(by others)ol lmss lo beanng plate capable of withstantling 1001b uplift atjoiN(s)-04 except Q1=1b) Pr-i I072220 '
2=130.22=339. _ � � �_� w =
77 This truss is designetl in accortlance wilh the 2006 lntemalional Resitlenliai Cotle sections R502.11.1 and RB02.10.2 antl relerenced % -0 ? STATE OF �Q'�
slanAard ANSI/TPI 1.
8)"Semi-ngid pilchbreaks indutling heels"Member end 6xiry motlel was usetl in iha analysis antl design of ihis Wss. '��r9G,��•y� p ' W:�
9)Graphical pudin representation tloes nol depicl the size or Ihe orientation of ihe putlin along the top antl/or baltom chortl. '%��`t� .1 . � •U�2 `�`
LOADCASE(S) S�andartl il��t11���H:�'"
July 76,2014
� WNRNING Pk 1� gbly "e I� C 1 ! h h �dB �.�P B k151 tl NT fo M 1 tl OPrW 1 I V tyd¢IB V � 4 4 � nih' T s
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1 mprts �pk5n0anly,nolO�OUpngsiffiIiryU�ating.AEatiaml�mporary25UanVJBgonalMe�ngb�nmreS�adllyEUtlng[o slmutonblh¢re5ponsCAAyoflM1elrvS -nzlelle�.
AOOdronal ce���e���uiltling staGilny brzting ol l�e averall slruqure iz I�e�esponslUll�y al l�e Owneq IM1e Ownels aulFOnze�agenl or I�e BWMIng OesIB�aL Oe��M1e IRG Ne 19C anJ
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iec,meiec,nrvsirtcii,m�ecsi:�mma�y:n<e�:,.oem�ees�e��umeeompo�emsareiyimo�auo��a�,�rauenomsecnar.,.w.:eu�n�:��y.�omaoea�yre�a��emsianano�mmm,��o� ENCINEFR/NG�ec
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Plale OHSets IX L 2�1 .0-7-2,ptlgel 16:0-5-12 0-2-01 110:0-5-8 6-1-121 113:0-3-0 0-L81 (15�.0-3-8�-i-81
LOADING(ps� $PApNG 2-0-0 C51 �EPL in Qoc) Iltlefl Vtl PLATES GRIP
TCLL 20.0 Platesincrease 1.15 TC 0.95 Vert(LL) -0.78 20 >999 360 MT20 169/127
TC�L 10A Lumberinuease 1.15 BC 0.97 Vert(TL) -0.51 21-23 >999 240
BGLL 0.0 Rep Slress Incr Ves WB O.6fi Horz�TL) 020 14 n/a n/a
BWL 10.0 CodeIRC200fi/TPI2002 (Ma�rix) Wintl(LL) 0.14 20 >999 240 Weigh1�.2781b FT=20%
LUMBER BRACING
TOP CHORD 2z4 SPF No2 TOP CHORD SWCWraI waod sheathing direc0y applietl or&9-9 oc putlins, excepl
BOT CHORD 2z4 SPF No2 entl vertiwls,antl 2-0-0 oc pudins(3-0-8 max.):6-10.
WEBS 2x4 SPF No.2'Excepl" BOT CHOR� Rigid ceiling directly applietl or 10-0-0 oc bracing.
3a3,5-23,11-15,1344:2x4 SPFS 5Wtl WEBS 1 Row al mitlpt 5-21,6-20,7-20,7-08,9-08,10-08,10-17
WEDGE
Left:2x4 SPf-S Stutl
REACTIONS �Ib/size) 2=21fi1/0-3-e (min.0-3-6),14=2091/OJ-8 (min.03-4)
Man Horz 2=271(LC 5)
Max Uplifl2=-g0(LC 6),14=-35(LC 7)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 Qb)or less except when shown.
TOP CHORD 23=-3254/p87,3-4=-3075/289,4-5=-2908/322,56=-2584/355,67=2353/365,
].8='2270/357,8-9=-2270/357.&10=-22]1/35'/.10-01=-2311/328.1 1-1 2=-20 3 912 2 7,
124 3=-2245/201.13-14=202]/199
60T GHORD 2-23=253/p576,22-23=2202373,21-22=22N2373,20-21=-083I2070,19-20=-198/2352,
1849=-198/2352.17-18=-08/1818.1617=-111/1786..1576=171/178fi
WEBS 5-23=-02/q09,5-21=-508/775,6-27=-04/588,6-20=-228Ifi71,7-20=431/2�];
948=458/192.10-18=-212/947,7145=516/129.1345=-007I7852
NOTES
t)Unbalancetl mof live loatls have been considered for this design.
2)Wnd:ASCE]-O5;90mph',TW L=6.Opsf BCDL=6.Opsf h=25ft;Cal.IlyExp�B;enclosetl;MWFRS]IOw-rise)gable end zone antl PC
Eslenor(2)zona;canlilever leh antl nght exposetl;end vertiial lek exposeE;C-C for members antl(orces 8 MVJFRS for reactions
s�own;Wm�erDOL=1.60plalegnpDOL=1.fi0 �
3�ProviGe adeqvale drainage to preventwaierpontling. y��ik�����r�k,�
4�This wss has bean tlesignetl for a 70.0 pst bottom cliortl live laatl nonconcunent with any other live loads. ��i" a�PH f`/�j�
5�Pmvide mechanical conneqion(by o�hers)of Wss ta beanng plate capable o(wilhs�antling 1001b uplifl ai join�(s)2,74. .��'� �G �SC` �?�
8�This Iruss is tlesignetl in accoraance with Ihe 2008 Intemational Resitlentiai Cotle seclions R502.11.1 antl R802./02 and referencetl '�1ST � %.
� *
s�antlard ANSI/TPI 1. - � � �-i��G,E'� ��F,��;�M '%
7)"Semi-rigid pitchbreaks inGutlinq heels"Member entl fici�y model was used in ihe analysis and�design of ihis wss. � Q; �� %
8j Grap�ical putlin represenlation�does not depict the size oithe onenla�ion of ihe pudin along the top ana/ar bolbm chord. ��-)�d�122U ?
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Plate OHSeIS IX V1_I2 0-3-8 Edael f6 0-6-0 0-2-01 �10:0-542 0-2-01 173:03-0 0-1-81 I15:0-3-B,o-1-81
�LOAOWG�ps� SPACING 2-0-0 GSI DEFL in (loc) I/de� va PLATES GRIP
TCIL 20.0 Plates Increase 1.15 TC 070 Vert(LL) -0.14 2-24 >745 360 MT20 1691123
TC�L 70D Wmberincrease 1.75 BC 0.58 VertQL) -0.3] 2-24 �277 240
9GLL 0.0 ftep Stress Inu Yes WB 0.83 Horz�TL) 0.08 14 Na n/a
BWL 10.0 CotleIRC2006/TPI2002 (Maltlx) Wnd�LL) 0.07 18 �999 240 Weighl�277@ FT=20%
W MBER BRACINC.
TOP CHORD 2x4 SPP No2 TOP CHORD Siruclural wootl sheathing tlirectly applied or 3-845 ac pudins, excepl
BOT CHORD 2x4 SPF No2 entl vetlicals;anG 2-0.0 oc pudins(4-0-74 max.)i 640.
WE85 2z4 SPF No2'ExcepC BOT CHOR� Rigitl ceiling directly applied or 10.0-0 oc bracing, Except:
3-24,524,71-05,13-14;13-15'2zCBPF-5 Stutl 6-OA oc bracing:2-24.
WE�GE VvEBS 1 Raw al mitlpt 5-24,6-21,6-20,7-20,]48,9-18,10-18,
Left:2s4 SPF-5 Slud ��_�7
REACTIONS All bearings 16-3-8 except Qt=lengih)id=0.3-8,22=03-8..
Qb)- Max Horz 2=310(LC 5)
MaxUplift AIIUpIi117001borlessaljoinl(s)2,14excep124=437(LCS)
MaxGrav All.reaclions2501borlessatjoint(s)eacept2=279(LC10).24=2022(LC1),
16=1fi]1(LG 7),22=305(LC�2)
FORCES (Ib)-Max.Comp.IMax:Ten:-All torces 250 Qbj or less except when shown.
TOP CHORD 4-5=-86/335,5-6-1061/158,6-1=-1351/301,7-8=4520I377,8-9=-1520/311,
9-10-1520/J11,10-71=-1722/295.1142=/557/207,12-13=1763/181.1344=4606/170
BOT CHORD 23-24=457/338,22-23=-157/339,21-22=-157/939,20-21=472l788,19-20=-196I7350,
1849=796/7350,17-78=-56/1330;16-77=-31H384,15-16=-31/1384
WEBS &24=314/156,5-pb=-1693/211,5-21=62/748,621=-]39/104,620=-170/1099,
7-20=-'!63/232,]-�8=-08/356,948=45B/192,10-18=494/477, 10.17=28/322,
11-15=-36d/109,13_�5=-55/1423
NOTES
�I UnbalanceA roof live loatls have been consiGered for this tlesign.
21 Wind:ASCE 7-05;90mpti;TC�L=6.Opsf BCDL=6.Ops/;h=25fi;CaL IC Exp�B;encloseG;MWFRS Qow-nse)gable enC zone and GC
Extetlor(2)zone;canlilever left antl nght exposetl;end vertiwl lett and ng�t exposetl;FG Por members and brces 8 MWFRSTor tll��lttlq;�
reactions showq Wmber DOL�1.60 plate gnp�OL=1.6� *`�x it S��N j�����
3jPmviOe aEequale drainage la prevenl water pondinq. *>>' �� ��- �ir
4j T�is truss has tieen designed lor a 10Apsf bottom chord live loatl noncancunenl with any olher live loatls. � ' tgTl .'�'T%,
5�Pmvitle mec�anical conneclion(by others)oLiruss lo beannq plate capable ofwilhstantling 1001b uplift atjoint(s)2,id ezcept Qt=1b) ,���P;p.��� ~�hp'�:tt',y w
24=737. ' P�-110i'122U �
6J This iruss is designetl in accortlance wilh ihe 20061ntemalional Resitlential Cotle sections R502.11.1 anA R802./02 anE referencetl -
standartlAN51/TPI1. � � � . � � �'
7)"Semi-ngitl pitchbreaks induding heels"Membe�entl fxity moGel was asetl in lhe analysis and tlesign of.ihis Wss. � 9 '� STAi �F � �:
e)Graphical purlin representalioq does not Gepict Ihe size or t�e orienlalion of ihe pudin along the top an0lor bottom chord. � 9 • .- o .:
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B-04 84-4 ]3S iq40 ]-}6 0-9-h 510.� 510.0 f-4tl
Plate OHSeIS IX�V)_�2:OJ-2 Eaqe1 (6:0-5-8 0.1-021 110'.0-&8 0.7-7 21 17 3:Edoe 04-12,L5'0-3-8 0-2-01�116'0-4-0 0.2-0I
LOADING(pslJ SPACING 2-0.0 CSI DEFL in (loc) I/tle� va PL/1TE5 GftIP
TCLL 20.0 P�a�eslncrease 1.15 TC 0.98 Ven�LL) -0.18 21 �999 360 MT20 169H23
TWL f09 Wmberinaease 1.15 �BC 0.99 Vert(Ty -0.5218-79 >999 240
9CLL 0.0 RepSVesslnu YES WB 0.55 Horz(Ty 023 27 nla n/a
BCDL 10A Cotle IRC2006RPI2002 (Matrix) Wntl(LL) 0.14 21 >999 240 Weight:2871b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Slmclural wwG shealhing Gireclty applied, except entl�erticals,ana
BOT CHORD 2x4 SPP No.YExcepP 2-0-0 oc putlins(7-0-0 max.):6-10.
25-26:2z4 SPF-S Stud BOT CHORD RigiG ceiling direGly applied ar 10-0-Obc bracing.
WEBS 2x4�5PP No.2'ExcepP WEBS 1 Row at midpt 5d2,6-21,9-21,749,949,9-16,1L16
3-p4,71-75,13-27:2x4 SPF-S SWd
NIEDGE
Lefl:2x4$PFS Slutl
FEACTIONS (Ib/size) 2=2765/0-3-8 (min.0-3-6),27=2102/0-38 (min.0-144)
Max Hoa 2=312�LC 5)
Max UpIiH2=-89(LC 6),27=-27(LC 7)
FORCES (Ib)-Max.Comp.IMax.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-3262287,3-0=-3�83/289,15=-2W5/323,5-6=-2588/355,6-7=-236013fi4,
7-8=-2282/354,e-9=-2282/354.9-00=-0992/313.10.11=-25211329.1142=2406/240.
12-13=-2616/214,14-27=-2102A56,1344=-2035/191
BOT CHOR� y24=-pgp/2583,23-24=-255/23fi7,22-23=-255236'!,21-22=-219/2075,20-21=233/23fi0,
19-20=-233I23fi0,15-76=-522090
WEBS 514=1 714 1 3,542=-506/177,&22=47/591,6-27=227/fi74.7-21=438/274,
1G-09=190/2262,10-16=-58/85],946=-642/tE2,1145=-301/1I9,�13-f5=89/2030
NOTES
1)UnbalanceG mot live loatls have been cansitleretl for lhis tlesign.
2)Wnd:ASCE]-05;90mphj�TCDL=6.OpsEBC�L=6.Opst,h=25f1;Ca�.IC Exp Bj enclosetl;MWFRS Qow-nse)ga�le end mne ana GG
Enlenor(2)zone;�cantilever left anG nghl esposed;end vertical left antl ngM exposetl;GG br members and forces&MVJFRS for
3J Provide adeq ateLtl a naqe oLPre�en�'wta errlpond ng1.60 ;���i�S{�pF{rrij���>>�
4)This Wss has been 4esigne0 for a 10 0 psf bodam chord live loaa nonconcurten�wilh any olher live loatls. �'� � , ,_, �4p �e
.5)Bearing at joint(s)2�consitlers parallel to grain value using ANSI/TPI 1 angle to grain(ormula. Building designer shoWd veriry capaciry ^`yP .�UjSTG� '�"�� %.
ofbearingsuRace � p, F�?(n %
6)Provide mechanical conneclion(by.o�hers)of Imss to beanng plale capable of wilhs�antling 7001b upli��at join�(s)2,2'!. ' 4 , gG i�flj2220 � v %
7)This Imss is designed in acioraance with Ihe 20061ntema�ional Residenliai Cotle sec�ions R502.11.1 and R802.102 antl refeienced —
stantlartl AN51/TPI 1. Y � � __� % }. `
8)"Semi+igia pitchbreaks inGutling heels"Member entl fxity motlel was useE in Ihe analysis antl Design of ihis Imss. �� 9 '. STAT F j Q�y
9)Graphical putlin representation does not depict ihe size or lhe orientation of lhe pudin along the top antlror banom chortl. � 9O',. . � �
i4� ' �•r :
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Plate Ottsels IX Y1: 12:0-3-B�Edge],jfi:0.5-72 0-2-07 f129-2-0 0-2-01
LOADING(ps� SPAGING 2-0.0 C51 DEFL in Qoc) I/tleil L/d PLATES GRIP
TCLL 20.0 Plateslncrease 1.7& TC 0.70 Vetl(LL) -0.14 2-18 >999 360 MT20 169/123
TCOL f0.0 Lumberincrease 1.75 6C 0.51 Ver1�TL) -0.39 &18 >999 240
BCLL 0.0 RepStresslncr 'Yes WB 0.55 HorzQL) -0.14 19 n/a n/a
BC�L 10.0 Cotle1RC2006/TPI2002 (Matrix) Wntl(LL) 0.06 i6 >999 240 WeighC2111b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPP No.2 TOP CHORD SWCWroI wood sheathing tlirecUy applietl or 3-7-10 oc pudins, excepl
BOT CHORD 2x4 SPF No2 end verlicals,and 2-0-0 ac putlins(54-12 max.):G10.
WEBS 2x4 SPF No2'ExcepP BOT CHORD Rigid ceiling tlireclly applietl or 10-0-0 oc bracing. Except:
1244,548,348:2x4 SPF-S SWtl 1 Row at midpt 942
WEDGE WEBS 1 Row a(midp� 5-16,644,742
Left:2x4 SPF-S SWtl 2 Rows at 1/3 pls 10-19
REACTIONS (Ib/size) 2=1510/0-3-8 (min.0.&6),19=/439/0-7-8 (min.0-1-8)
Max Horz 2=360(LC 5) �
Max Uplif�2=-84(LC 6),19=-128(LC 5)
FOftCES Qb)-Max.Comp./Max.Ten.-Allforces250(Ib)orlessexceptwhemshown.
TOPCHOR� 2-3=-2151/183,3-4=4971/185,4-5=-1805218,5-6=-0445/247,6-7=-0002/238,
7-8=-588/1]3.8-9=.588/773.9-10=58fi/172,11-19=-1439/135.10-17=-1386/190
BOTCHOR� 2-18=-213/1686,1748=492/1447,16-07=192ry041.15-16=-174/1123.14-15=174/1123.
942=367/130
WEBS 5-16=530I775,6-16=-05/596,744=0/265,12-14=d7717007,742=692/107,
10-12=150/1418,5-78=42/442
NOTES
1)NFntl:ASCE]-O5;90mp�;TC�L=6.Opsf;BCDL=6.Opsf h=25ft;Cal 11;Exp B;encloseQ MVJFRS Qow-rise)gable entl zone antl C-C
Extenor(2)zone:wnlileve�left antl nght exposetl;end vertiwl left and right exposea;GG for members and rorces 8 MWFRS for
reaclions shown;Wmber DOL=1.60 plate grip�O1=1,60 �
2)Pmvitle atlequate drainaqe to prevent wa�er pontling.
3)This truss has been Cesigned Por a f0.0 p5f bollom chortl live load nonconcurzent with�any olher live loads.
4j Beanng al joiN(s)19 cansitlers parallel ro grein value using ANSI/iPl 1 angle to grain(ortnula. Building tlesigner shoul0 verity capacity ��.;+i�!Ittir�rr�
,a(bearing sutlace. ( Y ) 9 D P 9 P 1 O v G- ) `a . P. ¢f`>�
5 Pmvide mechanical connection b ofhers of Wss lo beann late ca able ol wi�hstandin 1001b u IiB at'oinl s 2 exce t t-@ �,� ��'�� �t d���
19=128. .� t1 .'{j1STG�'� '�ia °�
6)This iruss is tlesignea in accordance wilh ihe 20061ntemalional Residential Code seclions R502.1 iJ antl R802.101 and referenwtl �� .��.ti Fp�S�`„p��
s�antlamANSI/TPI1. ' PE-11D12220 j
7)"Semi-rigitl pitchbreaks indutling heels"Member end fixiry model was used in Ihe analysis and design a/itrts lruss. -
8)Graphical pudin representation tloes not tlepict ihe size or the.orientation of the pudin along Ihe lop antl/or battom chortl. - A : _ . S � -
'� 'a °: S�4 �
LOAD CASE(S) Stantlar0 ;,lf�fO• f �4:
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LOADING(psp SPACING 2-0-0 C51 �EFL in (bc) VtleO Utl PLATES GRIP
TCLL 20.0 Plaleslncrease 1.15 TC O.d3 Vert(LL) -01117-12 >999 360 MT20 1fi9/123
TC�L 10.0 Lumberinaease 7.75� BC 0.50 Vert(Tl) -0.5511-12 >792 240
� BCLL 0.0 RepSiresslncr Ves. WB 0.82 Hoa(TL) 0.09 11 n/a n/a
BCOL 10.0 CodeIRC2006/TPI2002 (MaMn) Wntl(LL) 0.06 16 >999 240 Weight:1941b FT=20%
LUMBER BRACING
TOP CHORD 2xd SPF No2 TOP CHORD SWCWraI wood shealhing tlirec�ly applietl or 3-7-10 oc putlins, excep�
60TCHORO 2xd,SPF�NO2 endverticals,and2-0-OOCpudins(5-�-10max.):6-10.
WEBS 2x4 SPF No.2'Except• BOT CHORD RigiG ceiling directty applied ar 9-9-15 oc bracing,
34QS16:2x45PF-SSlutl WEBS iROwatmidpt 10-11,544,744,7-12
WEDGE - 2 Rows at 1/3 pis 9-01
Lett�2x4 SPF-5 SNtl
PEAGTIONS (Ib/size) 11=1439/0-3-8 (min.0-2-d),2=1510/0-3-8 (min.0-2-6)
Max Hoa 2=379(LC 6)
Max Uplitt 11=-704�LC 5),2=-54(LC 6)
FORCES Qb)-Max.Comp./Max.Ten.-All forces 250 Qb)or less excepl when shown.
TOP GHORD 2-3=-2150/105,3A=-1970/106,4-5=-1804/139,5-6=-1448/164,67=-1122/174,
]-8=-864/106.8-9=-864/106
BOTCHORD 2d6=352/1685,15-16=-2]0/1442,14-15=27011442,1114=451/1018,�12-13=451/1018,
11-02=-95B5fi
N/E85 546=-17/433,5-14=-52911]8,6-14=0/448,744=-602/175,942=-04/817,
9-71=-136V202 �
NOTES
1 i Wnd:ASCE]-O5;90mph;TCDL=6.Opst;BCDL=6.OpsF,h=25fl;CaL II',Exp B;enclosetl;MWFRS(low-nse)gable entl zone ana PC
Extenor(2)zone;cantilever lett anC nght exposed;entl venical left exposetl;GC Por members antl forces 8 MWFRS for reaclions
shown',Lumber DOL=1.60 pla�e gnp DOL=1.60
2)Pmvitle atleq�ate drainage to prevent water pontling.
3i This Wss has been tlesigned fOr a 10.0 ps/bo��om chord live loatl nonconcurtenl wilh any o�her live loatls.
4�Pmvitle mechanical connedion(by alhers)oflruss lo beanng plate capable ofwithstentling 1001b uplift at JoIN(s)2 exwpt Qt=1b) St�li�'t��'�K;
11=104. ' ' ti���. l;J
.A�� rGEP �i
5)This Wss is tlesignetl in accortlance with the 20061n�ema�ional Residential Code seclions R502.1 f.1 antl R802.102 and�referenwd �- a'� ry ������r
stanAarEAN51/iPl i. - ��y.�, '��iST„� "�T%
fi)"Semi-rigitl pilchbreaks inclutlingheels"Member end fxiry motlel was usea in Ihe analysis antl tlesign of this tmss. 'p,� ��y,F� �
7J Graphical pudin representation does nat tlepict the size or Ihe orientation of the pudin along the�op antl/or Eottom chord. � �r �� ^
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LOADING(ps� SPACING T-�-� CSI DEF� in Qoc) I/de0 Vd PLATES GRIP
TCLL 2�.0 Plates lncrease 1.15 TC 0.35 Vert(Ly -0.09 AB >999 360 MT20 169/123
TC�L 10.0 LumOerincrease 1.75 BC 0.31 Vetl(TL) -0.22 7-8 >B39 240
BCLL 0� RepSiresslncr Yes WB 0.51 Horz(Ty 0.01 7 n/a nla
BCD� 10.0 Code IRC2006/TPI2002 (Malnx) VNntl(LL) 0.01 7-8 >999 240 Weight:1001b FT=20%
LUMBER BR4CING
TOP CHORD 2x4 SPF No.YExcepl' TOP CHORO Stmctural wootl shealhing Oirectly apPlietl or 6-0-0 oc pudins, except
3-6:2x6 SPF No2 ena veniwls.
EOT CHORD 2x4 SPP No2 BOT CHORD Rigitl ceiling direclly applied ar 10-0-0 oc bracing.
WEBS 2x45PF-SStud'E�cepf'
3-8:2x4 SPF No2
REACTIONS (Ib/size) 9=612/Mechanical,7=79]/0-3-8 (min.0-1-8)
Max Hoa 9=-376(LC�4)
Max UpIiH9=-33(LC9),7=83(�C�)
FORCES (Ib)-Max.Comp.IMax.Ten.-All(orces 250 pb)or less excepl when shown.
TOP CHORD 2-3=-052/764,3-0=-053/155,4-5=401/287,5-7=-292/337
BOT CHORD 8-9=-132I301
WEBS 3-8=408/292,2-9=-541/38,4-7=-488/0
NOTES
11 UnbalanceG roof live loaas�ave been considered for Ihis tlesign.
21 Wntl:ASCE7-O5;90mph;TCDL=6.Opst BCOL=6.Opst h=25tt;Cat.II;Exp B;enGOSeQ MWFRS Qow-nse)gable ena zone and PC
.Exlenor(2)zone;cantilever left and nghl exposetl;entl vehical left and nght exposed�,PC tor members antl forces8 M4VFR5 br
reaclions showq Lumber DOL=1.60 plate gnp DOL=1.60
3j This wss�as been designed for a 10.0 psl Dollom chord live bad nonconcuvenl wilh any other live loatls.
4j Refer to girder(s)lor Iruss b Imss wnneclions.
5)Provide mechanical connection(by olhers)of wss lo beanng plale capable o�withstantling 1001b uplitt al joint(s)9,1.
61 This�Vtiss is desiqned in accortlance wil��M1e 20061n�emafianal ResitleNial Cotle sections ft502.N.1 antl R802.101 antl referencetl
standard AN51/rPl 1.
])"$emi-ngiE pi�chbreaks including heels"Member entl fzity mo�el was usetl in�he anatysis antl tlesign o(Ihis�mss.
�on�caselsl s�a�aam ,�.'"yq5EPH�p`�',',,�
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July 16,2074
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LOADING(psp SPApNG 2-0-0 C51 DEFL in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plalesincrease 1.15 TC 0.52 Verl(Ly -0.12 7-8 >999 360 MT20 169/129
TC�L 10.0 LumEer,lnaease 7.15 BC 0.42 Vert(TL) -0.32 7-8 �849 240
BCLL 0.0 RepSiresslncr Yes WB 0.59 Horz(TL) -0.07 i6 n/a n/a
BWL 10.0 CotleIRC2008/TPI2002 (Matnx-M) Wmd(Ly 0.1010-14 >999 240 Weighli1291b FT=20%
LUMBER BRACING
TOP CHOR� 2x4 SPF No2 TOP CHOR� Simctural wootl shealhing tlirectly appiietl or 4-10-i oc putlins, excep�
EOT CHORD 2x4 SPF No2. entl verlicals. �
WEBS 2x4 SPF No2'ExcepP BOT CHOR� RigiG ceiling directly appliea o�10-0.0 oc bracing.
3-0a:2x4 SPF-S SWtl VJEBS 1 Row at mitlpt 6-11,3-8,5-7
OTHERS 2x4 SPF-S SWtl
SLIDER Lefl2x4 SPF-S Swtl 1-6-0
REACTIONS (Ib/size) 1=908/Mechanical,76=884/0-3-0 (mia04-8)
Mas Hoa 1=461(LC 6)
Max Uplift 16==236(LC 6)
FORCES (ib)-Max.Comp./Maz.Ten.-All brces 250(Ib)or less excepl when shown.
iOP CHORD b2=-580/0,2-3=-1176/0,3-0=-723/0,4-5=-519/0,7-11=/28/694,G1 1=4 2 816 94
BOT CHORO 1-10=-480/892,9-10=-2fi2Ie92,8-9=-262/892.7-8=138/514
WEBS 3-00=0/279,38=-0BBl1fi1,5-8=0/557,5-7=-786/210
NOTES
1�VNntl'.ASCE 7-05;90mph;TC�L=6.Ops/;BCOL=6.OpsF h=25tl;Cal.11;Ezp B;encloseQ MWFRS(low-rise)gable entl zone antl GC
Extenor(2)mne;canlilever lefl anG nghl exposed;end vetlical left exposetl;G-C/or members andlorces 8 MWFRS/or reactions
showq Wm�er�OL=1.60 plale gnp DOL=1.60
2i This Vuss has been designea for a 10.0 psf boVOm chord live bad nonconcurten�with any other live loatls.
3)Reler lo girde�(s)tor W ss b Wss conneclions.
4�Bearing al joint(s)16 considere parellel lo grain value using AN51/TPI 1 angle.to grein formula. Builtling tlesigner should verdy capacity
of Oearing surtace.
5�Provitle mechanical connection(by ot�ers)of Iruss lo beannq plate capable ofwithstantling 1001b upiift al joinqs)except(t=1b)16=236.
6'sta'ndartl ANSI/TP��tl in awordance with the 20061ntemational Resitlential Cotle seclions R502.11.1 ana R802.10.2 and refe:enced t���u�P+�r«�i
71"Semi-rigid pikhbreaks inclutling heels"Member end fixily motlel was usetl in�he analysis and design of�his�russ. �' ) , �._ �,�p 4�
.^' q.a. '�1ST�n°`.'�"���.
LOA�CASE�S) S�andartl � -�- :�„� b`��. � �
� tC: q '• ��-
; PE-i?Ol'222D 1
� o : �._.�� � w .=
'� '4 °. STAT OF � 2 a`
:�0,�,' +a?:�''.�i'�. �
%r b. , A' ' �� w��.
�t�tl1)11(Iltl:h•• .
July 16,2074
� wnervwc vi m en�y '� m c i r n F iyp �oiP e ns e er�sm�rna�waaureaa e a ro .v rya a v � � a i m' r ss
o g D �B d�n oJa I sn t( o3iqpel o IymT k a o���srvalloevseator�n t a g a "rg� e le TF � e g a '�g'e �s
P� � � Ullyl I� d B ��� �91 t s pa IEepcitl� ' T� U gnassumplonslaaU B tll i1blAy M IN po-� 1/ ypan I
� �Itl g' �M1 q 011y II�.Ow 11-(Tx a IM1 ' d g 1 IM1eB b"g� q pe�AN51/tPlt Lale I 1 IE 'q ti M1 �d-J I ¢b 4U Om� 0¢ �
elo�compressw WckFngonly.nollo�UUpnBS�ffiIIIyEa[�g,qEJdonaltampmaryre512nUJ'agonalbraun9lonsureslablXyEUnnpc 9mdon�s1�e25pan56A�yo�l�elmss'nslaller.
Adtlnlonal permanenl builling slaYll�y bradng ol l�e overell slrutiva is I�e;espansl�llily ol l�e(TVneq iM1e OwnelS aut�onze0 agenl or��e BuiMlnO Oesigne�.pe�IM1e IftG I�e IBC anJ
ANS�RPILPoeg¢nemlpuitlan¢re0a�01n84esiBnrts%nSibllilies.laGncelaryQUali�ymnlml.5lo�age,Jellvery,erevtion,labralresVainlanGEiagonalbra[ii8�wmutll�elalesleUAlonoll�e '"
iae.meiec,nrvsinvii,meecsts�mmaym�m:.e�oro�acsi�ammmecomoa�e��saerymmimaeo��:.miaeisrvomseena�.,�..�,.sne��a�si�y.wma��ea�y,eiai�amsianano�mm�aro� ENG/NEERING�tc
s�aoi���n me�oesne ea�kaye me�N::aes�g�e,o�itis:ee:;a„e„gmee�(a5o een�ee as a saaany e�a��eer7 is Ho*me eunai�oesi�ner onne e��n�r�.
Job Tmss TmssType . �ly Ply weca�ooaaJGreminHall
ieaerem
B1dH]16] TG�I GABLE 1 1
Jo�Reference lool onatl
PROBWL�, MOOftESVIILE,IN�815B �i/3050tl1�301JMiTeklnUU5lnes,IncTUeJU115II:]]:�1201�Page1
I�'V xNIEH01L8yt6562tvryFZ9HW_GoQtA3p7pikiRelgGmuF13VV9U15V?OJcsqombyxpkw
-LO-q Sb0 11-0-4 I1J-0-02� P-0-�2 P.11A21-0-12 �3]-2E+ 2]-�-3 �]238 3�t-3-�
�0-0 S&0 5-]-2 b0-00 40.0 '0.B-0 14-02 20.10 tr113� C&5 1 ad
dx6= ]aC= JyC.- aaU - Scale=i�.80A
� 5 3-39 6 ] 0
12.00� (�" —
]
S3] ��
sa a z�
� sa
SaU G I I CxB - 59 0�
" e�ra ' s
5 d 23 )
J .—YSPB— "} 1� 5 � Jx<J
51 2 4� 60.d1 ax 5-2 � 6J C 10 �x� �
� ' . IG 35X � 61 2
e x �i i
� e
a 3 � � ii iz�a
s2 �s
i�t �� 65 6fi 14 6) �� 6B 69 10 ]1 ]Y o Iry
dl � 6x9 = 2vC II Sx8 = 3s0 II 3x0 II 0x8 II
21 2a 19 18 II �6 2xa II 4a4 II 2�C II 2x4 II
Bx8 = Crt= 4'�' 4x0= 3xd = 3x< II Zy0 II
zxa II
Sbo tY42 t]t12 t]4t-0 214-12 2Y3E J2-b8
' S60 � S-0Z—�2-040� 4-9< I 3-442 �2-0.ID�I 94-4
Pla�e ORSets{_X_,V)_�3'03-0 0-3-0I 14'0-0-0 0-1-121 f8'0-0-0 0-0-021 H 1'0-3-71 0.L41 115-0-2-4 02-8 2YEd e 0-fi-9I,�23:6d-8 0-2-8�
LOADING(psp SPACING 2-0-0 CSI DEFL in Qoc) uaen Utl PLATES GRIP
TCIL 20.� Plates Inwease 1.15 TC 0.41 Vert(LL) -ODS 18-20 >999 360 MT20 1691123
TWL 10.0 Lumberincrease 7.15 BC 0.87 Veh(TL) -0.1318-20 >999 240
BCLL 0.0 Rep Slress Incr NO W8 O.fi7 Horz(TL) 000 i6 Na n/a
BCOL 10.0 Code IRC2006lTPp002 (Malnx) Wind(LL) 0.0418-20 >999 240 Weiqht:3221b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP GHORD SVUpural wootl sheathing directly applied or G0.0 oc pudins, excepl
BOT CHORD 2x6 SPF No.YExcepC end verticals,and 2-0-0 oc pudins(6-0-0 max J:4-8.
ifi-22:2x4 SPP-5 Stuq 16-19:2z6 SP 24WP 2AE BOT CHORD Rigid ceiling tlirectly applied or 6-0-0 ac bracing, Excepf
VJEBS 2x4 SPF-S SWtl'ExcepP 10-0-0 ac bradng'20-21 �
4-18,8-13,5-17,744;2425,23-26:2s4 SPF No2 2-1-6 oc braung:1Si6.
OTHERS ]x4 SPF-5 SWtl WEBS 1 Row at mitlpt 3-08,4-18,15-23,8-13,15-26
SLIDEft Right 2x4 SPFS SWG 3-3-0 JOINTS t Brace at Jl(s):22,23,24,25,26,27
REACTIONS Qb/size) 21=238/0-3-8 (min.0-1-8),16=2479IOJ-B (min.0-2-i)
Max Horz 21=275(LC 4)
Max Uplifl 21=-112(LC 10).16=-069(LG 6)
Max�Grav 21=478(LC 9),16=2479(LC 1)
FORCES (@�-Max.COmp./Max.Ten.-Allforces250(Ib)orlessexceplw�enshown.
TOP CHORD 2-3=-0OS/315,3d=-228/511,4-5=401/350,7-9=d3/404,8-9=-057/635,9-70=d87l455,
1041=-206/354,2-21=437/148
80T CHORD 20-21=-26&295,19-20=-192/402,18-09=-192I402,1748=-516/484,15-16=-2439/796,
1565=-893/584,65-66=-893/584,14-66=-893/584,14-67=8681598,73-67=-868/598
VJEBS 3.20=0/280,348=393/793,�4-08=441/179,iS17=492/494,15-23=-2053I704,
8-13=515/131,2-20=-210291.1]-23=129/346.2324=-330I205.5-2d=-329/204,
25-26=-01]H51,7-25=�16/150.22-23=-653/1'/38,22-46=-65311]3],]-2]=-10`v1d16,
iS2fi=-1923/6]0,13-28=-552/1100,18-23=-250/679
NOTES
1)Unbalanced mof live loatls have Eeen consitlered ror Inis design.
3�1TrossEeshnetlfo5ewndload�inahe�pianeolth�e�russ�only.�FO�sWtl�sexpoOSeGdlowntl�(o�al�o'�heta e')9seee5tantlartlln0us,lryVe ,.�''� >��Eprt a��'`��,
Gable Entl Details as a licable�,or consull uali�etl builtlin tlesi ner as er ANSI/iPl 1. � �
� PP 9 9 9 P i Sq- rti{j\STG�'�."��� !.
4�Pmvitle atlequate tlrainage to prevent water ponaing. •p, F;j+; th �,^.
51 All plates are 1 Sz4 MT20 unless ol�erwise indicaled. ' �p' �� =
6i Gable studs spacetl at 1�-0 oc.
PE-ll412220 '
ll This truss has been tlesigned for a 10.0 psf bot�om chortl live batl nonconcurtent with any olher live loatls. � �A : �,� q =
9j Pmvitle mechanical wnneclion(by others)o�tmss to�eanng plate capable o/withstanding 1001b uplift at joinqs)excepl Qt=1b)21=112, `� �4 ? S TE OP j ? �
16=769.
9j This lmss is tlesignetl in acwrtlance with lhe 20061ntemalional Residential Code seclions R502.11.1 antl R802.702 and referencetl ~�i��.P�' ' �' �,a� .,"'�
10)5emi tlg 0 pi chbreaks indutling heels"Memtier ena fxity motlel was usetl in ihe analysis and tlesign of this Iruss. `'l��tV ����%a�F`�la�h��``
11)Graphical puhin representalion Eoes not depict Ihe size or lhe onenlalion at Ihe putlin aldng ihe�op andlor bottom chortl. �t`�/11111�1�'.�i�5
July 16,2014
Canllnuetl on page 2
A WARNING PI 1� gM1ly ' th C 1 !-_q k IeOg � Ip B Ib51 E Mi 1 M I 1 JP J vt � .V rilyE B V � � 4. � 1M1 T ss
D g � �B Elh DJRI 5� �( '�31���1 OIyMTk d pll �Ilb M� IM1 I 0 g E g� be W.TIi 1 0 q 0 �-U Is
p� � P dIIYI 1� O g �I� Igll p? �4pItlM1 .TM14 9 PI ,I ag MI , A�bI�Y 4 IN po Ito ypel l B
' 0�W 9� �� p LIIY Ilh Ow 1� p.v 0 a 9 1 1� B W 9O g pe ANSIRPI L L 1 I 1 Itl g f b "0 E I 0 E M1oM m be
f mp�¢5 � kl p �IY^�� b M p �Llily� �g AJO�� �I � ry 4anVa g IU �g� � �pINyJ d9 � n � �� esp - '�qAy fl�¢�rvs 'nzlelle�.
AtltllonalpermanenlLUYJ'nBS1a011y0ratmgalNeave Ilslmuu2"slM1e2s0onsblAyall�eOxer,NeO.vnefsaulhonzedaBe^��rineBUMngOespneLperlM1eIRC1�eIBCanJ
AN51/iPILFog ��ral8utlance�84'gtl� g� po bin ,-�blralion,qoefryconlmis�orage4efverye�ed0 ,11 I Ilnla�dd'g Ib �'ng,consutllM1eW�esledlfonol��e i•
iRC.meiac,nHSirtpii,meecs� maymea�s,enaoreesi�eua�necamoonemsaieiyimomiaran�a.a�amenomsaenai..�,.�.sa�e�s�y.mma�aa��reia�ea-�sianaron-mo�maron ENG/NEERINGuc
suoorea-�nmeionsi�epackaee:me�ssecsie�dnr�mssaciie���e��e=rta�•�aenncez:especmirycnemeeVR.HOneesaaainqoesie�eroimewimme.
Job Tmss TmssType pIy PIy waeqewooaaocranelnqan
�BCB)9�1
B16d1118I TGO1 GABLE 1 1
� oR1—� n
PftOBUILO, MOORESVILLE.IN a6158 ].13050c114201)MTeklnduslnes,lnc.TueJU1151P:9]0)201�PaqeO
I�'.V_x W EHOILBytGS62�vryFZ9HKi-_Go0N3p1ptkiRelgCmuFl3 W 9UISV?OJCSqombyxpkw
NOTES
12)Hanger(s)or other conneclion device�s)shall tie proviEedsuKCienl to suppon concentraletl load(s)1 Ib tlown antl SO lb up at 78-242,1 Ib down anC SO lb up�at 20-2-72�,1 Ib
Gown and SO lb up af 2&2-12,1 ID tlown antl SO lb up al 24242,1 Ib tlown antl 501b upaf26-2-02,;1 Ib tlown and 501b up at 28-2-12,and 1 Ib dawn and SO lb up af
30-2-12,and 81b down ana 31 Ib up al 30-8-8 on Ootlom chortl. Tha tlesign/seledion of such conneclion device(s)is fhe responsibility of o�he�s.
LOAD CASE�S) Stantlartl
p Deatl.Roof Live(balancetl)'.Lumber Increase=1.15,Plate Increase=1.15
Uniform Laatls(pIQ
Vetl:1-2=-60,2-0=-60,4-8=60,8-12=60,76-27=-20,11-15=20
Concenlratetl'LOatls(Ib)
Verf.65=-1 66=4 67=-1 fi8=-1 69=-1 70=4"l1=1 72=-8
� WTPNING PI N qbly � IM1 L 1 l�Ak Idp IINP B'H51 4NT I� M �ftl OpW 1 b .V lyd B V �lel tl E � Ih T 55
D g D 'g 01� DJPf 5� �( W16�Ee1 OIyMTk d pl1 M1Mb e� N 1 4 g G 91 Le Iq.ip� 1 0 g E -g U �es
0� � V b'I'lyl 1� 0 g I�� gI � pa �0 ptl 0� -.T� 0 q pl I U B �� il dlAy M IIh1 �� tM ypaN Wr �
o b 8� I� po Ipllry fIM1 Ow �M1 Ox -a N I e g IorN B b'BO g p NN51?P�1 Ldl I 1 IQ g 1 p "E E I U 0 � tlme E rs
mbrwmprts wn0uckingonly.nollo��upngs�a0111yUacng.PU011ona11 mpo�aryreA�anl/OlagonalMacnB�o-n uroslaLll�yEUnnptorn�mtlOn'S1M1e�reSpons�BM1yo�OeVUS " laller.
AOO:Pqnal Aermapenl Uulping sla�il�y E�atlnp ol lhe bve�all slrvtlu2 i51M1e rt5ponsi61111Y a���e qvneql�e Pvnels eul�onx0 aB���o���e BaiMinq OasgneG Oe�I�e IRC.Ne IBC anJ
ANSIRPI1.Forgeneralgui0anceYepaNingEe51gnre5p�m5WlWks,/aDtlw5on,4valilywnVOl.slonge,Ediwry,eretllon,6lenlre9�ainlaMtllagomlbncing,wnsop��eW�esled�lonoll�e �^
�ac,m..iec,nHSincnnneecsis�mman�naei..,�em,acsi(emumecdmn���msareymro�ar�la�w�nomsecnm�.:ea�n��sw.�om:;,ea�yreiaimm:mnaiao���mm,auo� ENGlNEEA/NG�cc
s�ppr�ea m ma 7oo:n�package.me�wss eesqne�or o-�rss ees�a�e�e��ev�a�o eeenea as a spe�iairy e�e��ee,�i:rvor m�e��ame oe:re�e�onn�w�m+„y.
Job Tmss TmssType Oty Ply weeqewooea3cranainHan
I&8I903
B1H1)ifi) TG02 PggybeCkBeSeGiNer 1
ZInh RrferAn nnYnn
FROBUILD. MOOPESVILLE,IN18150 ZqOSOqH2O13MITeklndaslnes,Inc.TUeJU1154:]]:09201iPagel .
ID:V_rN1EHdI�8y165621veyFZ9HKl-SSMO5W35u1n�Jb�4EwMOZCauujcHN9Sr'ML12yxpkv
S&5 � it-0.2 � 1]-01-0
S&5 5-4-1J 69�11 �
6x9 = $nL �I Scele=1:686
3 �
�
ix.00 ia �
s.iz o
3-5
2
nd \
]-
I
dl b] S9
d
B 10 11 0 12 ] 1J 6 1< IS 16 11 5
9x16MT18H�i �x1Y II 6xe= 13�II = 5� _
�S&; � 114-2 � 1]-tt-0 1
>&5 5i4] G-9-14
Plate OHSets X,V]: 11:0-0.11 Etlael 13'D-6-0 0.14 21 169-&8 0-6-01
LOADING�ps� SPACING 2-0-0 C51 DEFL in Qoc) I/tle� va PLATES GRIP
TCIL 20.0 Plales Increase 1.15 TC 0.86 Vert(LL) -0.08 5-6 >999 360 MT20 169/123
TCDL 70D lumberinrsease 1.15 BC 0.53 Vert(TL) -0.20 5-6 >999 240 MT18H 169/123
6CLL 0.0 Rep Stress Inu NO WB 1.00 Horz(Ty 0.02 5 n/a n/a
6C�L 10.0 CotleIRC2006rtP12002 (Matnx) Wntl(Ly 0.05 S6 >999 240 Weight2801b FT=20%�
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Sirudural wootl sheathing tlireclly apPlied or 4-2-13 oc putlins, excepl
BOT CHORD 2x8 SP 2400F2.OE end.vedicals,antl 2-0-0 ac putlins(6-0-0 max.)'3-4.
VJE6S 2x4 SPF No2•Excepl' BOT CHORD RigiE ceiling direclty applied or 10-0-0 oc bracing.
2E:2x4 SPFSSWd,3-5:2x4 SP 2400F 2AE WE85 7 Row a�mitlp� 4-5,3-5
WEOGE
Lefl:2x4 SPF$$�utl
REACTIONS (ib/size) 5=8824I0-3-8 (min.0.2-13),1=6917/0-lB (min.0-2-14)
Max Ho2 f=356(LC 5)
Maz UpIi/15=-372(LC 5),1=-181�LC 5)
FORCES Qb)-Max.Comp./Max.Ten.-All brces 250 Qb)or less except when shown.
TOP CHORD 1-2=-6711/767,2-3=-3814/160
BOT CHORD 1-9=3fi7/<465,9-10=-36]/4465,10-11=-367/4465,8-11=-367/4465,842=367/4465,
7-12=b367/4465,7-13=367/4465,7344=-367/4465,6-74=3fi7/4465.575=-17412693,
154 6=4 74/2693.1 F17=-1742693.5-17=17412693
WEBS 2-8=-102I3965,2-6=-27fi0/294,3-6=-319/6875,3-5=-5338/344
NOTES
1 j 2-ply Wss to be connected logether wi��10tl(0.13P'x3")nails as tollows:
Top chortls wnnecled as follows 2x4-1 mw a�0-9-0 oc.
Bouom chortls wnneded as/ollows'2x9-2 mws slaggered at 0-6-0 oc.
Webs connecletl as(ollows:2x4-1 mw al 0-9-0 oc.
2)All IoaGS are consitlered equally applietl to all plias;except if noled as front(F)or back(B)face in the IOAD CASE(S)seclion.Ply to ply
connections have been pmvided to tlistnbule only IoaOS notetl as(F)or(B),unless otherwise intlicatetl:
4).Provide ad qu Pe dra nage to preenlw ate SpooEi 9mber DOL=1 60 pla exgrO�DOL=1e60MWFRS pow-rise)gable end zone;cantilever ` ��U`�'.�fcf��t�O�.���i�
5)All plates are MT20 plates unless othe�wise intliwleA. ��Y;f{��yT���."����i
6j T�is truss has been tlesignetl for a 10.0 ps�boltom chortl live loatl nonconwrtenl with any,olherJive loatls. `j. -0;
7J Pmvitle mechanical conneclion(by others)of imss lo beanng plale capable af withstantling1001b upiiR al joint(s)except G�=1b)5=372, ` �:� •� :
7=7ei. — : PEi1012220 ;
BJ This Wss is tlesigned in acwrdance wilh Ihe 20061ntematianal Resitlen�ial Gotle sec�ions R502.71.1 and R802.102 antl referencetl _ a � . j � _
sianaamnNSUrPi�. =� ro =. STA7 OF :. 2�.�
9)'Semi-rigid pitchbreaks inGUtling heels"Member end fxiry model was used in ihe analysis an0 tlesign of Ihis iruss. % � �, - tj q
10)Graphical pudin representation tloes nol tlepict t�e size or ihe onenfation of the pudin along fhe lop antl/or bollom chortl. i p.o�' ��.a�' S�
11)Hanger(s)or o�her connec�ion device(s)shall be piovideC sumuen�lo suppoh concen�ra�etl load(s)13]O ib tlown and 551b up al �r -�`." . �C^ (�
0-10.12,13]O lb tlown antl 551b up at 240-12,13]O lb tlown antl SS lb up al 410-12,13701b Gown and 551b up al 640-12,19701b ���i � �� A - �
down antl SS lb up a� 8-10.12,13701b tlown antl SS ib up al 10-10-02,13701b down antl 551b up at 12-1042,antl 13�0 Ib tlown and . �l/l1���i���:s!i?�O
55Iti up al id-10-12,.antl 1370Ib tlown and 551b up at�i6-1042 on�ottom chord.The tlesiqn/selection of suc�connec�ion tlevice(s) JU�Y �6,z��4
Conlifiy2@�f�9ljE�f���Y of athers.
� WAPNING PI �p A�ly �ew10 C t f Ak xledg 1 IP B NSt tl aT 1 M Id OP U I b .V fyJ q p 1 M U I Ilt T zz
D p � 'g dlh DJRI 5� 1( :0314JEe1 OIyMTk d pll hIIL Jt 1� 1 4 g E 1g1 E IIJ T61 tl g J 'g'ti �s �
P� 1 p DINIYf IM1 4 9 �N �Bkl po �a Od�� � �T� E g pl I tl 9 4� ��I�Y 4 I�A- P 11 YVaF I� e
bW'g' t0 po Dllylt� O.v IM1Qr� al� 4B � �� BltlgDg peANSI?PILLI I t Itlgf M1 'tl' e � e� aUNm ers
� ompres b Ckf p IY n 11 E INI g �Ulllyb I p Atltld 11 � ry stran�d g Ib 'g� 'n �DIIyU g I cl I �� spo '�NM1y IIM1e Ws laller.
ANilbndlpPrmanen�Lyµ1'ng51e01�y0liGnBO11hE0ve IISINdu!¢�SI�Bre5pon5tilily0ll�¢QV¢r,IM1¢OwnefSaNM1nZe4aBCn10rIhCBUHng�¢50�-�,Oe���elftL,1�B16LeM
ANSIRPILPo�geneal9ui4anceregardingCesqnmsponsidGlie5,�a0�iqlion,qualllymn�ml.5�o�aBe,Uelrvery,eredlon,lale�alaslrainlan4JiaBOnal6raci�g,consotll�elatesledAiono�l�e `"
iae,meiee,nHSinvi�,meaesis�mma,y.nee�:,a�mo,ecsi�e��a'��ycompo�emsaiarymra,�m,ro��a��wwer.omsecnm.�.w.zeanaunN.mmanea�yaiamamsmnanon�mom�aro� ENG7NEERINGim
suoprea'�n iee ioosne paceaee.ma itiss aesy�e�o.�N::ee:�y�me�neer�aiw aen�ee a.a spemany e�gmee,��.Hor me ema��oes'�e�«orme eum��.
Job Tmss TmssType Oty Ply weae<wooa�3mammHan
IB�B]901
B144P16I TG02 GggybeckBeseGirEer 1
2 J bRf I 1 II
PROBNLO. MOOflESVILLE,IN L6158 �I�pO50c11d201IMITeklnOUSlnes.lnc. TueJU11513]]:08201d Paqe3
IO:V_xNIEH01L8y165621vryFz9HKl-SSMO5W3So1nbJbD4EwH�ozcauujcHN95rWZLITyzpkv
LOADCASE�S) Slantlartl
1)Deatl i Roof Live(balancetl)'.Lumber Increase=1.15,Plate Increase=1.15 .
Uni�orm Loads(pl�
Vert;1-3=-60,3-0=-6q 1-5=-20
ConceNraletl Loatls(Ib)
Vetl:9=-1370(B)10=7370(B)11=1370(B)12=1370(B)13=1370�8)14=1370(8)75=4370(8)76=4370(8)17=1370(B)
� wnarvirvc ak m emr�. ' m c i� �r nx iee �. � �P e ies� amr �l M ia eapoan ro �v�mra a o i a a � m 1
o�y o e em o�ai n sn �� mu�ei .o��M7k n pii nne ei m � n g a -g� x ia n � a y e y aca
p1 I p o�tr� �tne g rin �'o� t v laoten � rna �g piw I � g M4 Xbinv e ftn p �I vVn I
U M 9� 1� 0 �I�y ��M1 Ox IM1 Ow ! N !J 9 1@ B k g� g pe ANSI?PI1. L� el � IU q f � 'J a 1 � 4N rJm b �
I ompr¢s �dry g ly, 11 b Id g 1 tip�y� q RMII II po�ry IranVE q I� 'B� � �OIAyU 0 � n - �� espanSblAyoll�e�m55 nstafler.
hOEdonal0ertnanan�bu I�ng s�ab I ry�raung ol I�e ove II slrvtlure's�he mspons OIAy of I�e Pv¢,I�e Prne�9aulponz[tl a0e��or Ne B M ng Oes pner,per I�e IRC,I�e IBC end
ANSIRPILFOrgene�alguHancereBa�JingaeSgilrt50on5i�ilM1ieslabtltation,qualilymnbol,s10ra9G.dellvery;¢redian.lale�alieSVelnlan4tliaganalbiatlng.con5uA021alesleJ�ionollhe �•
iee,meiec,nNSirtvii.meecsi:omma�r:neei:,am�o�aesi�e��w���aeomoe�a��sami�mio�„�aim�ia�auaniercomsecnai�.:ou�a�:�n.�m+�a�rn�a�eam:i:naim�mm��oaco� ENG/NEER/NG�tc
suooi�ee'�n me�ae.ue pa�kage.me wss aesqnu o�mrss desre���einee��aiso aeenea as a zpeciany:ngineep is Honne e�ae'�na oes�n«onne ewu'��g.
Job Truss Tmss Type oly Ply weegewoo0�a3 Grantlin Han
19�8I903
BIL41i16] TGOJ GABLE 1 1
obl?elerencelopional
PROBUILp, MOORESVILLE.M16158 ]�3U50c11�201]MTeklneu5lnes,IncTueJul1512'.I)360016Geg¢I
ID:V xNIEHDIL8y16562IVryFZ9HK1-awSclgHkR21VM�%HicLWmMIkBw�Mf6_Jwln?yxpkd
--0. 59-6 11-}0 19-0-01 04-5-0 31E-10� J&10.0 4SG12 53-�-0
1-0- S96 SS10 S10.H � 936 1�140 ' p-3d GB-0d )-0-0
Scale=1:9�l
Sx0 =
Jx6= 3x6 = 6xB =
B00 13 e ] 0 9 10
6 ] 66 ] 5C 5
82-8J ]� 5
9v6 � Jx6 �iOdA �2 3 8 6 6� 9 �` &B9 9K O
5 64 J 10.
� Q& 9 � 6 91 �Qi � 11
89-00 56 1
N C&91 1 � fi � 3i 8 J5 6 ' ' � B 9 2 11 1 98 9 ��,.\ o
9 � 6 �Z� „
]C 0 i 1 28 ] 10 0 �/ 9 9 9 1x6�
99 9
CB-95��� 01 a �� Z� � 22 J 1� B 99 96 1 U
� � Z �a���a 4 ] ,Z 26 ] 99 9 / �
1 4
:
rv
... . . ,. , r. .� ... — . t �i� , y �,
� 49 d8 q qfi d5 OJ 02 �1 00 38 J] 38 JS 3< 33 3I 01 l� 2B P 26 35 �16 2J 22 21 3p ��� 118 10 �16 1�
40 II 44 J9 3x6 = 3rt= 39 J„8= 19' 11�� IxC II
3#i = Jx6 ' ]r6 = Bx0 = Or6 =
i 8-]-1 � P-1-11 � 24-5-1 J1810 � J8-10.0 3991.8 4564 4.�]Q 52-9-�
B-]-] &6-0 ]-}6 ' ]440 "/-3E 14-9 54-0 1-0-d 60-0
Pla�e Offse�s IX YF t2'0-3-8 Etlqel I6'0-5-8 0.1-/21 110:0-5-8 0.1-121 111fi'0441 O-i-OJ�[714:0-7-11,0-7-01�13:Edge 0-1-121 120:0.3-4 0-5-01 128:0-2-0 04-121 139�0-2-0 0-1-8�_
LOADING(psQ SPAqNG 2-0-0 CSI �EPL in poc) IlGefl L/tl PLATES GRIP
TCLL 20.0 Plaleslncrease 1.15 TC 0.58 Vert(LL) -0.0118-19 >999 360 MT20 i�9h23
TWL 10.0 Lumberinaease 1.75 BC 027 Ved(TL) -0.0218-19 >999 240 ��
BCLL 0.0 Rep Stress Incr NO WB 029 Horz(TL) 0.07 14 n/a n/a
BCDL 10.0 CodeIRC20�61TP12002 (Matrix) Wntl�LL) 0.0118-09 >999 240 Wei9h1:570@ FT=20%
LUM6ER BRACING
TOP CHORD 2x4�SPF No.2 TOP CHORD Slruclural wootl sheat�ing direcfty applied or 6-0-0 oc patlins, except
BOT CHORD 2x4 SPF No.2'Except' end verticals;antl 2-0-0 oc pudins(70-0-0 maz.�:6-10.
14-20:2x6 SPF No2 BOT CHORD RigiE ceilinq direUly applied or 70-0-0 oc bracing, Except:
YlE65 2x4SPFNa2'EZCepP GO-OOCbradng:30-31,28-30,27-28;26-2I,2S2fi,24-y5,23-24,22-23
3-04,5-44.11-18;13-74,13.78:2x4 SPFS SNtl .21-22.20-21.
OTHERS 2x4 SPFS 5tud'Excepf WEBS 1 Row at midpt 5-04,5-36,636.631,7-31,7-25.9-25,
10-25.10-20.11-20
21-51,5657,58-59,60-fi7,62-63,30-68',32-70,7fi-77,78-79,97-99:2x4 SPF No2
WEDGE
Lefl:2x4 SPF-5 SWtl
REACTIONS All bearings 39-11-8 except(j1=lengih)14=63-8,16=63-e,15=63-8,19=0-3-8,
17=03-8.
(Ib)- Max Horz 2=309(LCd)
Mex Up6fi All upliFl 700 Ib or less at joint(s)2,14,48,49,16,19,17 ezcept
A4=-167(lC 5),36=111(LC 4),31=-049�LC 4),25=278(LC 3),20=101(LC 6)
Max Grav All reaclions 250 Ib or less at ioinQs)27,22,23,24,2fi,27,28,30,32,
33,34,35,97,.38,40,47,42,43,45,46,47,48,49,ifi,15.19,17 excepl
2=275(LC 9).44=526(LC 9).36=387(LC 1),31=431(LC 9),25=]89�LC 10),
20=382(LC t).14=359(LC 10)
FORCES (Ib)-Max.Comp./Maz.Ten.-All forces 250 Qb)or less except when shown.
TOP CHORD 2-3=-307A18,12-13=-29]/62,13-1d=-332q2
WEBS 3-44=277/155,5-44=-28782,6-36=-26q/87,7-31=-322Ii32.9-25=462/192,
10-20=-2]0/24.11-20=294/197
NOTES t,p,it:l I tt9rlilT:/
1;Unbalancetl mol live loatls have�een cansitleretl for this Oesign. ti�� }fjaEP�'l' ��`ti��`
2�Wind:ASCE7-05;90mph;TCOL=6.Opsf;�BC�L=6.OpsF h=25fi;Cat.II;Exp'B;.enclosetl;MWFRS Qow-rise)qable end zone;cantilever 4��q.�.���ST��'- "�� �..�
lefl antl nghl exposed;end vertical lefl antl ngM erposetl;Wmber�OL=1.60 plale gnp DOL=1.G0 p.. �```�:,�
3) Truss designetl fo�wintl loatls in Ihe plane of the W ss only. Por stutls exposeA to wind(nortnal to Ihe face),see Standard Induslry " �' � '4 '
Ga�le EnE Delails as applicabl¢,or wnsult qualiletl builtling tlesigner as per ANSI/iPl 1. PE-i!Oi222� +
4J Pmvide atlequate tlrainage lo prevent water pontlinq: = m ' : q 4
5)AIl plales are 2xa Mi2o unless otherwiseintlicated. � "a '- ST � OF ? 2 �
6)Gable stuCS spaced al td-0 oc. %, $5 : . -q ,�
7)This iruss has been designetl for a 10.0 psf boVOm chord live loatl nonconcurtenl wilh any other live loads. '^"r O •• • ,,��,� �*
8)ProviGe mechanical con�ection(by others)of Iruss lo beanng plale capable of withstanding 1001b uplifl at joint(s)2,14,48,49,ifi,19, �� - "' t�U�`�ti"4
17 ezcePl Qf=1b1 44=167,3G=111,31=149.25=278.20=101. �� �.AL . 11����
9)This iruss is tlesignetl in accortlance wilh ihe 20061ntemalional Residential Cotle sections ft502.11.1 antl R802.102 anE referencetl ��r�i11111ii��"�
s�a�da�dnNSiRPi i. Juty 16,2014
dbMtiS%@d1944J2J�pbteaks inclutling heels"MemOer entl fxity�model was used in ihe analysis antl tlesign of ihis W ss.
� WARNING pl �p pMy ' U C t f Ak ledg 1 Ip 8 NSt J JT I �M Icl ¢EPOp cl i ,y fyJ g p e1 tl tl 1 N' T s
Oq � 'B41hDJRl S� 1( �U314�61 OIyMTk d011 M1A� edf1F1 Jga gl �el� ip�l Qg0 � GI �i
p� I p GIIIYI IF tl y ��M1�� 91 1 po Itl ptl tlh ' T� J g pl I tl 0 CII p, A bI�Y � IIM1' pa Ib yp? I e
- �10 p" l� po Olty (� Ow p On � 1� q B I IM1 B IMI p0 B G ANSIRPII.L 1 I t IJ g� 1 � 0� I � dtl�ram ��
' b pms � kt g IY^�� b p g 1 tifryW g pdOd It pa ry strenVa g INe-g� 1 t�NyJ q 1 q N1� e5pan5LNXyo/I�elrus -nslalle�.
FUEtonalpermanenlGUldngslffiInyLraangolt�eove II ImcWre�slM1ares�nsb'Iilyo�l�eOwneqlM1eOwnefsaul�onzetlagenlorl�eBuldng�esB^eqp¢rinelRFlnelBCane
An51RPILPorgeneralOw4anceragerEing4esign�esOOnsI011111es,la�ncairon,QUalltycanlml,ztorage,Uellvery,e�edlon.�aleralmsVainlmEUiaBa�alGracMg.consuXlM1eHbsleUXionoll�e �°
ieqmeieqnrvsirPii,�neecsiwmma�ysneeu,a�eiorec5i�emwinecompo�emsaierymm�aao��a.anaei�romsecna�„..�soc�e�z�y.wmme.nyaiaieemsanano�imo�ero� ENGINEERINGttC
s�ppree'��m��oesne pa�kage.ma i�,ss ae,y�e�o.iN�:e�s�e���e��e�,�a�o eennee as a sPe��auy e�a��ee,7�s Hor me a�nenq oe:�ne,o�m�o��u��y.
b� Tmss TrussType Oty Ply wengewootl�3Grane'rnHall
1840]90J
E1C<1I16] TG03� GA9�E 1 t
Jo�Retere (o fonap
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NOTES
I 7)Graphical putlin represenlation tloes not tlepicl the size or Ihe onentation of Ihe putlin�along Ihe top and/or bottom chord..
12)Hangeqs)o�other conneclion device(5)shall tie provided suffcien�to support conceniratetl load(s)141b tlown antl 321b up at 41-1-B,and 141b tlown and 32 Ib up al 43-1�-8,
and 741b down and 321b up at 45-tA on ho�lom chord. The deSigNSelection of such connec�ion device(sjis t�e responsl0ilily o/others.
IOADCA5E�5) Slantlartl
i)Deatl+Roof Live(balancea):Wmber Increase=1.15,Plate Increase=1.15
Uniform Loatls(plQ
Vert:L6=-60,6-10=-60,10-13=-60,2-14=20
Concentraletl Loatls(Ib)
Veh'.117=-16 118=-14/19=-14
� WPRNING PI 1� gply N I� C 1 �Y A k M UB ,� � �P B M51 C-NT 1 M I cl edP W tl f V ty� g p 1 . a . 4 M N T ss
� ry � 'g 01� OJRI 5� 1( 011�)Ce1 OIyMTk tl pl1S �N0 e01 II 1 0 pE p� Oa INTA' t tl 9tl g'e' t5 �
01 I p �I1yl Ih tl q II� 5 91 1 p Itlep 1 tl� ,TM1 tl g pl �I d g O( ' 0 pldy 4 � 10 po 11 yp� la B
0 Ia p" I� p EIAy �I� O @ Pv ( �M1 tleg 1 � B W�g0 la p qN51RP11 l l I 1 �E g 1 M1 'ti�iJ I ¢E E p Cm �
I wmp�e U kf g ly,n�( 0 N 0 I OY�yM 8 AOEA II pa ry VenVU p 10 -gl 1�0V4 h B � C �� re p blily I��elm55'nslelle�.
AJJIOnalpe�manen�OUM'np5ta0J1y0�acnpoll�eove II Vudure�rs��e�re5pon5dl�yal��eGW ep�p¢Qwne(saul�nx¢Eapenlml�e0 N p�esi8�<Lpe�llrelRL,I�eIBCaM
HNSIRPII. PorgeneralpuitlanuregaNingtlesg^respansi�ll�ie;labnration,QUallrycontml,sbrage,dellvery,eretlnn,lateralreslnirilendalegonelLrecin9,rqnsutll�elales�eaNlono(��e '"
wcnneiac,aHSinaitm�ecsis�m��y:nee��.a�amreesitewa���pcomoo�ams�raiyu,m�m�o��e�aa,marcomsecnaiw«.,:e�me�sey.�ma�a,�y��ia�eems�anaim�;mo�airo� ENGINEER/NGuc
supvi�ee�nmeionsnnoackaqe.mewsseesqnerar�nisseesia�ena��eer�aisoeerineeasazpec�anye�gineep�zrvotinaeu�einAOesv�neraimaemuinq. �
Joo Tmss TmssType pty PIy weeqewooeaacraneinHan
IB<0)90d
B14U]1Bi TGO< RooISVe�IGrUer 1 �
Job Reference o tional
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0-�1-0
�1-0-0 �2-9=! �-0-� 6-14 ]-)-01 1J-Itd � 20-0-0 I11-t1-0 I N-�
.0.1 0 '1-106 �1-613 �19J �tEJ � 61�J 60-0 I�-11-0 3E-0
°'"�� s.s II scaie=v�o.t
6
120p�
iaao is
� 8.00 12 6v1a �i5 61 6 'Ss6 •\
6 0� 12 Bz6�i
ZCO II
CDO 12 8%8 i < �!
Bx18 G 3 -01 8
3-
2 � � 11
I � 9 0
I
1
� �m�I qb - t � -Y J 10.13
IB
� �� 16 15 Id 13 �� 11 ID
5r13 % Bx8= Bx8 = 6r8 = Cx10 = 5R6=
12x12 =
4-9-8 �dd< I61-] �]-041I t}1Y8 I ]t_t1-0
&9-8 1-&12 14-3 1-6G 6343 ]-01-8
Plate OHSets IX V1: f2:0-6��_-3-4���13:0-3-8 0�-0 174:03-8 0-6-0� 115:U-3-B 0.4-01
LOADING(psQ SPACING 2-0-0 CSI DEFL in Qoc) I/tlefl Utl PLATES GRIF
TCLL 20.0 Plateslncrease 1.15 TC 0.68 Vetl(LL) -0.15 74 >999 360 MT20 1691723
TCDL 14� �umberincrease 1.15 BC 0.66 Vert(TL) -0.36 14 >725 240
BCLL 0.0 Rep SUess Incr NO WB 0.85 Horz(TL) 0.04 10 nla n/a '
9COL 10.0 Cotle1RC2006RP12002 (Malrix) Wnd(LL) 0.08 14 >999 240 Weighl'3241b FT=20%
LUMBER BRACING
TOP CHOR� 2x4 SPF Na2•Excepl' TOP CHORD Slructural wootl shea�hing tlirectly applietl or 2-11-15 oc pudins.
69:2x6 SPF Na.2 excep�entl vertirals.
BOT CHORD 2n8 SP 24WF 2AE BOT CHORO Rigitl ceiling tlirec�ty applietl or 10-0.0 oc bracing.
WEBS 2x4SPFS5Wd'ExcepC WE9S 1ROwa�mitlpl 5-01
4-14,5-13,611:2x4 SPF No.2
REACTIONS (Ib/size) 1=5310/03-8 (min.&2-3),10=2336I0-&8 (min.0.1-8)
Max Ho2 1=246(LC 4)
Max UpIift10=-70(LC 6)
FOftCES Qb)-Max.Comp./Max.Ten.-_All forces 250(Ib)or less excepl when shown.
TOP CHORD L2=-11065/0,23=-7 1 324I0,3-4='94'79/0,4-5=7254/0.5-6=-2162/112.6-7=-2122/120,
8-10=-342R81
BOTCHORD 1-1]=0/10342,164]=0I10342;1&18=0/10495,1 5 7 8=0/10495,14-05=0/99fi6,
13-14=0/]650,1243=0/5447,11-12=0I5447,10-01=0/819
VJE85 &16=4041/20/,2-05=-015/0,3-15=0l2300,3-14=3340/0,4-04=0/4827,4-13=-4672I0,
5-73=0/5543,5-01=-0818/100,6-77=-7fi/2462,7-11=39l745,740=207910
NOTES
1)2-pIy Vuss to be wnnec�etl lagether wi�h 10tl(0.13P'x9')nails as�ollows:
Top chords conneGeO as�ollows:2x4-1 mw at 0-9-0 oc,2x6-2 rows staggeretl at 0-9-0 oc.
� Botlom chortls cannected�as�ollows-.2x8-2 mws s�aggeretl a�0-9-0 oc.
Webs connec�ed as/ollows:2x4-i�-row af 0-9-0 oq Exwpt member 144 2x4-2 mws staggeretl a10-2-0 oc.
2)All loatls are considered equally applieA�o all plies,excepl if noteC as ironl(F)or back(B)face in Ihe LOAO CASE(5)seclion.Pry lo py
connections have been pmvitled to tlistntiute onry loatls noletl as(F)or(B),unless otherwise indiwtetl.
3)Unbalanced mof live laatls have been consitlered tor Ihis tlesiqn. ��iJ t t f q;�
4�VNntl:ASCE 7-05;90mph;TCDL=6.Opsf;BWL=6.Opsf;h=25tt;Cat.II;'Exp.B;enclosed;MWFRS(low-nse)gable entl zone;canlilever j?}1t��i<:,[{�F{ j�Gry
lef�an�ngh�exposeC;entl vertical left and nghl exposetl;Lumber DOL=1.60 pla�e grip DOL=7.60 4Q' a�' .. ��h �%
5�This iruss has been 4esigneG for a 10.0 psi bottom chord live loatl nonconcurrent with any olher live loads. ��` q.�. 'I��ST�� ,aj.;,.
6�Provide mechanical connec�ion(by others)of Iruss to beanng plate capable ofwithstantling t001b upli(�aljoint(s)10. ' i 'G� �p'•,S`� `
��T�is Uuss is designed imacco�tlance wi�h Ihe 2006 Inlerna�ional Residen�ial Cotle sec�ionsR502:11.7 antl R802.102 antl re(e�enced " ��;� '� '"
:�a�damnNSiRait : ?E'i1072220 ;
8�"Semi-rigid pitchbreaks indutling heels"Member entl(xiry model was used in ihe anatysis antl design of ihis Imss. r A : - j a �_
9i Hanger(s)or olher connectiondevice(s)s�all be provideE suHicient 10 support wncentratetl loatl(s)8801b tlown at 1-1 il,and 888 Ib -� q �_ STA i OP � 2' �
aown at 3-N-d,and 3987 Ib down and 1661b up al 5-10.8 on Eotiom chortl. The tlesignlselection o/such connection deNCeis)is Ihe �� 9O-,. L �
responsibility of olhers. :'•v� �"
,!F . .. .•''� j .
LOADCASE�S) Stantlartl °� } �r . .t���
��1�JtIUi I I f i�f i;l,�
ContinueE on�page 2 July 76,2014
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pl I P 'el'IY� In 0 9 �N -911 0 IOpdtlM1 ".TM1 d g p1 I E 9 al -Bd1AY � fIM16 � tro� YV n Wr ,
� le g' 1� � po Olty 10 Ow 1� Qr f- IM1O <tl g � IM1 B k q D p p AN51?PI 1 L t I 1 IJ 0 4 M1 'd J I C E cM1 J m¢ Ce s
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IRC,I�eIBC.AN51/rPIt,�M1eBC515ummarys�eels,-endlorBCS(BUIItli�qCOmponem5al<�ylnlortnalbn)availablehomSBLAalxww.sCCinpuslry.camaMany�¢IaleJln5laAalionlnlormatpn ENG/NEEH/NGt�c
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Job Truss Tmss Type pty Ply weagewooa u crana'rn Han
IB/W90<
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ob Reterence o tional
PROBUIL�. MOOqESVILLE.INa6t58 ]UOSOdIa301)MiTeklnOVSlries.Inc. TUeJU115R:P'.]81014Page3
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LOAD CASE�S� SlanGartl
1)Deatl*Roof Llve(balancetl):'LUmber.lncrease=1.15,Plate Increase=1.15
Uniform Loatls(pIQ
Vert:i-2=-fiQ2-3=-60,&4=-60,4-5=E0,56=-60,6A=-60.8-9=60,1-10=-20
Concentratetl LoadsQbJ
Vetl:14-3901(9)17=-888(9)70=000(6)
'� WNRNING Pk 1� g�ly " I� C t � f A k I UB_ � �P B W5� 0 Ni IO M I�tl� OPOO cls I .V ryO Ip p 1 U 0 1 I� T ss �
� g � 'gtl�M1pJR�� SM1 �� 0]1�)b� OIyMTk �1p11 M1N� tlll� � 480 glCeldTA' 1 tlgE p'dls
01 I 0 �ItYf N E g IIM1 BI I po IE "i E� " T� E 9 P� � tl 9 Un A tI�Y � IIM1' P 11 - YDan I� B
E b B 91� 0 ��W ��� �' �� �' ' a IM1 E B �o��� B M 0� 9 pe PN51?PI1 L 1 1 � 10 q�G 1 -Eivitl I O Edi tlm b 5
e(orcompresson�uckingonly;nol�orbubnqs1a0111yoaun9Atl0AOnal�emporary�eslraM/aqnal�ratlnB�o'nureslaLlAytlunngc �mdon"51�ere5paro01�yall�elms 'staAer.
Rdd�ional pnmanml bmdmg 51aGp�y�racxig o/00 oma0 SWtlurc is IM1e msponsbility ol l�¢6xneq Ilie QrneR aWM1OnzeJ agent or tM1e BurNing�esigneq per IM1e�R41�a IBL anJ
qrv51RPILFOrgeneralgvEancar0 d��gd B Po ��� IYriialio O���Y� � l � 9 �N�✓ry, cl� bl I � IainlaUOag IE �'g.�wmutll�eblmle0�ono�lne �•
IRGI�e�BC,AN51RP1.11heBC51 marysFeels,-an4lorBL51(BUI4ingCOmponenl5a(elylnlrtnelron)avalablehamSBLAalmvwsbtindustrycomanaanyata�e4-nStaMMroninloima�inn ENG/NfFR/NGuc
SupP�ied in IM1¢jobsi�e pdckagB.The I�uss desqner or Ir�iss tleiipn Bnpine¢�(a150 E¢lnCE a5 d SVeCielry enqin¢Gr)i5 NO?1�¢Buiping pESgnP!011�0 EuiWi�g.
Job Truss Truss Type pty Ply. Wetleawoo0 a3 cremm Hall
IB�B]905
B16C1]i6] TGOS Rool9pecklGtrde� 1
Z J �R f I [ II
PROBWL�, NOORESVILLE,INa615B ].00SOCIH2U13MiTeAln4untles,IncTUeJu11512'.I]:39lOHPega1
IO'.V xNIEH01L8y16562NryFz9HHi-LWkMKtlxaRCLpK6zqA280E9wMS1iv8YgH9yXKyxpka
].]4 �_ 150-13 I 2Y40.0 . .
]]-0 ].541 ]-9-3 �
Sz0 - Scale=L89d
5
8.40�
Sx8 O ]x6 =
]�5 % �
J �
]xfi °
ul Exe �i 6
Z 4-6
Jr5 =
2 � Jt6 -
c5� ' ' lP T _� 11 Ir'rv
� 5x8 II �� �� �4 yl5 816 19 18 � 19 20 21 g 32
�z8 II dx6= 9x8= 6x8=
i ]-1-1 � 150.13� � $2-164�
Jd4 9-Sil ]-9J
PlaleOftsets(XYC �tEdoeO-1-61�f5A<-BEtlqel f7:0380-0-01
LOADING(ps� SPACING 2-0-0 CSI DEFL in Qoc) I/tle0 Utl PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC 0.84 Ven(LL) -0.16 6-7 >999 360 MT20 169/123
TCDL 1�.0 Lumberincrease 7.15 BC 0.58 Vetl(Tl) -0.40 6-7 >671 240
BCLL 0.0 RepSiresslncr NO WB 0.88 Hoa(TL) -0.02 11 n/a nla
6GDL 10.0 Code IRC2006/iP12002 (Ma�nn) Nhntl(LL) �.12 67 >999 240 Weig��'3301b FT=20%
LUMBER BRAGING
TOP CHORD 2z4 SPF No2'ExcepP TOP CHORD SWCWraI wooA sneathing direclly applietl or 5-0-2 oc putlins, excepl
t-3:2x4 SP No.t entl verlicals:
BOT CHORD 2x6 SP 2400F 2AE BOi CHORD RigiO ceiling GireUly applied or 10-0-0 oc bracing.
WEBS 2x4 SPF No1'Except' WEBS t Row at midpl 5-10,4-6
2-9:2x4 SPF-S Stutl,d-6:2x45P No.1
OTHERS 2x4 SPFS S�ud
WEDGE
Letl'.2x4 SPF-S SWd
REACTIONS (Ib/size) 1=4001/Mechanical,71=4293/0-3-0 (min.0.1-14)
Max Horz 1=477�LC 5)
Max Uplittl=-154(LC 5),11=-093(LC�S)
FORCES (Ib)-Max.Comp.IMax.Ten.-AII forces 250 Qb)or less except when shown.
TOP CHORD 1-2=-5394/781,2-3=-284123,33=-2617I68,q5=270124;640=-001/4174,
5 7 0=40114 1 7 4
BOT CHOR� 1-12-520/4320,12-03=-520/4320,13-74=520�4320,9-14=520/4320,9-15=520/4320,
75-06=520/4320,8-7fi=-520I4320,8-17=-520I4320,1748=-520/4320,748=-520/4320,
749=263/2259,19-2�=-263/2259,2021=-26312259.2122=2632259..6-22=263/2259
WEBS 2-9=-10025�8,2-]=-2541/31],4-7=-P60/4009,4-6=-3723/431
NOTES
1 i 2-pty Wss�o be wnnec�etl logether wi�h 10d(0.137"x3")nails as follows:
Top�chortls wnnecled as follows:2x4-1 mw at 0-9-0 oc.
Bottom chords wnnectetl as follows:2x6-2 mws sfaggerea al 0-9-0 oc.
Websconnec�eGas(ollows'2x4-1mwa10-9-OOa i i"JRt11i/r�r
2 All loads are consitleretl e uali a lietl lo all lies,exce t if notetl as tmnt F or back B face in ihetOAO CASE S section.PI to I dit'�'' O
)conneclions have been providetl la tlisinbute nly IoaOS notetl as(F)or(B�(unless athe`wise intlicafe0. ( � Y P Y .��� ����PF{ ������y
9)Wintl:ASCE��-05;90mph;TCDL=fi.OpsY,BCOL=6.Ops1;h=25fl',Cat II;Exp B;enclosetl;MWFRS(low-nse)gaEle end zone;cantilever ���..�. 'V�ST���.."�j.!Y
lett and nghl exposaa;entl vertiwl left exposeq Wmber pOL=7.60plale grip DOL=1.60 ��, .=q.� � Fq•;.tt`,�`
4)T�is truss�as Eeen designed/or a.10.0 psf bollom chord live load nonconcurrenl with any other live loads. '� PE-1101"1220 j
5)Re/er to girtler�s)Por W ss to W ss canneclions.
8)Bearing at joinqs)11 wnsiCers parallel to grain value using ANSIRPI i angle lo qrain formula. Builtling tlesigner should veriry capacity � e ; '�q y
o!Gearing suAace. ' ?1 S7 OF 2 �
7)Pmvitle mechanical connectian(by olhers)of tmss to beanng plate capable o!withslanGing t001b uplift at join�(s)except Q�=1b)1=154, 1>a''-, p. ,u 1~
11=d93. � ,�
B)This Imss is Cesigned in accortlance wil�lhe 20061ntemational Residenlial CoGe sections R502:11.7 antl R802.10.2 anG referen<ed �yf�.',J t1C y��"
slantlartl�AN51RPl 1.
�9)"Semi-ri9id pitchbreaks ind�tling heels"Member end fixity motlel was usetl in Ihe analysis andtlesign o/�his Iruss. rr�lffip��iy:ti��
Continuetl on page 2 JUIY 16,2014
� WARNING Pb �� BM1Iy ' �� L f ! A k ovA�dg � Ip B IUS� tl NT I M ��t DP W ci I V MyC p p � 1 0 0 1 1� T 5
� Og � 'g4�� DJR ! S� 1( .Wt�)O10 .OIyMITk dpll � II� EINI JBtl 'g1 �elqiFl EgE �B�d-ts
p� I 0 IWlryl t� J g 11� �91 Irv m�pa �E Ptt 0� � Th 4 Ig Pt ,I tl p �M� �A LNY 4 5 �N'SC pa �I � YP� � �
L�N 9� Ih p DIIY Ilh O.v IM1 (Tr f 1� 4 9 1 IM1 B IE�9D q pe NNSIRPI I L� I � Itl g 1 � OIVN1 1 G� 4 M1 N b
1 mprts � MI' p ly �I b M B �tillly� Gpg,qtlal 11 � ry 1 'V4 q �p 'gl ' 1 UIIXyd tl g 1 vt Ih spa bltly 11� 1 �nslalltt .
Adtll' alperm Ib'b'9 1 C1tlY� p II� �I 1 U ' 1� Po IMIiIY II� Ow 1� Ox t �1� � p � N B I�BD 0 M 1� IRC 1� IBC na
ANSIRPIL Po g ai9utlance�p N'�qd p p UII (eY(¢efio Q ellyconlmi sla 0 d I ry d I I relreslran�a Eti g IY 'rg � tll� NI IMdonolli�e !°
�acmiecnHS�Rair.meecsi maa�n�a�s,,�amrecsue�ne��cam��emsma�ymireim��a�aiaemrcomsecnai.�.w.:eum�:irv.wmamey,eia�eem��anaro���m�a�a� ENG/NEERlNCuc
suyprce m me�uesae na<tzpe.me euzz eesre���o,o-uss aes;gn zng;dz„(a�su aeeoce zs a:pecie�y c�gmecp�z Hor�ne ewaing oesqner m�ne ew�elnA. �
Job Trass TmssType ply Vly weagewooaaacraneinNan
IBd81905
81411]161 TGOS RoolSpecialGLUe� � ^
L Joti Reference o tional
PROBUILD, MOORESVILLEIN�8158 ]iJOSOd�110tJMITeklMUSines,Inc.TUeJUI15II'.]t2920NPage2
10:V_xN IEHOILByt6562NryFx9H KI-LNkVhKdxaRCLpK6zqA290z9wM slivBVgH9yXKyxpka
NOTES
10)Hanger(s)or other connection tlevice(s)shall be pmvitled suKGent�o suppotl concentraled loatl(s)5921b Gown anA 451b up af 7-7 7-0,5921b down and 45 Ib up al 3-11-0,
592 Ib tlown antl 45 Ib up al 541-4,592 Ib tlown antl 45 Ib up al 7-11-0,592 Ib tlown an0 451b up al.9-11-0,5921b tlown ana 45 Ib up al 1141-4,592 Ib tlown antl 45 Ib up at
1341-d.5921b tlown and 451b up at 15-7.1�4,5321b down antl451b up�aL 17-i L4,antl 5921b downand 451b up al 79-71-0,and 5921b down and 451b up a� 2141�on
bolmm chord. The tlesign/selection of such connection Gevice(s)is the responsibility of others.
LOADCASE�S) Slandard
1)Dead.Roof Live(balanced)�,Lumber Increase=1.15,Pla�e Increase=1.15
Uniform Loatls(pIQ
VeM1:L5=-60,i-6=-20
Concentraled Loads(Ib)
Vert!72=-592(F)13=-592(F)14=-592(F)15=-592(F)1fi=-592(F)d7=-592(F)18=592(F)19=-592(Fj 20=592(F)21=592�F)22=592(F)
� WARNING PI N gM1ly ' 1� C 1 �f A F IMg 1 IP B M5t 4 ET I M .I�tl tlP G I I -0 ryE B V � 4 4 � �h� T 55
� q � 'gtl1� OJRl SM1t( '0]td�lel OIyMTk dpll FIIb tl� IM1I tlgE rgl � IHTFI Oga g�Els
p� 1 P UIIYI Ip O IB II� I BI 1 po �0 pld O��- T� 0 g plb I E g 41 X�IAY tl ItA po Ib YPa� H� e
b Id g' Ih � pa blty flh O @ p.r e 1� tl g lo I�eB Id pD g p ANSI?PI1 L 1 I 1 IE g f M1 'dvitl I L Ecli Em b o
I wmpres on�uckl'ng only,nol lor bu Itl ng sfab liry bmurp AdtlXiorel t mporary restm nVd gonal bmi ng�o'n urt slab Ny dunng m Imtl on s tM1e rtspons�tlXy ol lhe Ims 'slaller.
AdQlDnal permanenlOUeMrvrg sfabilAy MaavB ol Ue ove�allSVUdure is l�e rtS�miDll�y oI I�e OwneL II�e Ownels aul�otl[e�ayenl o�I�e BwM�nq�esigmr,pe�Ilie IftC.Ne IBC enJ
ANSIRPI1. Po�g �IguiJencerp 0'�g0 g po bll �b'wlion,puaArycmholetoapedeN ry d ,�1 I IeinleMU p Ib '+g,wnsvl�IM1eW�e5leEXlonoll�e �•
wc.meiec,nesinvii,msecsi mma,y3n«�sa�mo�ecs�e�amecomvo�emsaie�ymrm,aro��a.siaeiexomsecna��,sne�a�sey:�ma�ea�yreiamamsiaxar�mio,�,aro� ENG/NEERlNGiec
saaouea m me�oezue uacxaye.me vuzs eez�ner or m�sz aeziqn enqineer�aisa mfinen as a specieny ene��eer�is eor me awu�ny oezpne�onne eu�a�r�.
Job Tmss TrussType Qly Ply wee9ewooasacranainHan
1018>9a6
816apf6] V01 VaNey 1 1
Job Relerence loofonall
PROBl11L�. MOORESVILLE.IN�6158 Z�30sOC11�201JM1TehIMUSVIes,inc.TueJU11512.]i29R016 Pagel
ID:V_xMEH�IL8y�6S62NryFZ9HKl-IU�kVpKtlxaRCLpK6zqA260iLHM_giOgYqH9y%Kyxpka
&1-0J � 30.3-1 � 2BA-0d
&1-0J 121-0 &1-iJ �
p.5= fs.a II Lsza II 4" — sca�e=LsTt
3 0 6�—_ IS� 5 6�1 6� a
iz.00 iz
vs.� u
i.s.a i�
z / � �
i ai s� i
xi �
i
e
d d
� 3va �
�'� � 1C 10 II 11 10 9 �
L5�< II 1.Sa< II 5x6 = i5x< II I.St4 II 1.5v! II
]B-C-10 2&¢14
28-4d0 4d<
PlateOHSe1sIX.V1: 130-04.0-7-721 f6:04-40-742I112'03-00-3-01
IOADMG(ps� SPACING 2-0-0 CSI DEFL in (lac) I/de0 L/d PLATES GRIP
TCLL 20,0 Plates lncrease 7.15 TC 0.11 Vert(Ly n/a - Na 999 MT20 169/123
TCbL t0A Wmberincrease 1.15 BC 0.07 Vert(TL) nla - n/a 999
BCLL a.0 Rep Stress Incr Ves. WB 0.40 Horz(TL) 0.01 8 n/a nla
6WL iDA. CotleIRC2006/TP12002 (Ma�nz) Weigh1:1091b FT=20%
LIIMBER BRAGING
TOP CHOR� 2x4 SPF No2 TOP CHORD SirucWral wootl shealhing tlirectly applied or 50-0 oc pudins,except
BOTCHORD 2x4SPFNO2 2-0-0ocputlins(60-0max.):3-6.
OTHERS 2x4 SPF-S SWd BOT CHORD Rigitl ceiling directly applie0 or 10-0-0 oc bracing.
REACTIONS All bearings 281-6. .
pb)- Max Horz 1=482(LC d)
Max Uplift All uplifl 7001b or less al joini(s�7,f I,12,13 except�f4=181(LC 6),9=-082(LC 7)
Max Grav AO reaclions 2501b or less at loint(s)1,8,13 ezcept 10=256(LC 11),11=334(LC 10),.12=342(LC 71),
14=366(LC 1),9=365(LG 1)
FORCES Qb)-Max.Comp.IMax.Ten.-All(orces 25o(Ib)or less ezcepl when shown.
WEBS 5-11=256/107.442=-261I709.244=-270226.7-9=-2]O1226
NOTES
11 Unbalanced mof live loads have been wnsitleretl tor�his tlesign.
21 Wnd�.ASCE 7-05;90mph;TC�L=6.Opst,B W L=6.OpsF h=2511;CaL II(Exp B;enclosetl;MVVFRS(iow-rise)gable entl zone antl 0.0
Extenoq2)zone;cantilever letl and ngh�exposetl',end vertical IeR antl nghl exposetl',C-C Por members antl forces 8 MWFRS tor
reactions shown;Lumber OOL=1.60 plate gnp DOL=1.fi0
3�Provitle atlequate drainageto preventwalerponding.
4�Gable requires caNinuous bo�mm chortl beanng.
5�This truss has been tlesigned(or a 10.0 psl botlom chortl live loatl nonwnwrtent wi�h any o��er live loatls.
6)Provitle mechanical conneclion(Dy others)of iruss lo beanng plale capable of wilhs�antling 1001b upiift aljoinqs)1,11,12,1J except
Qt=1b)14=181.9=182 ..
7�This imss is designed in accordance wi[h Ihe 200fi Inlemational Residential Code sections R502.77.1 and R802.101 and referencetl
stantlarE ANSI/TPI 1.
9�Graphicalputlinbep?esenatontlo senotdepictthenszeorllheotlernlationoflihehputlinlalonglha�opand/orb itom�chord. `t}�t�„�.�Pfrrr��'L�
LOAD CASE�S) Standard ��Q,Y� �i$7 ���"rr/�
E T '.
3 2;�' 6';``�v=
; �E-�ia}z2zo ;
.`.. A i (. /� � 4 �'
✓ 9 �. �JTr41 V� :�,?^
. 4�''. � , . '41 `
~: ti • •: ... . O
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���l1�tN111�l Usiti•
July 76,2014
A WARNING Pk 1� gM1ly - 1� C 1 �f pk I�B IINP 61tl51 tl dT I M Ici edPMCt I .V lyd g P � 4 4 � nN' T ss
0 q O "g 01� OJftI Sp 1( ;0}�d)pel OIyMTk tl plt �Fp EI I� 1 E Ig p Igl Oe Iq TA' 1 U ,y E "B�4 �s
p� I 0 011y( IM1 U g 11� 3 gl 1 0 IEOGE� - .ID O y h 0�� i tl g UL i1LNy E IIM1' po 11 ypaM I '
�'Itl g 1�- po �'ItlY �I� [Tx 1� Ow ! e 1� 0 9 1 iNeB XI'B� 9 pe ANSIPII L le I 1 t0 9 1 11 -d1Vp� I 0 0 �Nm p¢
relo�compesSonEUCkNngonly,no�lo�buldn051abIi�yUreunBAtlJAronallmpataryeslmiNEaO�dlG�atinplo'nsura9e�l�ydunngm Imtlon'slM1eres�nsbtl�yol��elmss'nslaller.
Aedtlbnel permanent buiking sbOAAY�raanp ol l�e ovemll slmqure�z t0e respansiOilAy ol0e O.vner.Ihe(M'neh aul�onmE a8���oi I�e BuiMlnB�aslgnec per Ihe IRQ I�e IBC a`M
ANSIRP�L FarBe^eralBUi4anceregardingtltsignrtsponsi�ilM1las,la4riralion.qualiqmntmislorage,tle�ivery,ereclbn,laleralreslrainlenOJlegonel�mcng.wnsury�heblesleC�lonof��e ��
iRC,inaisc.nusnrPii,irvaecsi��mman�nee�s,a,mmrecsi�e�ae���ecomeooemsai�irimo�maia��a�anaeiarcomsacnai..,�..,sewe�.�n=�ma�aa„r,ei,�,e���sianaim���mo�aro� ENG/NEER/NGttc
suppneainmeionsnepacraoe.meu�zsaesro�arorwszaesienena�dea�aisoeer�enes.spec�anyeny�nee��isrvonnee�aa��ngoure�e�oimeomw��g. ' -
Job Truss TrussType Oty� Ply Weaeaw00043GranainHall
Ieael9al
BIC�1]18] V02 Valley � �
J �R t ( 1 Il
Pfl09UIL�, MOOftESVILLE,IN�6158 T.<)OSOd14101JMiTeklntlmines.Inc. TUeJN15II:J190tOidPagel
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t440-J I ]5-844 �
1b10.J 12-10.]
�x8 - Scale=1'.82J
5
II.Oa 12
I.Sra II
sT t5s� II
Jr6�i � 6
]a6 ��
3 �
1.SZa II
s t iSxa II
1 e
� e'��
�.�z e-
� I 9
b �_ g
d —
ax< i is u u >> ia a.a��
13
1.SW II ��6 = 1.Sa0 11 15R6 11 I Sx� �I
tsxa II
zsaio zsg-ia
zso-w o-d a
LOADING(ps� SPACING 2-0-0 CSI �EFL in Qac) VtleO l/tl PLATES GRIP
TCLL 200 Platesincrease 1.15 TC 0.21 Vetl(Ly nla - n/a 999 MiZO 169/123
TCDL tOD Wmberinaease 1.15 BC 0.12 Vetl(Tl) nla -� n/a 999
BCLL �.0 RepStresslncr Yes WB 0.15 Horz(Ty 0.01 9 n/a n/a
BCDL 10.0 Code IRC2006/TP12002 (Malrix) WeighC 1081b FT=20%
LUM6ER BR4CING
TOP CHORD 2x4 SPF-5 Slutl'ExcepP TOP CHORD SlrucWral wood sheathing direc�ly applietl or 6-0-0 oc pudins.
13,7-9:2x4 SPF No2 BOT CHOR� Rigid ceiling directly applied or 10.0-0 oc bracing.
BOT CHORD 2x4 SPF No2 VvEBS 1 Row at midpt 5-72,444,6-7 7
OTHEftS 2z4 SPP No.YExcepl'
2-05,840'.2x4 SPFS SWtl
REACTIONS All bearings 25-8-6.
(Ib)- Max Hoa 1=-291(lC 4)
Maz Uplilt All uplif�700 Ib or less at joinqs)1,9 e[cept 14=-154(LC 6),15=-183(LC 6),11=153(LC7),
10=189(LC 7)
Max Grav All reaclions 2501b or less atjoint(s)72,1,9 except 14=378(LC 10),75=391(LC 1),71=310(LC 11),
10=397(LC i)
FORCES Qb)-Max.Camp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHOR� L2=-287/162
WEBS 215=282229,8-10=-282/229
NOTES
1)UnbaianceG root live loads have been consideretl torihis tlesign.
2)Wind:ASCE 7-05;90mph;TCDL=fi.Upsf;BCDL=6.OpsC h=25ft;Gat.II;Exp B;enclosetl',MWFRS Qow-rise)gable end zone and GC
Extenoq2)mne;cantilever letl and nght exposed',end vertiwl le(l and nghf exposed;C-G br members antl forces 8 MYVFRS ror
reactions shown;Wmber DOL=1 60 plate grip pOL=1 60
31 Gable requires continuous botrom cliora beanng.
4�This Wss fias been tlesignetl for a 10.0 pst bottom chortl live load nonconcurrenl with any other live loatls:
5)Provide meGianical wnneclion(by others)of iruss lo beanng plale capa�le at wil�stanEing 1001b upiilt atjoinqs)1,9 ezcep��t=1b)
14=154,15�783,H=153,10=183.
6f slalndard ANSIrtPI�tl in accorGance wilh ihe 20061ntemalional ResiGential Code seclions R502.11.1 ana R802.102 and reterencetl Ai����P�i«�J.
])"Semi-ngitl piichbreaks inciuding heels"Member end fixi�y motlel was used in lhe analysis ana tlesign ol this�mss. j� � ,. ��C' i�
: P'�';�'CytST��y�* �"T'i
LOAD CASE�S) $lantlartl l � .C,t'+ �L`�Qs ��'°F
; FE-110i222p ;
� » i - i e ?
�p,'. S TEO� :';v2 �'-
i, ,l,' ,V'>.v*.`
4r` O.•, l-' s i��.
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July 16,2014
� WARNING-PleaSetM1orougM1lyreNewl�e'CUS1omeTsTCknOwle4pemenlolPro9uIM51an4ar4TermslarMenulaquretlPrMU<IS'IOT1.Ven�y0e51B^paramelersaMreaGno�esont�ISTVSs
D g D �g 01� OJR I SM1 1( 0}�p�p¢( OIyMRk q plle55�allpeuse4�orlM1 1 0 g a "rpt � Iq.Tt� 1 -O q U ��p-U I5
pl I p 'Dllyl �� U g fN �gl 1 po 10 p[I 0� � .T� Oesgnas5umplons loatll B �� ��I�y �M I�h� pp Ib ypart I r �
�ltl B- �h po tilly IIF Ow 1h M'ef In ' tl g � IM1 B Id gD g �perNN51?PI1 Laler I 1 �E 0 ti � "6 E 1 � 4 � tlm bes
I tpres � kll g ty n If b�M'�g 1 b'Irydacl9 Add�o IlempOary e�an1/OagonalMaenglo'ns esta0l�yUUnnpco �rvROn➢iMrtsponsEBAya�t�eWSS"nstaAer.
ANTNonalOertnanent�u MMg s1aDNly UratinB a���e a�e�all 9rvtlure Is 0e msponslU I�y a11�e OwneL IM1e qvneh aulponzeJ aqenl or I�e ButlCing Desipne',per 0e IRC.IM1e IBC enU
ANSVLPII. Forgen¢ral9uitlancer¢gar01nB4esgnrespami0i10ies,fabrlqUOryqoaFrymMml.s�a�ape.ae4rery,eieUion,lalaalrt5tninlanEUiaBO�alb�aGng,conmXlM1eUle5leJXionall�e �*
�ae,meiee,nrvsinvii,ineeesi:�mmen.nee�.,a�eroreesilammmeeomno�emsmeirmm�ano�l.�anamenomsecaa�w«.:o�ioa��:��y.00ma�n:m�e�a��m+�aaaro��orormar� ENG/NEENINGuc
suppfeU in��e Iobsile packaqe.TM1e W 55 Jesigner or Imis design enginee�(a�so 4efineU as a 5peciaXy engineer)¢NOT t�e 6uilding Oesgner ol tM1e�uiWing.
Job Tmss TrussTypa O�y Ply weagewaoa ocramm�Hall
IBCB)908
BIOdP1W VOJ VaA¢y I 1
�o�RelerencaTao'onal
PFOBUILO. MppRESVILLE,IN[6158 1AJ�sOC�1�201]MITeklnUasVies.Inc. tueJU11513:J]'J1201< Paget
ID:V xMEH01LByt65621vryFZ9HKl-HIFVwNLQ6M1Ka]N4FCXOp3hu9qVMb]be3cCy�kY
1YF] I ]30.10 i .
11-6] 11-G]
Crt = Sca�e=1:]C.3
a
t5va II
12p0 12 15xd II
� 5
� \
/ ]
1.SZ� II ��� �
t5xa II
3 � g 6
26
]
1
d A—�-� —B� -d
d o
0xC O 9x< \�
1J 12 �� 10 9 B
1.Sx4 II 3x6 = ISa< II Ibv1 II LSxO II
�sxa II
o < xio-ia
o zao-m
LONDING(psQ SPAqNG 2-0-0 CSI DEFL in (loc) I/de0 Ud PLATES GRIP
TCLL 20.0 Plaleslncrease 1.15 TC 0.11 VeryLy n/a - �n/a 999 MT20 169i123
TCDL 10.0 Lumberinuease 1.15 BC 0.11 Verl(TL) n/a - n/a 999
BCLL 0.0 Rep Slress Incr Yes WB 0.33 HoaQL) 0.07 7 n/a n/a
BCDL 70.0 Code IRC2006/TPI2002 (Matnxj Weight:931b FT=20%
LUMBER BRACINCa
TOP CHORD 2x4 SPF No.2 TOP CHORD SirucWral wood sheathing direc�ly applied or fi-0-0 oc purlins.
BOT CHORD 2x4 SPF No2'ExcepP BOT CHOR� Rigid ceiling Jiredly applied or 10-0.0 oc bracing.
142:2x4SPF-SStud WEBS 1Rowatmitlp� 440 �
OTHERS 2x4 SPF-S Stutl'ExcepP
4-10:2x4 SPF No2
0.EACTIONS Allbeanngs 23-0-6.
(Ib)- Max Horz 1=260(LC 5)
Max Uplifl All uplif�100 Ib or less at joint(s)1,]except 11=463(LC 6),13=148(LC 6),9-163(LC 7),8=-048(LC '
7)
Max Grav All reactians 2501b or less a�joint(s)i,7,70 excepf 17=341(LC 10),13=315(lC 1�,9=341(LC 11),
8=316(LC 1)
FORCES (Ib)-Maz.Gomp./Max.Ten.-All lorces 250(Ib)or less excep�when shawn.
TOP CHORD 1-2=-268/154
WEHS 3-t1=2fit/273,5-9=261213
NOTES
11 Unbalancetl mot live loatls have been consitleretl br this tlesign.
2i Wind:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf h=25X;Cal.II;Exp B;encloseQ M WFRS Qow-rise)gable enC zone anE C-C
Ex�enaq2)zane;can�ilever Ietl antl tlghl expasetl;entl vertical lef�antl rig�t exposetl;GC�or members antl farces 8 MVJFRS far
reactions shown',Wmber�OL=1.60 plate gnp DOL=1,60
3)Gable reqWres continuous bo��om chord beanng.
41 This iruss has been tlesiqned for a 10.0 psf bottom chord live batl nonwncurtent with any other live loatls.
5�Pmvitle mechanical connec�ion(�y others)o(truss to beanng plale capabie of wiNStantling 1001b uplifl a�joint(s)1,7 excep�jjt=lb)
11=163,13=148,.9=163,8=148.
6�This truss is tlesigned in accoMance wilh�he 20061n�emalional Residential Gotle seclions R502,11.1 antl R802.102'antl referenced ttl�iililq,�
a
7)SSem nqitl pschbrleaks inGutling heels"Member end fxity model was used in Ihe analysis and design of this Iruss. 4`��`���;�P�i Q,�^��0�
LOADCASE�S� Standare `�Q��ft,�{��ST���`q�Tr,pYY
; PF-3707222b ;
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July 16,2014
� WARNING Pk I� gM1ly ' 0 C t � A k I Up 1 IP 8 NSt tl NT rmsbrManulacluretlP tl n ro V Myd 0 P �� 4 4 � I� T s
D g � g Qt� �JRI S� 1� �OJi<�bel OIyMTkc cl pllsaM1aAbeuse4lorlM1 1 J IB tl "gl Ue IM T61 tl g 0 g�0 less
pt � p 'p'Iry� 1� O¢p �N 'pl 1 5 tq pa IJ p t J� ' .Tli tl lJne55umplbn5loaO gtu 41 ��Itly O ItM1 p 1to yparl I r ,
b'Ia 9 �M1 P �IIIIY IIhGOw� IM1 Pv aIM1 � -0 y Io�I�eB N 90 9 PerPN51/rPlf Lale I 1 �IE g ( � 'ti 0 I b 4 M1 dm � 5
mlorwmpisssonEUCkingonlynolbr�ulUn8sle�Illy�acing:PU��onaltmporaryreslralnV4agonal�racingtolnures1aL111yJUnngc slmclonlsl�erespons4inyo�l�etrvss'nslaller
ptlOdonal perman¢nl bulpinp sIa�AAy bracing of�be orerall�sWClure i5�M1e re50onslblllly ol l�e OwneG I�e Orvneh aul�otlEeO agenl or I�e BWIOIng�e51B��q per I�e IRC,Ihe IBL antl
AN51?PILFOrgeneralgoitlance2gaNingUeslqn25ponSlplltlles,laO�IwiloqQUallrymnlml,s�orage,Jellvery.eretliorylaleralrestrainlan4Jiapa^albracng,wnSUXIM1e�a�e5leJXlonall�e '"
iac,maiec,nNSi�vii.maecsi:�,�ma�ysnea�,.a�mo�acs�e�nm�acomno�amsa�eiymm�aro�)a.anam�romsecasi.�.�..:eaoe�:irv.�omamaor,mmeem.iaaauo�mm�,,,aro� ENGINEER/NG�m
supplleJ in I�e jobslte package.TM1e Imss desgner or W ss tle5i8^P�Binee�(a5o 4efineE as a speciaM1y engineer)Is NOT tM1e BuAding Oesgner ol l�e�oiMirg,
Job Tmss �Truss TyFe Oty Ply WeE9ewoo0 43 Grantlin Hall
19d0i909
BId�P18) VOa VapeY 1 1
Jbftf 1 l 11
Pft09UIL0. MWRESVILLE.INt615B �).�3050vtH2O1]MITekI�MUSIneS,Inc.TUaJU115II:JY313010Page1
ID'.V_nMEH01L8yt6S62NryFZ9HK1-H�FVwNLtTBhKa�N4FCXOp3hq9gMAUr�be3cC yxpkY
10.24 I ..2644d
io-z-� io-z-�
0x6= Scala=1 fi6A
4
taoo tz�.sxa II
15xa II
3 5
d 3i
1.5H4 II
31 LSeO 11
2 6
� 1 )
< t-13 y l�_8 8_ -d
a° e
a.a �i a.a p
IJ 12 11 10 9 B
1.6x4 II BaE = 1.5xd II 1.5vd II 1.SS0 II 15v4 II
apa zo-a-ia
aba zo-a-m
LOADING(psp SPACING 2-0-0 CSI DEFL in Qoc) I/tlell Vtl PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC 0.11 Ved(CL) n/a - n/a 999 MT20 169/123
TGDL 10A I.umberincrease 1.15 BC 0.12' Ven(Ty n/a - nla 999
BGLL 0.0 Rep Slress Incr Ves WB 023 Harz(TL) 0.�1 7 n/a n/a
BWL 10.0 CoGe IRC2006/TPI2002 (Mafnxj Weight:'/91b FT=20%
LUMBER BRACINC�
TOP CHORD 2x4 SPF No1 TOP CHOR❑ Slruclural wootl sheathinq directly applietl or 60-0 oc pudins.
BOT�CHORD 2x4 SPP No2'EzcepP BOT CHORD Rigitl ceiling tliredty appiietl or 10-0-0 oc�racing.
1-12:2x4 SPFS SWd WEBS 1 Row at mi0pt 4-10
OTHERS 2x4 SPF-S SNd'ExcepP
440:2x4 SPF Na.2
REACTIONS All beanngs 20-4-6.
(Ib)- Max Horz 1=-229(LC d)
Max Uplifl All uplifl 1001b or less al join�(s)t,�except 11=-168(lC 6),13=424(LG 6),9?768(LC 7),8=424(LC
7)
Max�Grav All reactions 2501b or less al joint(s)1,�,10 except 11=351(LC 10),73=265(LC 1),9=350(LC 11),
8=266(LC 1) �
FORCES (Ib)-Max.Comp.IMax.Ten.-Ali forces 250(Ib)or less exwpt when shown.
WEBS- 34 1=-2 67121 8,5-9=-2fi7/278
NOTES
11 Unbalanced roof live loads have been cansitleretl for Ihis design.
21 Wntl:ASCE 7-05;90mph;TCOL=6.Opsf;BCDL=6.Ops/;h=25fi;Gal.Ii;Exp B',enclosetl;MWFRS(low-nse)gable end zane ana GC
Extenor(2)zone;caNilever lefl antl nghl exposeG;entl venical left antl nght exposed;C-0 fo�members antl(orces&MVVFRS for
reactions shawn;Wm�er OOL=1.60 plate gnp�OL=1.60
3)Gable requires conlinuous bottom ihortl beanng.
4i This Wss has been tlesi9netl for a 1�.0 psi boltom chortl live IoaG nonconcurtent wiln any other live loatls.
5)Prdvitle mechanical connection(by others)o(tmss to beanng plate capable of wilhstanding t001b uplift atjoiN(s)1,7 except Ql=Ib)
11=168,13=124,9=168,8=124.
6)This Vuss is Oesigned in accortlance with the 2�O61ntema�ional ResiOenlial CoOe sections R502.1 i.t and R802.10.2 ana referencea
s�antlertlAN51/TPI1. �,i,}{iittl� t�
1
1)"Semi-rigid pi�chbreaks including heels"Member entl�xiry motlel was used in Ihe anatysis and design of Ihis Iruss. ,�tl��` �^���.t f'/J��
�� }�"�.. �` ���
LOADCASE�S) Slantla�tl ���T�'..'Vt�7^��..�'�' �
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July 16,2014
� WARNING Pk I� ugMy � 10 C 1 Y A k 0 I UB ) �P B Id 51 E d T I M I 1 eJ P od cl I .V ty tl g p 1 M 0 1 �� i 55
� g � -B 41M1 �JRI 5� 1� ,-0]Id)01 OIyMTk �1 plt pll� 01 1� � E 8 U �"gl Ce Iq.TA 1 J A� tl 'g'J' Is � .
pl ( P �I�YI �I tl g 11� �81I po �I4PUtl� � .T� U g p( ,I tlgcp�pt -�bI�Y 0 �IA po 11 Yparl I �
b�M g' �� � p Lfly 1�� Pv 1� (.W � ulp Q p��� � B 10 gD g .pe 1�N51/TPI1.L� I 5t Itl y 1 M1 '4'J 1 b JcM1 Nm �es
/ m0�e5 G hl g ly 1� L p g 1 L'111yM g qae� I� p ry IranVd B �� �g� I s 1�IAyd g t q " �p spa 011y fl� Vuss"n5ldXer.
A�Q I onal permanenl0u N ng sla�Illy baanp al l�e om �I Elrvcluro-SI�e aspons MIOy o/I�e Onmt I�e Oxnels aN�nletl aBenl or t�e Bu y nq Des B^eq pe Ne IRC,I�e IBL anJ
ANSIRPII.Forgen¢ral9ui0ancereqer0ingEeSgnresponsiOilAle5.1a0rkafan,qual�yconlml,slorage.0¢Ilvery,eredlon.Idlerelreslram�anEdbganalGmclnp,conSUM1lM1ela�esleUl�lonalll�e '°
we.meiee,AHSinvii,meeesi��mman�nem..a�emreesieawanreeomno�emsara�ymm,mauo��a�auamenamsacnm��e��e�s�rv�mema�y,eia�eam.�aear�mm�„auo� ENGINEER/NGttc
z�vn��ee�n me ioesoe va�kaae.me w�s aes��e,o,wss aes�e�e�e�nem�arso aeenee as a zpecmnr ena�nee��is Hor ma a�aemq oes�e�e�anne n��a�n�.
Job Truss TmssTyFe Oty P�y weaaewooaaocrana'inHan
IBdBi910
BI60P16] WS VeAey 1 1
nn Ralara nn� II
PftOBUILD, MOORESVILLE.IN�8158 ].100sOtlII20tIMiTeklnCUSlries,Inc. TUeJUN512:]Y.12301�Page1
IO:V xNIEHOR8yt6562NryFZ9HK1-13pVjMVEVpBCH2�eyjmmID2Z_ovRBPMFNCBfyxpk%
&10.] � 1]-B-04
e-ta> aio-� �
Cx6 = Scale=1:5].J
3
1200 �p
t5xa II
\t5.a II
2 �
d'
I 35
\ 5
t
o � g
° d
3x0 �i 9 0 ] 6 Jx0\� .
LSxO II �H6 — 1.5n4 II
1.SZ< II
o-< i�s-ta
a-a n-aio
LOADING(ps� SPACING 2-0-0 C51 DEFL in (loc) I/tle� Utl PLATES GRIP
TCLL 200 Plateslncrease 1.15 TC 0.14 Vert(LL) nla -� n!a 999 MT20� 769/123
TCO� 10.0� Wmberincrease 1.15 BC 024 Vetl(TL) nla - n/a 999
BCLL 0.0 Rep Siress Inrs Ves WB 0.16 Hoa(TL) 0,00 5 n/a nla
BGOt f0.0 CodeIRC200fi/TPI2002 (Matrix) Wei9ht:6416 FT=20%
LUMBER BRACING
TOP CHORD 2xd SPF No.2 TOP CHOR� SwcWral wood shealhing direclly applied or 6-0-0 oc pudins.
BOT CHOftO 2x4 SPP No.YExcepP BOT CHORO Rigid ceiling tlirec0y applieG or 10-0-0 oc brocinq.
5-7:2x4 SPFS S�utl WEBS i Row al mitlpt 3-e
OTHERS 2z45PF-SStutl'E�cepl'
3-8'.2x4 SPF No2
NEACTIONS All bearings 17-8-6.
Qb�- Max Horz 1=498(LC 4)
Max Uplifi All uplitt 10o Ib or less al joint(s)1 except 9=497(LC 6),6=197(LC 7)
Max Grav All reaclions 2501b or less a�joint(s)1,5,8 except 9=412(lC 10),fi=612(LC 11)
FORCES (I�)-Max.COmp./Max.Ten.-Allfo¢es250Qb)orlessexceptwhenshown.
WEBS 2-9=-303/244,4-6=-305245
NOTES
1�Unbalancetl roof live loatls have been consitleretl lor Ihis tlesign.
2�VYntl'.ASCE 7-05;90mph;TC�L=6.Ops/;BWl=6.Opst h=25fi;Cat II;Exp B;enclosed;MWFRS(low-rise)gable entl zone and GC
Exlenor(2)zone;canlilever left and nght exposetl;enG vetlical left and nght exposed;GC for memtiers antl forces 8 MVVFRS for
reaclions showq Wmber�OL=1.60 plale grip DOL=1.60 �
3)Gabie requires continuous bo�lom chortl beanng.
4)This�mss has been designetl for a 10.0 psf bo�rom chord live loatl nanconcunenl with any oiher live loatls.
5J Pmvitle mechanical connection(by olhers)of Uuss b beanng plate capable of wilhstanding 1��Ib uplifl at joint(s)1 ezcept Q�=1b)9=19]
6=19].
6)T�is Iruss is tlesignetl in accortlance with the 20061ntemational Resitlenlial Gotle seclions R502.11.1 and R0o2.10.2 antl referencetl
stantlartl AN51/TPI 1.
7)"Semi-rigiG pilchbreaks inGutling heels"Member entl(xiry moGel was used in the analysis and tlesign of Ihis Iruss.
LOADCASE�S) Stantlard `�}X��irj�p{{1��;�j/�
i
'��q>"i N��iS7e;y��,`.•�;�y��,.
O•
; PE-}1412220 ;
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.-�` ��`�
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r� �'f.<1'� ,. '`
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July 16,2074
� waarviHC-weasemo�ouAmwrea�e..merc�smmersn�k�o.ieeaeme����P��amasiamamrermsmrmanuranuaaama�c�s�6�m.ve��ryees�9�pa�a�,e�ersena�eaano�esonmisrNSs
oyo 'g emo�ai �-� sni� o3ia�eei oiymTx npii nne oim � eqa -qin ib.rn' � eqa �'a��s
P� � a �i�r� �n e � un igi � po �aq�nn � rn a � o� i e g mn neinv a iu p n von ir
e u y' m p eiiy nn o-n m a�.� m a y i m e m yo �y � nNSinvii �i ai � ie e � � 'a e i o acn�a o s B
r mpks e umy ir u e ie e��o�rryo e naer �n w n� � �va e iea'e� ' �oinya -e i a i m po 'einy rm i -' �ane,.
nm'i �aiperma in w ¢ �einye e ��n � n � a ma � oiny im o+i ,m ow r m e y i m e a eo e ,o �� iRC m iac na
RNSIRPII, Fo g< �algutlance�e0 4 gd�9n�iespo UIII IaL�icafon qualrycoMmis�o g ,tl I' ry.ereU'o I I alresVanlan4U g IGraing,consutl��e�a�esledllonollpe �•
iee,meiaenNSinvtimeees� ��yn<�:.�soer eesi�e��mme�omoo�e��samiyimo �� � -a�iaei�nomsecnm�.:o�a in. m•bamreiaim-�:�anaipo-mo�aro� ENGINEERINGt[c
s�op��ea m me joesne pe�kege.me i�,ss nez�y�er or i�vzs aesian e�gmee�(also aennea as a sce<�auy ena��eer)�rvor me e��a��q oe:�q��r oi me o��mm§.
Jo� Truss Tmss Type O�y Ply weee�ooe aa cramm�Hail
1849)9H
ela4Vte] vos ve0ey I t
J �R f I C II
PROBUILO, MOORESNLLE,IN�6158 ]tlOSOtlH2O13MITeklnOUSVies,InaTUeJU11513:]]:02201dPagel
IQV_xNIEH01L8y�6562hryFZ9MKl-13pVIMVEVp8CH2heyjmml�fdZt VvRF?MFNCBtyxpkX
]-6] � � iS0.11
Y&] ]E-]
Cx6 = Stale=YOZ3
J
12.W� �
1.Sx4 II
� 1.Sxd II
i � a
s
i
�
e r— �a
ax4�i 8 ] s 0xa O
15xC II iSRd II I.Sx4 II
0.-0 150-04
o--a isaio
LOADING(ps� SPACING 2-OA CSI DEFL in (loc) I/tlefl LIA PLATES GRIP
TCLL 20.0 Plateslncrease 1.15 TC 0.74 Vert(LL) n/a - n/a 999 .MT20 169It23
TGOL 10.0 Lumber Increase 7.75 BC 0.06 Vert(Ty n/a - nla 999
BGLL 0.0 RepStresslnu Ves WB 0.16 Horz(Ty 0.00 5 n/a n/a
6G�L 10.0 CoEe IRC2006(TPI2002 (Matnx) WeighF�531b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No.2 TOP CHOR� StrucWral wootl shealhing directly applietl or 6-0-0 oc putlins:
BOT CHOR� 2x4 SPF�No2 BOT CNORD Rigid ceiling directly applietl or 10-0-0 oc bracing.
OTHERS 2x4 SPFS Slutl
RENCTIONS All bearings iS0-6.
(Ib)- Max Horz 1=4 G7(LC 4)
Max Uplift Atl uplifl t001b or less aljoiN(s)1.5 e[cep18=165(LC 6),6=-165(LC 7)
Max�Grav ppreactions�2501b orless atjoinl(s)1,5,J excepl8=340(LC 10),6=340(LC 11)
FORCES (Ib)-Max.COmp./Mas.Ten.-AIIFOrws250Qb)o�le=.sexceptwhenshown.
WE85 2-8=-256/207,4-6=256/207
NOTES
ij Unbalanced roof live loads have been consi4ereG for Ihis tlesign.
2)lMna:ASCE 7-05;90mph;TCDL=fi.Opsh BC�L=6.Opsf;h=25fl;CaL II;Exp B;encbseQ MVJFRS Qow-rise)gable end zane and C-C
Exlenor(2)zone;cantilever lefl�and ng�t ezposeE;end vehical lelt antl ngfil exposetl;GC for members antl forces&M WFRS for
reactions shown;Lumber�OL=1 fi0 plate grip DOL=1.60
3)Gable requires continuous bottom chortl bearing.
4)This Wss has been tlesignea for a 10.0 psf bot�om chorC live loatl nonconcurtenl with any ot�er live loatls.
5)Pmvide mechanical connection(by olhers)o(imss lo beanng plate capable af withstantling 100 Ib uplilt al joinl(s)1.5 excepl Qt=1b)
8=165,6=165.
6)This tmss is tlesignetl in acwrtlance wilh the 20061nternalional Residenlial Code seclions ft502.11.1 and R802.10.2 antl referencetl
slandartl NN51lTPI 1.
7i"Semi-ngitl pitchbreaks inGUtling heels"Member end fixity motlel was used in the analysis ana tlesign of Ihis Iruss.
LOAD CASE�S) S�antlarG
v Yi'^�.+111IItf11li!)(!
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Job Tmss TrussTypa oty Ply� weegewooea3crena'inHan
184Bi912
eiaa�ie� va'r veney i i
J �R f I t II
PROBOILD, MOORESVILLE;IN16158 ].�3050c11�2�13MiT¢kln4u51ne5,Inc.TUeJU11513'.R3J30HPaBe1
IO:V_xMEH01L8y�65621vryFZ9HKl-OGNFL3N]?pr2pR�IGgE?IE814zMM1evHB�v]AhSyxpkW
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LOADING(ps� SPACMG 2.0-0 CSI DEFL in (loc) I/tle0 Vtl PLATES GRIP
TGLL 20.0 Pia�es Increase 1.15 TC 0.13 Veh(L�) nla - n/a 999 MT20 169/123
TCDL 10.0 LumOerinaease 1.75 6C 0.07 Vert(TL) nla - n/a 999
BCLL 0.0 Rep Siress incr Yes WB �.N Hoa�Ty 0.00 5 n/a n/a
BCDI 10.0 Code IRC2006/TPI2002 (Matnx) Weiqht:421b FT=20%
WMBER BRACING
TOP CHORD 2x4 SPF No.2. TOP CHOR� Slruclural wood sheathing diredly applied or 6-0-0 oc putlins.
EOT CHORD 2x4 SPF No2 BOT CHOR� Ri9id ceiling Airectly applied or 10-0-U oc bradng.
OTHERS 2z4 SPF-S S�ud '
FEACTIONS All bearings 724-fi.
Qb)- Max Horz 1=-136(LG 4)
Max Upiitl Ail upliB 1001b or less atjoinl(s)1,5 excepl 8=146(LC 6),6=-146(LC 7)
Max Grav All reaclions 2501b or less at joinqs)7,5,7 excepl 8=296(LC 10),6=29fi(LC 77)
FORCES (ib)-Max.Comp./Max.Ten.-AIIPomes250.Qb)orlessexceptwhenshown.
NOTES
1)Unbalancea mot live IoaES have been consitlered for this design.
2�Nhnd�ASCE 7-05;90mph;TCDL=fi.OpsY,BC�L=6.Opsf.h=251f,Cat.II;Enp B;encloseQ MWFRS Qow-rise)gable entl zone antl FC
Exlenor(2)zone;cantilever lefl and ng��expose0;end vertical lett and righl exposed�,GC tor members anG forces 8 M WFRS for
reactions shown;Lumber DOL=1.80 pla�e grip DOL=1.60 -
31 Gable requires cantinuous bol�om chortl beanng.
41 This.imss has been tlesigned lor a 10.0 psf bottom chord live load nonconcunent wi�h any ol�er live loatls.
5j Pmvide mechanical wnneclion(by olhers)of iruss to beanng plale capable ol withstanding 100 Ib uplitt at joinl(s)1,5 excepl(jt=1b)
8=146,6=746.
6i This Iruss is aesignetl in acmrtlance wi��the 20061n�emational Resitlemial Cotle seclions R502.11.1 antl R802.102 antl referencetl
stantlartl ANSI/rPl 1.
]i"Semi-ngid pitchbreaks inGutling heels"Member end fxiry moGel was osetl in the analysis antl tlesign ot lhis Wss.
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Job Tmss Tmss Type pry Ply weagewootl p Gmna�in Hall
ie�ersis
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10 V_xNIEH01L8y16562bryFz9HKl-OGNFL3M?px2pRtltCgEYlE94JZLGevUB�v]AhSyxpkW
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LOADING(ps� SPACING 2-0-� CSI DEFL in Qoc) VGeFl VE PLATES GRIP
TCIL 20.0 Plates Increase 1.15 TC 024 Vert(LL) nla - n/a 999 MT20 169/123
TCOL t0A Lumbe�lnaease 1.15 8C 0.16 Ven(Ty nla - n/a 999
BCLL 0.0 RepStresslncr Ves WB 0.10 Hoa(TL) 0.00 3 n/a n/a
BCDL 10D CotleIRC2006RP12002 (MaVix) WeighP281b FT=20%
LUMBER BRACING
TOP CHORD 2z4 SPF-S Stud TOP CHOR� Structural wootl sneathing directly applied or 6-0.0 oc purlins.
BOT GHORD 2x4 SPF No2 BOT CHORD Rigitl ceiling tliredly applietl or 10-0-0 oc bracing.
OTHERS 2x4 SPF-5 Slutl
REACTIONS (Ib/size) 7=20 219-8-6 (min.0.7-8);3=202/9-8-6 (min.0-0-8),4=31919-&6 (min.0-te)
Max Hoa 7=105�LC 4)
Max Uplitll=-21(LC 7),3=21(LC 7)
FORCES (�b)-Max.Comp,/Max.Tea-All forces 250(Ib)or less excepl when shown.
NOTES
i)Unbalanced root live loads havebeen consitleretl IorAhis tlesign.
2)Wmd:ASCE],05;90mph;TCDL=6.Ops!',�BWL=6.OpsC h=25ft;Cat.II;Exp B;enclosetl;MVJPRS Qow-nse)gable entl zone antl FC
Es�enor(2)rone;cantilever lefi and nght exposed;end vertical IeR and ngh�exposeqGC Por members antl forces 8 MWFRS for
reactions shown;Lumber DOL=1.60 plate gnp DOL=1.fi0
3�Gable requires continuous bot�om chortl beanng.
41 This Iruss has been designedlor a 10A�psf bottom chortl live loatl nonconcurrenl wilh any ol�er live loatls.
5i Pmvide mechanical connection(by olhers)of Imss to beanng plale capable o!withstantling 1001b uplift at joinqs)1,3.
6)This iruss is tlesignetl in accortlance with Ihe 20061ntemalional Residential Code sections R502.11.7 and R802.102 antl referencetl
stan0ara ANSI/iPl 1.
]I"Semi-rigitl pilchbreaks inclutling heels"Member entl fixity model was usetl in the analysis and design of lhis truss.
LDAD CASE�S) Standar0
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LOAOING(psp SFACING 2-0-0 CSI DEF� in (loy I/de0 Ud PLqiES GRIP
TGLI 20,0 Plates Increase 1.15 TC 0.12 Ven�LL) Na - n/a 999 MT20 1691123
TWL 10D Wmberinuease 7.15 BC 0.15 Vetl(TL) n/a� - n/a 999
BCLL 0.0 RepStresslnu Ves WB 0.04 HorzQL) 0.00 3 n/a nla
BCDL 10.0 Cotle IRC2006/TPI2002 (Matnx) Weight:191b FT=20%
LUMBER BRACING
TOP CHORD Zx4 SPF-S Slutl TOP CHOR� SlrucWral wooA sM1ealhing direclty applietl or 6-0-0 oc putlins.
BOT CHORD px4 SPF-S Slutl BOT CHOR� Rigia ceiling Girecvly applied or 10-0-0 oc bracing.
OTHERS 2x4 SPf-S Slutl
REACTIONS Qb/size) 1=141/7-0-6 (min.0.1-8),3=141/7-0-6 (min.04-B),4=227/7-0-6 (min.0-l-e)
Maz Horz 7=74(LC 5) �
Max Uplifll=-17(LC 7),3=-17(LC 7)
FORCES (�b)-Max.Comp./Max.Ten.-Allforces250Qb)orlessexceptwhenshown.
NOTES
ij Unbalancetl mof live loatls have been considered torthis Design.
2)NAntl:ASCE 7-05;90mph;TCDL=fi.Opsf BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable enG zone and GC
Eztenor(2)zone;canfileverleft arsd ngnt exposetl;eotl verlical lelt and nght exposetl;GC!or members and for<es 8 MVJFRS lor
reaclions shown;Wmber DOL=1.60 plate gnp DOL=1 fi0
3)Gable requires cantinuous bottom chortl beanng.
4!This iruss has been tlesignetl br a 10.0 psf bottam cho�tl live loatl nonconcurcenl wilh any other live loatls.
5j PmviGe mechanical connection(by olhers)ot Imss to beanng pla�e capable at wi��slantling 1001b uplifl at joinqs)1,3.
6)This truss is designetl in accordance wilfi the 20061n�emalional Resitlenlial Code seclions R502.11.1 and ft802.102 an0 referencea
slandard ANSI/TPI 1.
])"Semi-ngia pikhbreaks inclutling heels"Member entl fixity motlel was osetl in the analysis antl tlesign o/this huss.
LOAD CASE�S) Slandard
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ieaeivis
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LOADMG(psp SPACING 2-0-0 C51 DEFL in (loc) VtleO Vd PLATES GRIP
TCLL 20.0 Plateslncrease iJ5 TC 0.08 Veh(�y n/a - n/a 999 MT20� ifi9/123
TCDL 10.0 Lumberinaease 1.15 BC 021 Vert(Ty nla - Na 999
2CLL 0.0 Rep Siress Incr Ves WB 0.00 Hoa(TL) 0.00 3 n/a n/a
9WL 10.0 CotledRC2006/TPI2002� (Malnx) WeiqhP.91b FT=20%
LUMBER 6RHCING
TOPCHOR� 2z4SPF-SSWtl TOPCHORD SWC�uralwootlsaea�hingtliredlyappiiedor4-044ocpudins.
BOT-0HORD 2x4 SPF-S Slutl BOT CHORD Rigitl ceiling direclly applied or 10-0-0 oc bracing.
PEACTIONS Qb/siie) 7=148/4-4£ (min.0-i-8),3=148/4-4-6 (min.04-8)
Max Hoa 7=-03(LC 4)
Max lJpliR 7=4(LC 7),3=-0�LC 6)
FORCES (�b)-Max.Comp./Max.Ten.-All forces 250 Qb)or less except when shown.
NOTES
1�Unbalancetl roof live loads havebeen consitleretl for lhis aesign.
2�Wnd�.ASCE 7-05;90mph;TCDL=6.Ops/',BC�L=6.Opsf.b=2511',Cat.II;Exp B;encloseQ MVVFRS Qow-rise)gable enG mne and C-C
Exlenor(2)zone;cantilever left antl ngh�exposetl;entl vertical lett antl nghl exposetl',C-C for members and lor<es 8 M WFRS tor
reactions shown;Lumber DOL=1.60 plate gnp OOL=1.fi0
31 Gable requires conlinuous boltom chord beannq.
4�This Iruss has been tlesignetl for a 10.0 psf bottom chord live loatl nonconcurrent with any other live loatls.
S�Pmvitle mechanical connection(by olhers)of imss to beanng plate capable of withstanding 100 Ib uplift al joint(s)1,3.
61 This iruss is Gesignetl in accordance wilh Ihe 20061n1ema�ional Residentiai Cotle seclions R502�.11.1 antl R802.101 an0 referenced
slantlard ANSVTPI 1.
]i'Semi-tigid pi�chbreaks inclutling heels"Member entl fxiry motlel was usetl in t�e anatysis antl design of Ihis Imss.
LOA�CASE�S) Slantlartl
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Job Tmss imssType ory Ply waagewooeacianeinnail
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LOA�ING(ps� SPACING 2-0-0 CSI DEFL in Qoc) I/tle� L/d PL{1TEfr GRIP
TCLL 20.0 Pla�eslncrease� 1.75 TC 0.07 Vetl�LL) n/a - n/a 999 MT20 169/123
TCOL 10D Lumberinaease 1.15 BC OD2 Vetl(TL) n/a - n/a 999
BCLI 0.0 Rep Stress Incr Yes WB 0.00 Horz(TL) 0.00 3 n/a n/a
6CDL 10.0 Cotle IRC2006lTPI2002 (Matrix) Weight:3lb FT=20%
LUMBER BRACING
TOP CHORD 2x4�SPFS Slutl TOP CHOR� SlmcNral wootl sheathing direclly applietl or 1�-8-14 oc pudins.
BOT CHORD� 2x4 SPFS Slutl BOT CHOR� Rigid ceiling directly applietl or 10-0-0 oc bracing.
REACTIONS pb/size) 1=41/1-8-6 (mia0-7-8),3=41A-8-6 (min.0-7-8)
Max Ho21=12(LC 4)
Ma�Uplifll=q�LC 7),3=4(LC 7)
FORGES (Ib)-Max.Comp./Maz.Ten.-Ail forces 250 pb)or less excepl when shown.
NOTES
1�Unbalancetl�roof live loads have been considered for�his design.
2�Wntl�.ASCE 7-05;90mph;TC�L=6.Opsf,BGOL=6.Opsf h=25M1;Cat.II;Exp B;enclosetl',MVVFRS(low-rise)gable end zone and C-C
Exlenaq2)zone;cantilever left anG nght exposed;entl vertical leri antl nghl exposetl;GC for members and forces 8 MWFft51or
reactions showq Lumber DOL=1 60 pla�e grip DOL=1.60
3�.Gable requires continuous bo�bm chortl beanng. �
41 This wss�as been tlesignetl for a 10.0 psf tiottom chortl live loatl nonconwrtenl with any other live loads.
Sj Pmvitle mechanical wnnection(by olhers)of Iruss lo beanng plale capable o(wit�standing 100 Ib uplitt at joinl(s)1,3.
61 Thislmss is Eesigned in accordance witfi the 20061ntemalional Residential Code seclions R502.11.1 antl R802.102 antl referencetl
�standarG ANSI/TPI 1.
71"Semi-riqitl pilchbreaks inGutling heels"Member entl fxity motlel was usetl in the analysis and design of Ihis imss.
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LOADING(ps� SPACING 2-0-0 G51 DEPL in poc) I/dell Vtl PLATES GRIP
TCLL 20.0 Plateslncrease 1.15 TC 0.33 Vert(LL) n/a - nla 999 MT20 169H23
TC�L 10A Lomberinvease 7J5 BC 0.77 Vetl(Ty n/a - Na 999
ECLL 0.0 Rep Siress Incr Yes W8. �.37 Horz(TL) 0.00 7 Na n/a
BCDI 10.0 Cotle IRC2006RPI2002 (Malrix) Weight:631b FT=20 0
LUMBER BRACING
TOP CHORD 2x4 SPF-5 SWG'EZCepP TOP CHORD Simcluralwootl sheat�ing direclly applied or&0-0 oc putlins, ezcept
1-0_2x4 SPF No2 end verticals.
60T CHORD 2x4 SPF No2 BOT CHORD Ri9id ceiling direclly applied or 70-0-0 ac bracing.
VJEBS 2x45PFNo2 VvEBS 1ROwalmidpt 6-7�
OTHERS 2x45PP-SSlutl
REACTION$ All bearings 15-10-2.
(Ib)- Max Ho21=30fi(LC 5)
Max Uplifl All upli(t 1001b or less al joint(s)7,8,9,10,1.
Max Grav All reac�ions 2501b or less al jolN(s)7,1 excepl 8=343(LC t),9=314(LC/),10=330(LC 1)
FORCES (Ib)-Max.Comp./Max.Ten.-All torces 250 Qb)or less except when shown.
TOP CHORD 1-2=-279I758
WEBS 5-8=-2571115
NOTES
1�Wnd:ASCE 7-05;90mph;TC�L=6.Opst BWL=6.OpsY,h=25i1;CaL II;Exp B;enclosed;MWFRS(low-nse)gaGle enE zone and GC
Eztenor(2)zone�,cantilever left antl nght exposetl;entl vetlical left antl n9ht exposed;GG for.members and forws 8 MVVFRS for
reac�ions showq.LUmber DOL=1.60 plate 9rip DOL=1.60
2i Gable requires conlinuous bottom chord beanng.
3j This truss lias been designetl tor a 10.0 ps�botlom chrna live batl nonwncunen�with any olher live loatls.
4)Pmvitle mechanical conneclion(by ol�e�s)of lmss�o beanng pla�e capabie of wi�hslantling 1001b uplifl a�joinf(s)�,B,9,10,1.
5�T�is W ss is tlesignetl in accortlance with Ihe 2006 Intemational Residential Cotle seclions R502.11.1 anG R802.10.Zand referencetl
standard AN51/TPI 1, -
6i"Semi-dqid pilchbreaks inGuding heels"Mem�er entl fixity motlel was usetl in the analysis antl tlesign ot this Imss.
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LOADING(ps�, SPACMG 2-0-0 C51 DEFL in Qoc) Vaell L/d PLATES GRIP
iCLL 20.0 pla�es Increase 1.15 TG 0.41 Vert(LL) nla - nla 999 MT20 169/123
TG�L 10.0 Lumberincrease 1.15 BC 0:71 Vert(Ty n/a - nla 999
9GLL 0.0 RepSiresslnu Yes NB 020 Horz(TL) 0.00 5 n/a n/a
fiCOL 10.0 CodeIRC2006/TPI2002' (Matnx) WeighL471b FT=20%
LUMBER . BRACING
TOP�CHOR� 2z4 SPF No2 TOP CHORD SWC�uralwootl shea�hing direclly applietl or6-0-0 oc putlins, except
80T CHOR� 2x4 SPF No.2 end verticals.
VJEBS 2x4 SPF-S Slud BOT CHORD Rigid ceAing direclty applied oi 10-0-0 ac bracing.
OTHERS 2x4 SPFS Slutl VJEBS 1 Row a�mitlpt d-5
REACTIONS All bearings 12-00-2.
(Ib)- Max Hoa 1=248�LC 5)
Max Uplifl All uplif�7001b or less a�joinl(s)1,S,.fi,7
Max Grav All reactions 2501b or less al joinys)1,5 except 6=328(LC i),7=380(�C 1)
FORCES (Ib)-Mas.Comp/Max.Ten.-AO torces 250(Ib)or less excep�when shown.
N/EBS 2-7=-277/152
NOTES
11 Wnd�.ASCE 7-05;�90mph;TCOL=fi Opsf;BCDL=6.OpsY,h=25tl;CaL II;Exp B',endoseG;MVJFRS(low-nse)gabie entl zone antl GC
Extenor(2)mne;cantilever leflantl nght exposetl:entl veAical left antl nght exposed;C-0 for members antl foaes&MVVFRS(or
reactions shown�,Wmber�OL=1.60 plale grip DOL=1.60
2i Gable requires conlinuous bottom chortl 7earing.
31 This Wss has been designetl for a 7D.0 psf bottom cM1Ord live batl nonwncunent with any olher live loatls.
4j Pmvitle mechanicai connedion(by others)of tmss to beanng olate capable of withslanding 100Ib uplifl al joinqs)1,5,6,7.
51 This fruss is tlesignetl in accordance with the 20061n�ema�ional Residenlial Code sedions RW2.11.1 antl R802.102 and reterenced
stantlartl ANSIRPI 1.
6)"Semi-ngid pilchbreaks inclutling�heels"Member en0 fixity model was used in lhe analysis and tlesign ot this Wss.
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iac.meiac.nHSinaii,meecsis�m��y:naa�:,a�em,acsi�e��amecompo�amsarm�imo,mauo��a�anamarcomsecaai�,see�e��o-y.�ma�ea��,eiaieem��auaro���mo�aua� ENGINEER/NGuc
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LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/de� Utl PLHTES GRIP
TCLL 20.0 Plateslncrease 1.75 TC 026 Vert(LL) n/a - n/a 999 MT20 ifi9i123
TCOL 10.0 Lumberinuease 7.15 BC 0.16 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Inu Ves WB 0.13 Hoa(TL) O.OU 4� nla nla
6CDL 10.0 Code IRC200fiRP12002 (Matnx) Weight:331b FT=20%
IUMBER BR4CING
TOP GHOftD 2x4 SPF No1 TOP CHORO SlrucWral wootl shealhing tlirecfly applietl or 6-0-0 oc podins, excepl'
BOT CHORD 2x4 SPF No.2 end verticals.
VJEBS 2x4 SPF-S Stud BOT CHORD RigiO ceiling diredly applied or 10-0-0 oc bracinq.
OTHERS 2x4 SPF-5 SWtl
REACTIONS (Iblsize) 1=174/940-2 (min.04-B),4=96/9-10-2 (min.0-1-8),5=469/940-2 (min.0-1-8)
Max Horz 7=186(LC 5)
Max Upiift4=28(LC 5),5=121(�C 6)
FORGES Qb)-.Maz.Comp./Max.Ten.-All/orces 250 Qb)or less except when showm.
WEBS 2-5=341/172
NOTES
1)Wintl:ASCE 7-05;90mph;TCOL=6.Opsh BCDL=6.Opsf h=25tt;Cal.II;Exp B;enclosed;M WFRS Qow-nse)gable end zane and FC
Exterioq2)zone;cantilever left and nghl exposetl;entl vertical Iefi antl nght exposetl;G-0 for members and brces B�MWFRS for
reactions shown;Lumber�O1=1.60 plale grip DOL=1.60
2�Gable requires continuous bottom c�ord beanng.
3�This Wss has been 4esigneC for a 10.0 psf bottom chord live load nonconcurtent with any o�her live loatls.
4�Pmvitle mechanical connection(by others)of iruss to�eadng plate rapable ofwithstantling t001b uplif�atjoinl(s)4 except QI=Ib)
5=121.
5)This Iruss is designed in accortlance with Ihe 20061nierna�ional Resitlenlial Cotle seclions R502.71.1 and R802.10.2 antl refeienced
slantlar0 AN51/TPI 1.
6�"Semi-rigitl pitchbreaks induding heels"Member end fixily motlel was usetl in��e.analysis antl design o(�his Imss.
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iac.meiec,arvsinvii,m�ecsis�mma�ym�ai:.a�erorecsi�a��w�oe�omoo�emsn�iymmrmaromaoauseianomsacnai�,.:e�me�s��y.wma�a��y,eimeem:�anmo�mm,maro� ENG/NEQfINGuc
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LOADING(psQ SPACING 2-0-0 CSI DEFL in Qoc) I/tleil L/tl PLATES GRIP
TCLL 20.0 Plateslncrease 1.15 �TC 0,34 Vert(LL) n/a - n/a 999 MT20 ifi91123
TWL 10A Lumberincrease 1.15 BC 0.17 Vetl(Ty nla - nla 999
6GLL 0.� Rep Stress Incr Ves WB 0.38 Horz(Ty 0.00 7 n/a Na
ECOL 10.0 CotleIRC2006/TPp002 (Malrix) Weight:63@ FT=20%
LUMBER BRAGING
tOP CHORD 2z4 SPFS Stutl'ExcepP TOP CHORD SWCWraI wooa shealhing Gireclly applietl or 6-0-0 oc pudins, except
1-0:2x4 SPF No2 entl verticals.
90T CHOR� 2z4 SPF-S Stutl'ExcepP 60T CHORO Rigitl ceiling tlireclly applietl or 10-0-0 oc bracing.
140:�2x4SPFNo2 WE85 1ROwatmitlpt 6-7
VJEBS 2x4 SPF Na2
OTHEftS 2xd�SPF-SSlutl
REACTIONS q��pearings-i6-0-6.
(Ib)- Max Ho219310(LC 5)
Max Uplifl All uplifl 1001b ar less at join�(s)],8,9,10,1
Max Grav All reactions 2501b or less at joint(s)7,1 except 6=345(LC 1),9=310(LG
t),10=335(LC i)
PORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(ib)ar less ezcep�when s�own.
TOP CHORD 1-2=280/15�
WEBS 5-8=-258/115
NOTES
1�Wntl'.ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25fl;CaL II;Exp 8;enclosetl;MVJFRSyIow-rise)gabla entl zone antl C-C
Exlenor(2)zone;cznlilever left and ngh(exposed;entl vehicai leFl and righl exposeqC-0 for members and forces&MWFRS br
reaclions showq Lumber OOL=1.60 pla�e gnp DOL=1.60
2�Ga�le requires wntinuous bollom chord beanng.
3)This W ss has been tlesignetl for a 10.0 p5f Dotlom chortl live loatl nonconwrtenl with any ot�er live loatls.
4)Provide meGianical mnneclion(by o�hers)of Vuss lo beanng plale capable of wilhs�anding 100 1b uplifi a�joinl(s)],8,9,10,1.
5�This Vuss is designed in accordance with Ihe 200fi Intematianal Resitlen�ial Cotle sections R502.11.1 antl R802.102 antl referencetl
slantlartlAN51/TPI1. �,,il�������+ p
Gi"Semi-rigid pitchbreaks inGutling heels"Member entl fzity motlel was usetl in��e anatysis antl tlesign ot ihis iruss. :,�?��...�fjPft��1'/ry�
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July 16,2014
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Job Truss Tmss Type pty Ply weEgewaoa an Grrnain Han
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LOADINCe(ps� SPACING 2-OA C51 DEFL in Qoc) I/tle� Lld PLATES GRIP
TCLL 20.0 Pla�eslncrease 7.75 TC 0.22 Vert(LL) n/a - n/a 999 MT20 1691123
TWL 10A Wmberincrease 1.15 BC 0.12 Vert(iy n/a - nla 999
BCLL 0.0 Rep SUess Ina Ves WB 0.20 Horz(Ty 0.00 5 nla nla
BCDL 10D CotleIRC2006/TPI2002 (Matrix) WeighL49@ FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No.2 TOP CHOR� Siruclural waatl shea�hing tlireclly applietl or 6-0-0 oc pudins, except
BOT CHORD 2n4 SPF�No2 end vehicals.
WEBS 2x4 SPF No.2 BOT CHORD Rigitl ceiling directly applietl or 10-0-0 oc bracing.
OTHERS 2x4 SPF-S SWtl VvE85 1 Row a�midpt 45
REACTIONS All bearings 13-0-6.
Qb)- Max Horz 1=250(LC 5)
Max Uplift All uplif11001b or less al join�(s)i,5,6 excep�7=101(LC 6)
Max Grav All reactions 2501b or less at joinl(s)1,-5 excepl fi=322(LC 1),7=J92�LC 1)
FORCES Qb)-Mai.Comp./Max.Ten.-All forces 250 pb)or less ezcepl when s�own.
VJEBS 2-7=-285/155 �
NOTE$
1;WnG:ASCE 7-05;90mph',TCDL=6.Opsf;BCDL=6.Opsl;h=25t1;CaL II;Ezp B',encbsed;MVVFRS(low-nse)gabie entl zone antl GC
Exlenoq2)mne;canlilever left antl nghl exposed;end vetlical leftantl nght exposeG;C-C for members antl farces 8 MVVFRS for
reaclions shown;Lumber DOL=1.60 plate grip�OL=1.60
2)Gable requires wnlinuous botrom chorC bearing.
3)This truss has been tlesignetl for a 10,0 psi balrom c0ortl live loatl nonwncurrenl wilh any other live loads.
4)Provitle mechanical conneWion(by others)of Imss lo beanng piate wpable of withstantling�t001b uplift at joinl(s)1,5,6 eacept Qt=1b)
7=101.
5)This Iruss is tlesiqnea in accortlance with Ne 2006 Intemalional Residenlial Cotle sedions R502:11.1 antl R802.t02 and�eferenced
s�antlar0 AN51lTPI L � �
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LOAOING(ps� SPACING 2-0-0 CSI OEFL in (loc) I/de0 Lld PLATES GRIP
TCLL 20.0 Plates lncrease 1.15 TC �2� Vetl(LL) Na - n/a 999 MT20 1691123
TCOL 10A Wmberincrease 1.15 BC 0.17 Vetl(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr Yes WB 0.14 Hoa(Ty 0.00 a n/a nla
BCDL 10.0 Gotle IRC2006/TPI2002 (Matnx) Weight:341b FT=20%
WM6ER BRACING
TOP CHORD 2x4 SPF No2 TOP CHOR� SW cWral wood sheathing diredly applie0 or 6-0-0 oc putlins, excep�
BOTCHORD 2x4�5PFNO2 endverticals.
WEBS 2x4 SPFS Stutl BOT CHORD Rigid ceiling direcily applietl ar 10-0-0 oc braung.
CTHERS 2x4 SPF-5 Stud
REACTIONS (Ib/size) 1=181/10-0-6 (min.04-8),4=92/10-0-6 (min.04-8),5=482/10-0-6 (min.04-8)
Max Horz 1=190(LC 5)
Max Uplifl4=de(LC 5),5=-124(LC 6)
FORGES Qb)-Max.COmp./Max.Ten.-Allforce5250Qb)orlessexceptwhen.shown.
WEBS 2-5=-350/176
NOTES
1)Wintl:ASCE 7-05�,90mph;TCDL=fi.OpsY,BCOL=6.Opsf h=25ft;Gal.II;Exp B;encloseQ MWFRS(low-rise)gable entl zone ana GC
Extenoq2)mne;cantilever leit antl nght exposed�,end vertical leftand nghl exposetl;G-G tor members and forces&MVJFRS for
reactians shown;'LUmber DOL=1.60 plale gnp DOL=1.fi0
2�Gable requires continuous bollom chortl beanng.
3)This Iruss tias Oeen Qesigned for a 1�.0 psf bot�om chortl live loatl nonconcunenl with any olher live loads.
4)Pmvide mechanical connection(by others)of iruss to beanng plale capable ot wilhstanding 700 Ib upiitt al joinys)4 except Q1=1b)
5=124.
5)This Wss is tlesignetl in accortlance wilh�he 20061nlemational Resitlemial Cotle sections R502.11.1 and R802.70.2 and referencetl
s�antlara ANSIlfPI 1.
6j"Semi-rigid pitchbreaks inclutling heels"Member enA fxily mo0e1 was useE in ihe analysis antl tlesign of this truss.
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LOAOING(ps� SPAqNG 2-0-0 CSI DEFL in (loc) I/tlefl Vtl PLATES GftIP
TGLL 20.0 Plates Increase 1.15 TG 027 Vetl(LL) n/a - nla 999 MT20 169/123
TC�L 100 Lumberincrease 1.15 BC 0.ifi Vetl(TL) n/a - nla 999
eCLL 0.0 Rep Slress Incr Ves WB 0.06 Horz(Ty 0.00 4 Na n/a
BC�L 10.0 CotleIRG2006(�P12002 (MaVix) WeighC201b FT=2a%
LUMBER BRACING
TOP CHOR� 2z4 SPF-S SWtl TOP CHORO Swclural wootl sheathing Oireclly applied or 60-�oc purlins, eacept
BOTGHORD 2x4SPF&SWd entivehicals.
WEBS 2x4 SPFS SWtl BOT CHORD Rigid ceiiing directly applied or 10-0-0 oc bracing,
OTHERS 2x4SFRSSfud -
REACTIONS Qb/size) 1=69f/-0-6 (min.0-1-B),4=130fl-0-6 (min.�-1-8),5=317/]-0-6 (min.0-1-0)
Max Hoa 1=729(LC 5)
Max UpliR1=-11(LC 4),4=-21(LC 5),5=-81(LC 6)
FORCES (Ib)-Max.Comp./Max.Ten.-All fomes 250 Qb)or less escepl when shown.
NOTES
11 Wnd:ASCE 7-05;90mph;TCDL=6.Opsh,BCDL=fi.Ops/;h=25fi;CaL II;Exp 6;encloseq MWFRS Qow-rise)gable entl zone anE GC
Extenor�2)zone;canlilever left and nght exposed;entl vertical left and nght ezposetl;GC for members antl foices 8 MWFRS foi
reac�ions shown',Lumber DOL=1.60 plale gnpDOL=1.60
2)Gable requires wntinuous botlom chorA beanng.
3)This tmss has been tlesignetl Por a 10.0 pst botrom chord live load nonconcurtent with any other live loads.
4jPmvitle mechanical conneclion(by others)of Imss to beanng plate capable of wilhslanding't001ti uplift al joiM(s)7�,4,5.
5�T�is Wss is designe0 in accordance with lhe 20061ntemational Residenlial Code sections R502.11.1 and R802.70.2 and reterencetl
stantlartl AN51/TPI 1.
6)"Semi-ngid pi�chbreaks inclutling heels"Member entl fxily model was usetl in the analysis antl tlesign of I�is Vuss.
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