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HomeMy WebLinkAbout14070067 Truss Plans _ •� COAIShcLTIAIG LLC DrJ Consulting, LLC � 6300 Enterprise Lane Madison, Wisconsin, 53719 Re: J13301575 MiTek 20/20 7.2 CAMDEN-9 The truss drawing(s) referenced below have been prepared by DrJ Consul[ing, LLC under my direct supervision based on the parameters provided by ProBuild (Mooresville�. Pages or sheets covered by this seaI:I6484315 thru 16484339 My license renewal date for the state of Indiana is July 31, 2014. Important Notice:The accuracy o(the Truss Design Drawings relies upon: 1.Accurate metal plate connector design values as pu6lishedby MiTek. 2 Accurate tlesign values tor solitl sawn lumbec Design values(E,Emin,Fb,Fc,Fcperp,FL antl Fv)for solid sawn lumber antl approved,gratle stamped, fnger jointed lumber shall be as defned by the grade slamp prior to cross cutting and in accortlance wiSh�the publishetl values of IumOer mles writing agencies approvetl by the Board of Review of Ne American Wmber Stantlards Committee in accordance with the latest edition of ANSIlTPI i Section 6.3. \``������,�SEPNt/O��i'''i ;`� :;`�iS7ERF��"�`��: ; Q P okF9= _ ; PE-tIO12220 q = • • STATEOF ;t? � :9�.0�'ti.��✓DIPN*'-•'�a���� ',����i�SS,ONAj1E�G�`��``` /�C17�� � March I1,2013 Ryan J. Dexter, P:E. The seal on these Truss Design Drawings indicates acceptance of professional engineering responsibility for the design assumptions as defned on this[russ design drawing, solely for[he truss component(s)depicted. The design assumptions, loading conditions, suitability and use of this component for any particular building is the responsibility of the building designer or owner of the trusses, per ANSI/TPI I. The responsibilities and duties of the truss designer,truss design engineer and truss manufacturer shall be in accord with the larest edition of ANSI/TPI I Chapter 2 unless otherwise defined by a contract agreed upon by the parties involved. Jo�Tmss ITmssType p�Ply �CnMDEN-9 16�84315 J13301A5 GE01 GABLE � � Job RefePenw(oplional) �'PROBWI�,MOORESVILLE,IN Ofi158,Aamn Gartett ]T50 s Aug 25 ZfIH MiTek InEUSMes,Inc Man Mar 11 D901 C52013 Page) I D�.0 11zmV_ntu%B�?SMksD WezwQJp-aPxdw3bnRHLRa8Z3AxZkmYHftr9Lhv�q3C00Ubzc2uq�. -1��a'�� 10-5-8 1458 16-t1 B 33- 1'I-0 36-fl-P 1-0-0� 10.5-8 I C-0-0-I b6-0 -{ i6-01-8 1-0-0 4x6° Scale=i69] 6.00 12 13 14 15 �� \ 16 3x6 %� �Z%� m\ ��� ���� 3z6� B 9 ,_ �_' 'i\ 18 19 '�.-/ ��� 20 m 6 ���� �� 21 22 5 �� � 23 y '� �\�,. 24 3 � �� 25 � � �� VA n � ����� c�. �f � - �-�-{ �. �� _.�.,-,26P o o�''� ' � . ' � ' .- - �.,-� --<_;� �l lo 52 51 50 49 48 4] 46 A5' 44 43 42 41 40 39 3B 3]g536 34 33 32 31 30 29 z8 3x6 I� Sx6= Sx6= 3x8 I I iB-2d4 33-it:� 33-11-0 Plate Offsets.(X,V):_[28:0=4_4,0-1-8]„[35:02_12,Q�_4],_[45:0-2_�2,0-0=a],_(52D_4=4,0.1 B] LOAOING(ps� SPACING 2-0-0 CSI DEFL in Qoc) I/deFl Ud PLATES GRIP TCLL 20.0 Plateslocrease 1.�5 TC 0:15 Vert(LL) 0.00 26 Nr 10� MT20 197/�44 TCDL �0.0 Lumberincrease 1�.15 BC 0.70 Vert(TL) 0.00 27 Nr 120 BCLL 0.0 Rep SVy551ncr NO WB 026 HoaQL) 0,01 28 n/a n!a I BCDL 10.0 CotleIRC2006/TP12002 (Matrix) Weight:1751b FT=20% LUMBER BRACING TOP CHOR� 2 X 4 SPF No2 TOP CHORD Stmctural wood shealhing directly applied or 6-0-0 oc purlins, except BOT CHORD 2 X 4 SPF No2 entl verlicals. VJE85 2 X 4 SPFBtud BOT CHORD Rigid ceiling tlirectly applied or 10-0.0 oc bracing. OTHERS 2 X 3 SPF No.2 VJEBS 1 Row at midpl 14-40,13-41,15-39 REACTIONS All beari�gs 33-i t-0. (Ib)- MaS Horz 52=94(LC 5) Max Uplift All uplift 100 Ib or less at joint(s)52,28,42,43,44,46,47,48,49. S0,51,38,37,36,34�,33,32,31,29 Mae Grav Allreactions 2501b or less aljoint(s)52,28,40,41,42,43,44,46,47, 48,49,50,57,39,38,37,36,34,.33,32,31,30,29 FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 Qb)or less except whenshown. NOTES 1)Unbalancetl roof live loatls have been conside�ed for this tlesiga 2)WinO��ASCE 7-05;90mph;TW L=6.Opsi;BCDL=6.Opsf;h=25ft;Cat.II;Exp B�,:enclosetl',MVVFRS(low-rise)gable end zone and PC � Estenor(2)zone:cantilever lefl anq right exposed;entl vertical left and right exposeQC-C for members antl foroes 8 MWFRSfor reactions shown',Lumber DOL=1.60plate grip DOL=1.fi0 3)Truss tlesignea�ot wintl loatls m the plane of the tmss only. For stutls exposetl lo wintl(normal lo lhe tace),see SlanGartl Intlusiry Gable End Details as applicatile,or consull qualifiedbuilding designer as per ANSI/TPI L � � 4)All plates are 1.Sx4�NT20 unless otherwise intlicated. 5)Ga61e requires crontinuous bottom chord bearing. �6)Truss to be(ully sheathedfrom one faw or securely braced against lateral movement(i.e.diagonal web). 7)Gable sWtls spa;xd at 1-4-0 oc. 8)This lNss hastieen�tlesignetl for a�1�O�psf tiotlom chortl livedoatl nonconcurrent with any other live loads. 9).Ptovide mechanical connection(by others)of Iruss to bearing plate capable of withstanding 1001b uplift atjoint(s)52�,28,42,43;44,46, 47.48,49,50,51,38.37 3fi 34 33,'.32,31,29.. , �uuEP nnj '' 10)This tmss is tlesignetl in accordance with tlie 2006�.International Residential Cotle sections R502:�1.1 antl ft802.�01 and referenced �pt �//� 'stan9ar(;NSIITPI�. ) P - � Pport wncentrated load(s)1251b down and i6Jb up at ���`�`� ��SST H �Ft'/��� 11 Han er s o�other conneclion tlevice s shall be mvitled suffcient to su 10-5-8 and 125Ib down"and i6lb up at 14-5-8 on top chorG. The tlesign/selection of such�wnnection device(s)is ihe responsibiliry ` .�.�';PEG ER(�`�.T�P � �of oNers. � Q j ,9 � = ; PE-11012220 ; = LOAD CASE(5) Stantlartl = _ Continued on:page 2 % '��= S TEOF •?� wypt• p r�r4"�`.: ♦ �� J i�� ptp VA��pi��� March 1�1,201 � wnarvir�c v��ryd y p mi. a a ��� in r o y o g e� ueeeo�ai sn i� aan�cai osa� Itll t�MTk t plis tyTM1Stl -g sb tl y p p R p E I " d tl Ib IE g p IAPplcatilry � Itl g p � tlp p � P t flh p t P 'plty Ib Id'�pd g t�M1et tl Ille Lt I t�' t d g 1 M1own d d al-�b tlrl� d b � p� s b GI g nty ii 2 Itl g t tilityb B AdEI �alt p ryre I -nU tl B IE 'g�o staElrytlungws� qon'slM1eesponsblry-I(F 111 .AtlEI Ip niti Itl g �bltyb -gof�� oeialls� clure slbaresponsEliryottM1ebultliqyaesge roN� IZesFOrgenealguEanwregartlngtlesgnresponsibltesla�nralon;q Ity niml,slorage. tlellvery,er¢qfon,la�erzl restrzinl znd diegonel brecing,wnsWt ANSM1?PI i,DSBA9 ena 8C51(BU�Nng Compwent Seley'Iniorma�lon)avallable from ss�a ar..,v���d�,�ry�m CONSUL7/NG�cc Job�Tmss ITmssTyp¢ Qty Ply CAMDEN-9 � 160B4J15 J133015]5 GE01 IGABLE � �' Job Reterence fool onall PR09UILD:MOORESVILLE,IN4fi158,Aa�onGanetl - .�2250sAUg254011MiTeklntluslnes,'IncMOnMar11�9�.01-4fi2013Page4 I D:C 11zmV_nizzXgNSMksD WezwQ Jp3bV?BPbPCaTI FI BFke4zJmqqtlFTaQMr_IS7x01 zc2up LOAD CASE�S��;Stantlard i)Regular Lumbe�Increase=1.15,Plale Increase=1.15 Uniform Loads(pt� � � Vert:12=-60;:2-14=-&O, i4-26=-60,2627=-60,28-52=-20 Concentratedtioatls(Ib) Vert:-02=-125 8=-125 � WARNING V'fyd g paa le�i tl atl o� �� T sOe g D g tl- G dtlOJR i � SM1 t( 0311�E I De g- Itlt ThMT k ct pl 1 ry T�saesg sb setl ly p p 1 ry tl � � d E Ib Id g p t APPI �I'ly � fa 9 P � t tlP P P t (tM1 P n � P ��Iry Po Id gtl �9 i�M1 t tl� lalle L 1 I 1 -nl tl 0 �o h - E d I E dcM1 tl b �s f p - 'o b GI g nly o�f N Id g t tiltyb c g Addl nalle po ry �ainV 4 B �� a g�o re �blryE ri g t tl n'sl� sponsblryat�M1 111 .Atltlf n Ip ib Id g t blNbrxng It� Osimclure st�erespcns�Iryolt�ebulGngdesignerorowneroltbetms5e5.Po�gene2lguEanwregartliBOesgnresponsiblt fE- tion,q Ity 11 torage; Eelivery,eredion;laleal resiminl antl Oiagonal Cracing,mnsult HN51?PI 1,059-89 antl BC51(BWlding ComOOnent Sahry In(oiniaiion)available hom CONSUL�INGuc SBCAalwmx.sbcintluslrymm. - �� � Job� Tmss ITNSSTyp¢ Qty Ply CAMDEN-9 I6M184]1fi J13]015J5 • GEO1B GNBLE � �. — J�bR�ferencela f Il PROBUILD.MOORESVILLE;IN 46158;Aaron Gartetl J Y50 s Aug 1520tt MiTek Intlusbies Inc Mon Mar N 09-OT482013 PaBe t I D:C11zmV_ntuXB�?5MksD Wern�Jp-?_EIZ4tlfkCjOUCHes3]ROBV1�1�gSuF3HmAC25vrzc2un -i1�a�1C B.]_0 lG1t-9 '254-0- 33_ 18- . 100�,- B.]0 ba8 11-0_ �&4-8 I B-0�0 2x4 = Scale=l'�t8 4x8 ° 6.00 12 6 � ��� 3xe 5 3x6�i i \ /j. / \� /\ 3�6 � y�✓ ��� � �6 I I 6 // / � ' /�'/� � ' �� �� ax4 J q � �� �� �� 8 � �� / %� �� �°k'� /�� � �� � / / I�\\ �h�/ \�\ �/ \\ ':?\ 0 4x j/� �n;{% /� \� �� \� 4x6_� \ 3 � � �� � � ���� 9 �/� 'I� � ,i��� �,�i� �� �;� 1� mo,:Ci L—: � -.G° es' . ��- "�_� Im � 1413 1211 � 3xB= 3xA = �BxB li iBt�-81a11 3x4 = 3x8 = i8.24a 1t-0-8 22;6=8 33_11{1 11-4.8 11-&0 11-0-9� _P�ate_offsets.(x,v)�_[z:o=a-1J,o-o-aj,_[s:o-2-0,0-0-o],_�e:o-z-12,o,o-a],.[9;J-s1q,a-yt s],.[i olo=a-1 s,o,aa7,.[i e�:o-o_1,ao-777,.[19:o-1-a,o-4s],_[i s:o-l-s,o-o-1 z] LOADING(ps� SPACING 2-0-0 C51 DEFL in Qoc) UdeFl L/tl PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC �76 Vert(LL) -024 11-14 >999 240 MT20 197/iqq TCOL 10D Wmberincrease 1.15 BC 0:65 Vert(TL) -0.73 11-14 >557 180 BCLL 0.0 ftep Slress Incr Yes WB 0.34 Horz(TL) 0.11 10 n/a n/a BCDL t0.0 CodeIRC2006/TPI2002 (Matrix-M) Weighti761b FT=20% LUMBER BRACING TOP CHORD 2 X 4 SPF Na2 TOP CHORD SBuctural wood shea[hing directly applied or 2-2-0 oc purlins. BOT CHORD 2 X 4'SPF No2 BOT CHORD ftigid ceiling tliredly applietl or 10-0-0 oc bracing. WEBS 2 X 3 SPF No2'ExcepC W4:2%4 SP No2 OTHERS 2 X 3 SPF No.2 SLIDER Lefl2X65PFNo22-0-O;Right2�X65PFNn22-0-0 REACTIONS (Ib/size) 2=1418/0-3-e (min.0.2�),10=1356/Mechanical Max Ho2 2=101(LC 6)� Maz Uplift2=-97(LC fi),�0=-66(LC 7) FORCES Qb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1075/0,3-4=-2181/332,4-5=-196V319,�5-6=-1855/360,6-7=-1858/362, 7-8=-1964/321,8-9=-2184/334,9-10=-1078/0 BOT CHORD 2-14=-257/1867.13-t4=-53/1311, 12-13=.-53/1311,11-12=-53,'1311,10-11=-266/'1871 WEBS 6-11=-6fiA08,8-71=443/220,6-14=-64/703,4-14=-440/218 NOTES 1)Unbalanced rooF.live loads have been consideretl for Ihis design. 2)WndASCE 7-05;90mph;TCDL=6.Opsf;BC�L=6.Opsf;h=25ff;CaL II;Exp B;.encloseQ MWFRS{low-rise)gable end zone and-0-C Extenor(2)zone;rantilever lefl and righ�exposed;entl vertical left antl righ�exposed;C-C for members and forces B�MWFRS for reactions showqlumber DOL=1.60 plate grip�DOL=1.60 3)Truss tlesignetl(or wind loatls in t�e plane of lhe tmss only. For stutls exposed.to wintl(norma{to the face),see Standard Industry GAble EiW'Details as applicable,or consult qualifetl building designer as pef ANSI/iPl�1. 4)All plates are 1"Sx4 MT20 unless otherwise intlicated. 5)Gable studs spacedakl'-4-0.oc. � � 6)This truss has'been tlesigned for a 10.0 psfbotlom chortl live load nonconcurrent with any other live loads. 7)Referrogirder(s)fartrusstotrussconnections. pP������i41� ' e)Provide mechanical connection(by.others)bf Iruss to bearing plate capable oF withstanding 1001b uplifl atjoint(s)Ai,45. �p� �/� 9)This truss is designed in accortlance wRh the 20061ntemationa6Residential Code sedions R502.11.1 and R8�2:102 and referencetl ��.• �pSEPk � Oj� s�andardANSIRPfi. �Q.a. 'GiSTE'q`��"�A�! LOA�CASE�S) Standard � e:'�� ���,�9� _ ; PE-11072220 ; - = e i . - �9� S TEOF ;'�?; � p°• i� ,.^ : � . . �A .: i t �� , �uri�uun�+" March 11,201 � WARNINGV 'tyE gpa Y� E E t �o ��sT 0 gD g a" 4tltl�JRf SM1 1( 0311�Efo � g � Itllo �M1MT k 1 plal ly TM1 tl 'g b d ly p p 1 h tl t E'd Ib Id g po 1 ApPI b'I'ry � !E sgnpa�amete a tlp p P � ��h P � P sbly Po Idn9tl 'g e (ih � tl' l II L 1 al � in� Ge g t �� 00 tl tl I �E ErA 4memD � p ' �ql g nly n itk Itl g leEl'y� gHGdf II p ry t�inU tl qo Ib gla 1�IryJ n g � tl ' (M1 p bIryMN 111 .AtlOI Ip t� 1E B �Olty� � qofiM1 II luqure sl�emspons�IyoflM1eEUltlngEesig ro�Pet s Foigeneralgutlanr<regarC gtlezB��esponsblt ,labrw(on,q ly t I �mrage, tlelivery,-ereYiory laierol restraim anE tliagonal brecing.wnsWtAN51RPl 1�,DSB-89 antl 9C&(9uilding Componenl Safey Inrortnalion7 available trom se�A a��,,�xma�,�,��m CONSULflNG uc Job Tmss iTmssType p�y pty � cAMOEN-9 1648431] Jt3301515 • GE02 GABLE � � � 'JOti Reference(optionaq PROBWLD,MOOflESVILLE,IN Ofi159j Aaron GarteH ]250 s Aug 25 20H MiTei Inausbies,Inc. Mon Mar 11 0991'49 2013 PaAe i ID:G11zmV_nlzzXg�l5MksOWeiw4Jp-TAP.Bm�eH Wn6msqPmegwOSMASVhEmz�_qMb0Mzc2um 4-��� 10-1_4 P03_B 21-3-8 i-o-a io-i-iz � m,vis i-o-o' 4afi = Scale=Y59 9 9 g .���\\� 10 �/� 11 &00 12 ° \� 6 % ' / \� 12 i A� 5 � ��� 13 /�/ ej \� q �� 14 �� \�, \ \5 2xa I I ��i r �/ ' I 2x4 II 4 'I�EI/ .�� _ — — — — — I \���.� 1� �o �" .^ . u�.—: ,;—� , ` .. �. . .°—_ ,",� :' _ �� '\I �4 1 3�3a 32 31 30 29 28 21 26 2524 23 22 21 20� 19 iB a2z4 II 3x6 = 2x4 II � 20-3-8 20.3-8 IOADING(ps� SPACING 2-0-0 C51 DEFL in (loc) I/deFl L/tl PLATES GRIP TCLL 20.0 Plateslncrease 1.15 TC 0.�3 Vert(LL) -0.00 17 Nr 180 MT20 197/144 TCDL 10.0 Lumberincrease 1.15 BC 0.07 Vert(TL) -0.Oi 17 n/r 120 BCLL 0.0 Rep�Stress incr Ves WB 0.11 Horz(TL) 0.00 18 n/a n/a BCDL 10.0 Cotle IRC2006/TPI2002 (Matris) � Weight 108 Vb PT=20% LUMBER BRACING TOP CHORD 2 X 4SPF No2 TOP CHORD S[rucWral wootl shea�hing directly applied or 6-0-0 oc purlins, except BOT CHORD 2 X 4 SPF No2 entl verticals. � WEBS 2 X 4 SPF Stutl BOT CHORD Rigitl ceiling direcHy applietl or 70-0-0 oc bracing. OTHERS 2 X 3SPF No2 WEBS 1 Row al mitlpt 9-26 REACTIONS q�Itiearings20-3-e. (Ib)- Max Hoa 33=206(LC 4) Max Uplifl All uplik 1�O lb or less at joint(s)33,18,�27,28,29,30,31,23,22, 21,20,19 exCept 32=-112(LC 5) � Mav Grav All reac�ion52501b or less atjoinl(s)33,tB,26,27,20,29,30,31,32, 25,23.22,21,20, 19 FORCES Qb)-Max:Comp/Max.Ten.-AO forces,250 Qb)or less except when shown. NOTES 1)Unbalanced roof live loatls have been consitlered for this design. 2)Wind:ASCE 7-05;90mph;TCDL=6.Opsf',BCDL=6.Opst;h=25fi;Ca�.II;Exp�B;enclosed',MVYFRS(low-rise)gable end zone and OC 6ctenor(2)zone',can�ilever lek and right exposed',entl vertical lefl and right exposeQGC for members and(orces 8 MWFRS for reactions showq Wmber DOL=t60 pla�e giip DOL=1.60 3)Tmss tlesigned for wintl loads in the plane of the truss only. For stutls exposed to wintl(normal to ihe face),see Standard�lndustry Gable End Details as applicable,or wnsult qualified building designer as per ANSIlTPI 1. 4)All plates are 1.Sx4 MT20 unless otherv+ise indicated. 5)Gable requires continuous bottom chortl bearing. fi)�Tmss to be(ully shealhed from one face or sewrelybraced against lateral movement(i.e.diagonal web). 7)Gable studs spacedal 1-4=0 oc. � 8)This Wss has been Eesigned fo�a 10.0 psf botlom chortl live load nonconwrrent wit�any o�he�live loads. 9)P�ovide mechanicalbonnection(by others)�of Iruss lo bearing plate capable of withstanding 1001b uplifl at joint(s�33,78,27,�28,29,30, � 31,23.22,21,.24,�'19 excePl Qt=16)32=112. 1�)This truss is tlesignetl In accortlance wilh lhe 2006�Inrernational Residentiai Code sec�ions R502.17.1 and R802.102 antl referenced ````, '�SEP'H/� �i�� standardANSI/iPl1. `,��\� �/��� LOA�CASE�S) Stantlartl ` �1 • ti Fi. ��� �.�p :��t57E � T . ;Q_tQ, �''F�t t<`9� = ; PE-it072220 ; ' � 9�'• S TEOF ��2� ' �yQi : •� , .., �Q i ! ALE `J � ���Mtmnun���� March 11,201 � WFFNINGV 'lytl gp t d tl t �t�sTms�egO g a"4tltlDJRt S�e �(re0311)Ef e0eg la� se �M1MT k 1 pl teso ty Tb tl 'g � etl ly p p t M1 4 � � E'd Ib Id g p 1 Appl tily. � ftl g p3a� 1 tlp p ' coryrdt W�h p 1 p ��Iry tb IdBtl 'B ��h � tl' lalle L¢ I � inl tl g t �own n ntl tl I b tl h E �ea f p� " b GI g ly if N Id g t EI'yU g Addt nall p ry ( inU tla90 a102 glo t bltyEun gw t q -nlsl� po s�IryoRh t II .AtlEI n Ip en�b Id B � blryb ing ftM1 o II imtlure slherespon%tiliryotl�ebuld'ngtlesgnaro�ownerofNe� ezFOrgeneralqutlanmrega�d gESgnresponsibl�e taL- ton,q Ityc t I,storage, Eelivery,erection,lalerzl reslmin�anE Elagonal eraong;mnsW�NNSI?PI i,�SB-89 and BC51(6uiltling Gomponenl Salery Info�a�ion)available 6om secn a„w..,se���d�s�ry�m CONSULi/NC ttc Job `ITruss iTruss Type p�Pty CAMOEN-9 I I6M164318 J133015J5 • IGE03 `GNBLE { � Job Reference(oplionalJ PROBUIL�,MOORESVILLE,IN C6158,Aa�on Garzetl � ]250 s Aug 252011 MiTak In�uslnes,Inc. Mon Mar 11 09�A1'.502013 Page 1 ID'.C11zmV-ntzzXgv?5MksDWezwQJp-zMkWZmfvGpzkjvROZU9vTc %hss5MDt2DU589ozc2ul �-�"t4 12_n-8. - r-- � �35_11_0 26_tY0 1.0-0 4-01-8 ' 4-01-8 �i-p-0� 4x6 = Scale=1:54.6 10 11 ��� �\� 600�12 8��� �� 7 ��. ��..�,\ 14 6 �i \ � \ �p 5��� �\.:�n� 1fi �S 4 3 ]j r �i. .,�� \11 J� � / \ ' Z // \�\ 18 d'r �I ,—i ,--, -rt� �-.i — J L I_ 3 _ ..��-` �� �o 3] 3fi 35 34 33 32 31 30 29 28 2� 2fi 25 24 23 22 21 p0 3r8 I I 5x6= 3x8 I I tB-2-0C � 25_11-0 as-ii-o Plate_Offsets,(X,YJ I_[20:0:4.4,0-1_8],_[28:0,2=4,0-0_4]„[37:0=4=4,0-1-8]� LOADING(ps� SPACING 2-0-0 CSI OEPL i� (loc) I(tlefl Ud I PLATES GRIP TCIL 20.0 Plaleslnc2ase 1.75 TC 0.08 Vert(LL) 0.00 �e n/r 180 MT20 197/�44 TCDL 10A Lumber Increase t.15 BC 0.06 Vert(TL) 0.00 19 Nr 120 BCLL 0.0 RepStresslna Yes WB 4:13 Horz(TL) 0.00 20 n/a n/a BCDL �10.0 CotleIRC2006/TP12002 (Matriz) Weight�181b FT=20% LUMBER BRACING TOP CHORD 2 X 4 SPF No2 TOP CHORD SlmcWral wood sheathing directly applied or 6-0-0 oqpudins, except BOT�CHORD 2 X 4 SPF No2 entl verticals. � WEBS. 2�X 4 SPF Stud BOT CHORD Rigid ceiling tlirectly applied or 10-0.�oc bracing. OTHERS 2 X 3 SPF No2 � REACTIONS Allbearings25-it-�. (Ib)- Max Ho2 37=75(LC 6) Max Uplifi All uplifl t00 Ib or less at joint(s)37,20,31,32,.33,34,35,36,26, 25.2Q 23.22,21 Max Grav All reaction5�2501b or less atjoint(s)37,20.29,30,-91,32,33,34,35, 36,27.26,25,24,23,22,21 FORCES Qbf-Max.Comp./Max.Ten.-All forces 250 Qb)or less except when shown. NOTES 1)Unbalancetl roof live loatls have been rAnsidered for this design. 2)Wintl'.ASCE 7-05;90mph;7CDL=6.Opst BC�L=6.Opsf;.h=25fl;Cat.II;Exp.B',enclosetl;MWFRS(low-rise)gable endzone and GC Extenor(2)zone;cantilever lett antl righl exposed;end�vetlical left and�righl exposeQPC for members and forces&MWFRS for reactions shown;Cumber DOL=1.60 plate grip DOL=1�.60 3)Tmss designed for wintl loatls in the'plane of tlie truss only. For stutls eaposed to wintl(normal to the face),see S�andard Intlustry Gable End Delails as applicahle,or consult qualifed builtling tlesigner as perAN51/iPl 1: 4)All plates are 1.5x4 MT20 unless otherwise inGicated. 5)Gable requires continuous bottom chord bearing. 6)Tmss to be fuly sheattied tmm one face or securely bracetl against lateral movemenf(i.e.tliagonal web). 7)Gable studs spaced at L4-0 oc. e)This truss'has been tlesignetl for a 10.0 psf bottom chortlAive Ioad.nonconcuirent wilh any other live loads. 9)Pmvitle mechanical connec[ion(by o�hers)of truss to bearing plale ca0able af withstanding t001b uplift atjoinl(s)37,20,31,32,33,34, 35,36,2fi;25,24.23,22,24. . . � \t`��P�l/1j / 10)This truss is designed�in accordance with the 20069nternational Residential Code sections R502.V.1 and�R802.102 and referencetl ,���� �/�� standard ANSI/TPI t. � ``� �Q H ��/�� LOAD CASE�S) Stantlard �:�p�Q�GtSTFq`FO'�'�.�� '?. .9= ' ;� PE-1)012220 .; — = e . _ .. 'o ° S 7E OF '? � i90•' !� �•'�i�: . �? � �� DNAIE � �///ip111411�5�� March 11,201 � WARNING V tyd g p m �rs J atl t 1� T p g :D wiB tl dOatlDJRI naSM1et� 031f)bfo peg 10 f i�MT k n pla� ty T� tl �g b tl ly p p t �ow tl 1 � d �tl al E IE' g po t Appl e Iry 0 oPo 9 p mele�sa Gp p c�po � tt� ompo e I p 'b"ly (b Itl gE 9 ��h � E' 1 Ile L 1 I Y inl � gnatonss� nC tl I b �cl�oMmembers fo co p -o b tlil g ly, If N Iti g t tilryEa g Atldt It p ry � inV tl g IO2ung�o e �ablNtlun gco Vudon�sl�e p nshlryoR� t II AGUdon Ip ib Idng 1 Elryb unqoR� IlbucWm �peresponsEliryo�Ne6uYEmgCesi9netwwmeroHM1etrvssexPorgene�a18�4anceregareingGeSgnresponsbllesfabncaGOn,q Itycot I� �orage. aen�er.eren�o�,ia�e,�i resiam�a�a a�ae��ai c,a�my,w�s�n nr�sirtai�;ose-as a�a ecsi ia�ae��y comvo�e��se�ey mro,maro�l a�a�iame nom CONSULT/NG[�C SBGA a�wnw.sbcindustry wm.- Job Tmss ITmssType pry Ply ' cAMOe�u-5 L� I 16484319 J1330195 GE04 IGA9LE Jo6Reference(opAOnary PROBUILO,MOORESVILLE,IN C615B,Aamn Gartetl ]250 s Aug 251011.MiTek InEUSlnes Int Mon Mar H a991'.R 2013�Page 1 2�a ID�.C11zmV_ntzz%gv?5MksDWezw�Jp-tISGOS9Aa�D5zDCP5vBNY14t?gXiq6cshnaFEhzc2uj j 1 d�, ]_1-8 14_3-0.� I1S3-0� �"�'� �"�'0 ]-1-8 1.0-Q 4x6 ° Scale:1/4"=1' 7 iSxG II ^• �.Sx4 II %C�]� 6 8 i 9,00 �2 15x4 �� r,Y3� ��j� 1.5x4 Il � �� 9 15x4 II �� �� �,Sx4 II /� ���� 4� tbx4 II 4�„/' \� ���, 1.6x4 I I � � ' ii 2x4 II � 2x4 II . z�� � —�*�.� / �� 13 0 �� . ei 4����_ ..__� �.... .,�. �.0 i. �. ������� �4 24 23 22 21 20 19 18 1] i6 15 ib ibx4 II 15xG II LSx4 II t5z4 II 1.5x4 II iSx4 II 1.5x4 II 1.Sx4 II 15x4 II t.5x4 II 1�.5x4 II 1&3-04 t0.3-0 10.3-� LOADING(ps� SPACING 2-0-0 C51 DEFL in Qoc) UdeFl L/tl PLATES� GRIP TCLL 20.0 Plateslncrease h15 TC 0.09 Vert(LL) -0,0� 13 Nr 180 MT20 197/144 TCDL 10A l.umberincrease 1.15 BC 0.05 Vert(TL) -0.01 t3 n/r 120 BCLL 0.0 Rep Stress Incr Ves WB 0.11 Horz(TL) 0.00 74 n/a n/a BCDL �0.0 CodeIRC20�6/TPI2002 (MatrizJ Weight681b FT=20% LUMBER BRACING TOP�CHORD 2 X 4 SPF No2 TOP CHORD SlrucWial wood sheathing tlirectly applied or 6-0-0 oc pudins, excep� BOT CHORD 2 X 4 SPF No2 entl verticals. WEBS 2 X 4 SPF Stud BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 3 SPF No2 - REACT�ONS All bearings 143-0. (Ib)- Max Horz 24=-153(LC 4) Max Uplifl All uplik 1001b or less�at joint(s)24,14,2q 21,22,23,18,17,16, �5 � Max Grav All reaclions 250 Ib or less atjoinqs)24,14;t9,2q 21,22,23,18, 17, 16, 15 FORCES (Ib)-Max.Comp IMax.Ten.-All forces 250(Ib)oF less except when shown. NOTES 1)Unbalanced roo(live loadshave 6een considered br this design. 2)Wind:ASCE 7-05;90mph;TW L=6.Opsf;BCDL=6.Opsf,�h=25fl;Ca�.II;Exp B',enclosed;MWFRS(low-rise)gable entl zone and C-C EAenor(2)zone;cantilever lek antl�ight exposed;entl vetlical lek antl.righl exposed;GC for members antl forces&MWFRS for reactions shown;Wm6er DOL=t60 plate grip DOL=1.60 3)Tmss tlesignetl for wind loatls intM1e plane o(the�mss only. For stutls ezposed to wintl(normal to Ihe.face),see Standartl Intlustry Gable Entl Details as appliwble,or wnsult qualifed building designer as per�ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5J Tmss to be fWly sfieathed hom one face or securely braced against lateral movement(i.e.Aiagonal web). 6)Gable sNtls spacetl a�1-4-0 oc: 7)This truss hasbeen designed for a 10.0 psf bottom chortl�ive load noncohcurrent with any other live loads. e)Provide mechaniral connection(by o�hers)of tmss ro�beaiing plate capable of withstantling 100db uplifi zt joinqs)24,14,20,21,22,23, tB,17,16. 15. � . . 9)This Uuss is designed in accortlance with the 20069ntemational Resitlential Code sections R502.11.1 antl R802�02 antl referenced standardAN51RP11. `` \\'OIHIIitp/(O�'','' LOAD CASE(S) Standartl ���� SEPH �i � � `�'�Q��isTER�o-{'r�9' .� ;• PE-11012220 : = '+ 'oi �3T 0 •Q' 2 '90.. .��``z iq ..� �?`� G � `��� �4NIIill���i� March 11,201 � WARNING V 'tytl g p ( tl tl t M T p g 0 8 . � GEtlpJft ! S� 1( 0&11)bi � g� IEi I�MTk 1 pl l ly TM1 E y E tl ly p p t h tl ( "d�tl IE Itl g p tAppl- b'Ity Id g p 1 dp p cory 1 fIF CO po 1 p '�Ily !b Id gE g IIM1 � E' t Ile L 1 rol t �nt � tl g �onss�mmo E d alvreoanacnoa 6�� efo�comp 5- bGl g nly olloN Id B �tiltyb c gAtltlt It p ryrestainU C g Ib gio n s�blrytlun g t qon lM1 p Elh ��he t II AEdI Ip ib Id g 1 blryE ' gol�M1 II Iruclure ztM1erasponstilryoflM1eUUIOngEesig rofiM1el asee ForgeneralguEaTeregarangtlesgnrezponibll ,fabnwton,q Ity t I lorage. delrvery,bretlion,lateal reshainl antl diaBo�al Eracing�wnsult ANSIRPI Y�59-89 antl BC51 IBUiIEing Componen�Safery Iniormation�available fmm secn a�.�,,,,.:ou�a���ry.�m. CONSULT/NG(CC Job ITruss iTruss Type Oty Ply CAMDEN-9 isaeaazo J133015J5 IGE05 IGABLE � � Job Reference(optionap PROBUIL�,MOORESVILLE,IN 46158,�Aaron Garretl 9250 5 Aug 152011 MT k Inausines Inc_Mon Mar 11 09:01�.532013 Page 1 . 1.z ID:C11zmV_ntzzXgv�5MksDWeZwOJpLxQecohoZkLJaNA�ecic5Ec2y31oZZZOVRKpm7zc2ui �-1-0-�� �¢3-e 20.]-a � i11_9�0� '1-0.0 ' 10.3-9 � ib3-8 '1-0-0 4x6 — 5 W le=1 44] .�8t> � i�.";I,�. 9 600 12 6 // \�\ 10 � � � 5 ��� _ 11 /. ��� W� 4 ,� ���� 12 \_ 3 /i ���� ta /% \\ � {`� 0 2�i j/� • \�\-�.\ 14 15 d�_�� „—�_:'.`—ry_:—L—� � _— .I—�. — ��'�.�.I lo ' '--,.--T — - —_' �—J 29 2B 21 26 25 24 23 P221 20 �9 16 1] i6 3x8 II 3x6 - 3xB I{ 8-0-] 20.]-0 20-]-0 Plate Offsets.(X,V)'_[16:0=4=4,0-1'_8],.�29:0=4=4 0-t_B] LOADING(ps� SPACING 2-0-0 LSI DEFL in (lac) IltleFl Lld PLATES GRIP TCLL 20.0 Plaleslncrease 1.15 TC 0.08 Vert(LL) 0.00 14 n/r 180 MT20 197/144 TCDL 10.0 Lumberincrease 1.15 BC 0.06 Vert(TL) 0.00 15 n/r 120 BCLL 0.0 RepStresslncr Ves WH 0.07 Horz(TL) 0.00 i6 n/a n/a BCDL '100 CodeIRC200fi/TPI2002 (Ma�rixJ Weigh�:B51G FT=20% LUMBER BRACING TOP�CHORD 2 X 4 SPF No2 TOP CHORD Stmctural wood�sheathing.directly applied or 6-0-0 oc purlins, except BOT CHORD 2 X 4 SPF No2 entl veNcals. WEBS 2 X 4 SPF SNd BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 3 SPF No2 REACTIONS PII bearings 20-7-0. (16)- Maz Horz 29=-63(LC 7) Max Uplitl All upliR t00 Ib or less atjoint(s)29,i6,24,25,26,�D,28,22,20, 19.18, i7 Maz Grav All reaclions 2501b or less atjoint(s)29,i6,23,24,25,26,27,28,22, 20,19.18,17 FORCES Qb)-Max.Comp/Max.Ten.-All Porces 250 Qti)or less except when shown. NOTES �)Unbalancetl roo(live loads have been consideretl for this design. 2)Wmd':ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf;h45tl;Cat.II;Exp B',enclosed',MWFRS(low-rise)gable end zone and C;C Extenar(2)¢one;cantilever lek and"right exposetl.;end vetlical IeR and right exposed;GC for members and fomes 8 MWFRS!or reac[ions shown;Lumber�OL=1.60 plate grip DOL=1.60 3)Tmss tlesigned for windioads in�he�plane o!ihe truss only. For.studs exposed to wintl(normal to the face),see StanGard Indusiry Gable End Oetails as appli�able,or mnsult qualified'building designer as perANSI/TPI�. 4)All plates are 1.Sx4 MT20 unless otherHise intlicaletl. 5)Gable requires continuous botlom chord beanng. 6)Tmss to be fully sheaNetl from one face or sewrely breced against lateral movement(i.e.tliagonal web). � 7)Gable sWtls spaced att-4-0 oc. e)This truss hasbeen tlesigned for a10:0 psf bottom choFtl live load�nonconcurrent wilh any olher live loatls. 9),Provide mechanical conneclion(by othefs)of truss to bearing plate�capable of withstanGing�OO lb uplift atjoint(s)29,16,24,25,26,27, 2Q 22,24 19.�18,17. 'o)talndartl ANS Rp��d imaccordance with'lhe 2006intemational Residenlial Cotle sections R502.iL1 antl R802.102 antl referenced ```�.�``�pSEPH����o,� LOADCASE�S) Stantlard r�¢PaQ%G�ST�9FQ��`�9� _ ; PE-11072220 ; = = s = � • E i . _ �9Q�. ST � � :��4.�: � � . i�''' ' A �``,\ � /J/If11111i1111\\ March 11,201 � waarvirvc v yes9 v t_� o a i ��nmsr D B o y a� aaeo�ar sn ��re oaii�eero eo y iar mmr k c� oi i y rn a �g e e ry p p �erssn d � � a a aie ie� g vo �Aoai eiy B ra e Pa �e ao o wm t Im - a � P tiIN Ic la 9a �e . rm t e- i ue L t � i �nt E¢49nd�� h wn p ptl d I eE GCM1Otl be�s �p C p b[kl g ly 1�N Itl g taDl'tyb2 9 Adtll al� p ry �ainV tl g Ibtaunglo �ablryCUngcon� qo �IM1 0 sblry�RM1 111 .Atl01 Ip tb Id g tabltyb � golOr II tucWm st�eresponsplryatlMhuW�tlesg��mcwr.eroifieV sses PorgeneralguEenceregartlngtl sgnrasponsibll I E' lion,q alry t I�iorage, tlelivery,ereclion,laterzl rezlminl anE tliagonal bracing,mnsuI1AN51RPl 1;�50-89 ana BCSI(Builtling Component Salery Inbima�ion)availa�le hom p pL� /� SBGAatwwrv.zbcintluslry.wm. � �� VQ/�OV�I�NYCLC Job Tmss ITrussType pty Ply cnMOEN�9 I6CBC321 J13J015]5 • GEO] IGABLE 1 � . Joti Reference(o tionel PROBUILD,MOOftESVILLE,IN 66159,Aamn GarreX ]250 s Au825201YMiTek InEUSines,Inc Mon Mar 11 0991'.532013 PaAe 1 g�2 IO:C11zmV_nfzz%gv?SMksDWezwpJp-LrpecohoZkLJaNMecicSECwK3n8ZabOVRKpm7zc2ui -0 0.0_ 5 p_q I �-Q'0 ' 6-0-a ' Scale=1:15.5 1 5x4 II 3 3.00 -02 � �i"�_ II. �� ' --�U � _ � �� i � ,, ,-- � �- , _� �__ � , z ,,- �= �' -� -' I I g � �°I L� / � � i l,. _ � <f ,�.:� !;.n�XX� �i�..f � ��'�. . �- �.—�� � �. � 4 3x4= 15x6 I I 94-2 6-0-< 6-4-< LOAOING(ps� SPACING 2-0-0 CSI OEFL in poc) I/deFl Ud PLATES GRIP TCLL 20.0 Plales lncrease 1.15 TC 0.63 Vert(LL) 0.00 1 Nt 180 MT20 197/144 TCDL 10.0 Lumberincrease L�5 BC 0.42 Vetl(iL) -0:O6 1 Nr 120 BCLL 0.0 Rep Stress Ina YES WB 0.00 Hoa(TL) 0.00 4 n/a n/a BCDL 10A Code IRC2006/TPI2002 (Matrix) Weight 771b FT=20% LUMBER BRACING TOP CHORD 2 X 4 SPF No2 TOP CHORD StmcWral wootl sheathing directly applied or 6-0-0 oc pudins, except BOT CHOftD 2%4 SPF No 2 entl.verticals. WEBS 2 X 3 SPF No2 BOT CHORD Rigitl ceiling directly�applied ort0-0-0 oc bracing. REACTIONS (Ib/size) 4=245/6-4-4 (min.�0-i�-8),2=315/6-4-0 (min.0.1-e) Max Horz 2=57(LCS) Max Uplift4=-22(L.0 6),2=-52(LC 4) FORCES Qh)-Max.Comp./Max:Ten.-All forces 250 Qb)or less except when shown, NOTES i)Wind:ASCE 7-05;90mph;TCOL=fi.Opsf;�BCDL=6,Opsf',h=25ft;Catll;Exp B;enclosed;MWFRS Qow-rise)gable endzone and GC E#enor(2)zone;cantilever lett and right exposed;end vertiwl left and.righlexposed;GC for members and forces�&MWFRS for reactions shown;Lumber DOL=1.60plate grip DOL=1.60 2)Tmss designetl for wind loads in the plane of ihe tiuss only. For stutls exposed lo wind(normal to the face),see Stantlartl Industry Gable End Detals as applicable,or consult qualified bui�tling designer as per ANSI/TPI�. 3)Ga61e requires coNinuous bottom chord bearing. 4)Gable stutls spaced at 1-4-0 oc. 5)This Imss has been designed tor a 10.0 psf 6ottom chord liveload nonconcurrent with any o�her live loads. 6)Provitle mechanical connection @y others)oElmss lo bearing plate capable of.withstanding 1001b uplifl aljoinl(s)4,2. 7)This tmss is designed in accordance wilh�he 2006 Intemational Resitlential Code sectionsR502.11.1 antl R802.102 and referencetl stantlartl ANSIITPI L � COAD CASE(S) yyantlartl ``��>>����pSEPF{�����ii�� :�p.aP�G\STEqF.c�".�': ;Q . 4�9� _ � PE-itot222o = � e = i • � sq ' ST EOF ;'? c :�90� ,,•�/��/`�� .� � `�. A ��� �n�ltwuuu'' March N,201 � WARNING V tyd B P ters d O t tp T Da g,D g tl" G tl tlOJR i ceSM1 �( 03fl�bet D �g I tl I Ri M T k c1 �plat ly TM1 E� '8 b J ly p p 1 M1own tl t ' E 4 I� Itl g po t qpPl ati liry B ftl g pa� e�ers tlp p ' coP at ItM1 ' p 1 re po blty Ib Itl'gtl 'g itM1 � tl" lalle L 1 I t mt tl g 1 powno d E I b dcM1O�d b t Ore -o b ckl B N ot�N Id g �etil'ryb g Rddl nall p ry IainV tlago Ib 'nglo t 51ablryEm g 1 cl �%IM1 p biry I�F �alle Atltll n Ip ib Idng t blryb 'ng II� �allslmdure s�heresponsbiliryolt�eOuIEnB4esgerorvanerot�petmSSesPorgeneralguJanceregarEingtlsgnres0onsiGl�es�bcat-n,q ly 11-lorage, tlelivery,eretlioqiateral restra�nl and tliaBOnal Eracing,mnsull ANSVTPI.1,D50�89 and BC51(9ulltlin8 Componenl Salety Infomia�ion�available hom CONSULflNG uc SBCAatw�vw.sbcintlusirymm. � � JOb . TmsS ITNSSTyp2 O�PIy CAMDEN-9 164B4321 JflJf11515 GE09 'IMOnopitchTmss � � J-b Reference(optional PROBUILO,MOORESVILLE.IN d6158,PemnGartetl ]250aAUp 2520HMiTMInOUSUies Inc MonMart1090t54201J PeBa1 g�Z ID:C11zmV_n�zz%B�?SMk50Wezw�Jp�p7_1pei�K2TACXInCJOrtlS9AeTAx11A859MIZZC2uh l "j'oo I 44d 1-0-0 Q.q{ - Scale=1:11 2 3 t5�d'fi 300 �p � I� �"�J 9 i �i�� �. � � �� „� , � �I a ,� �J ' � , �-- � ,,��� , ,., �,, _ .� y ,.�, _� �a � < 3x4 = 1 5xA I I 8-1-2 aes a-as LOADING(ps� SPACING 2-0-0 C51 DEFL in (loc) I/deFl L/tl PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 027 Ven(LL) 0.00 1 Nr 180 MT20 197/144 TCDL 10.0 Lumber Inuease 1.15 BC 020 Vert(TL) 0.02 1 Nr 120 BCLL 0.0 Rep Stress Incr VES VJB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 1�.0 CotleIRC2006/TPI2002 (Matrix) WeighL121b FT=20% LUMBER BRACING TOP CHORD 2%9 SPF No2 TOP CHORD SlrucWral wootl sheathing directiy applietl or 4-4-4 oc putlins, ezcep� 80T CHORD 2 X 4 SPF No2 entl veNCals. VJEBS 2 X 3 SPF No.2 80T CHORD Rlgid ceiling directly applied or 70-0-0 oc brocing. REACTIONS (Ib/sae) 4=163/4-0-0 (min.0-LB),2=237l4-44 (min.0.1-8) Max Horz 2=40(LC 5) Maa Uplift4=-13(LC 6),2=-47(LC 4) FORCES Qb)-Max.Comp/Max.Ten.-Ail forces 250(Ib)ot less excepl when shown. NOTES 1)Wntl:ASCE 7-05�,90mph;TCDL=6.Opsf BCDL=6,Opsf;h=25tt;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone antl GC 6ctenor(2)zone;cantilever lek antl righ�exposed;end vetlical lett and righl exposed;C-C for members and forces 8 MWFRS/or reacGOns shown;Lumber DOL=1.60 plate gnp DOL=1.60 2)Truss designetl(or wind loads in the plane of the Vuss onty. For sNds eaposed to wintl(normal to the face),see Standard Industry Gable Entl Details as appliwble,or consult qualifetlbuilding designer as per AN51/TPI 1. 3)Gable requires mntinuous bottom chord bearing. 4)Gable stutls spa�zd at 2-0-0 oc. 5)This Wss has been tlesigned for a 10.0 psf bonom chortl live load nonconwrrenl with any other live loads. 6)Pmvide mechaniwl connedion(by oi�ers)of truss to bearingplate wpable of withstantling 100 Ib uplifl at joim(s)4,2. 7)Beveletl plate or shim requiretl to provitle full bearing surtace with Imss choitl at Join�(s)2. 8)T�is iruss is designetl in accordance wilh lhe 2006 Intemational Resitlential Code sedions R5�2.71.1 and R802.102 antl referenced standartl ANSIliPi 1. LOAD CASE�S) SfanCartl `\�.�`���"OSEP{{ ���iq'% �'pS�Q�G\STEq��"�'j.: �Q �`.F9' — � PE-11072220 � = �.9?� S TEOF :'�2� � ry •` .r �a4'�: i •. •• `� i� / A�E \`�` ���///IIIIn11UD� March 11,201 � WARNING v ryemgnv �en a e oimon�n r ose � a a'aeecD�ame sna�( o3ii�eio .o 'p rei 'inMr xco n a Pmi s ry rn e e e eo ry po v � h e �o a - a e ic ia e vo �apo�caery / oia a v e�a eo ne � comoao rm b � a � �nib rc �iaroa e nn i a� ian� �� i i � eesB�aoons nam a a alwee rwMON e oe 1 pezzo e ad�9 �y ��A �a�g t dlryb ig.aaef m� v �Y (�� v E po IE nglo ns esNEliytlun g Wqo sN �espo sblryWN 111 AEd�ion Ip �E ltli ps�dlryb )p IN II vudure isNereSponsGlMoll�e�ultlngEesgneraawneralNeVUZSesFOlgenttalpuitlenmegaNinpEespnresponv�ll a,faLnGlon,yaNycmlml,slo�ape, Jelivery,ttecYOn,lalenl�esvaint uitl EiaBOnal Lrapng,consuM AN51?PI 1,0.5&B9 anE BC51�BmlGinp Componen�Selery Inbimavon)avaAa�le hom COIVSULTING uc SBCR el wxn:sbcinCUSVy.com. Job Tluw ITruss Type Ory Ply UMDEN-9 16a0a313 J133015]5 • GHO IMOnopilNTrvzs � � Job Reference(optionag PROBUILO,MOORESVILLE,IN 06158,Neion Garrett ]250 s Aug 25 00H MiTek InJUSines,Inc Mon Mar 11 09:01'S41013 Page i g�2 I�'C11zmV_ntu%gv?SMksDWezwOJp-p7_1pBi�K2TACXInCJDrtl590pTD�HN&53MIZZC2uh -1-a0 1_it_8 � i-ao ' �-ii-e-� Scale=1'.9A 3 Q� Z 1.5x4 I� � � I I" �� 2 I ' � �' / / / I � �� �; :� . ....,'.. /"�� � '/ . -.Y.'%, ,, _ ? .�:% a z.a= is.a II s:-z vire �-��_0 LOADING(ps� SPACING 2-0.0 C51 DEFL in Qoc) I/tleFl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.07 Vert(LL) 0.00 1 Nr 1B0 MT20 197/144 TCDL 10.0 Lumberinuease 1.15 BC 0.04 Veh(TL) -0.00 1 Nr 120 BCLL 0.0 Rep Stress Inu VES VJB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 CotleIRC2006lfP12002 (Matrix) Weight6lb FT=20% LUMBER BRACING TOP CHORD 2 X 4 SPP No2 TOP CHORD StmcWral wood sheathing direIX�y applied or 1-11-8 oc pudins, ezcepi BOT CHORD 2 X 4 SPF No2 end veN�als. WEBS 2 X 3 SPF No2 BOT CHORD Rigitl ceiling tliredly applied or 10-0-0 oc bracing, REACTIONS (�b/size) 4=58/1-11-8 (min.0-1-e),2=150/1-iL9 (min.0-�-8) Max Hoa 2=3o(LC 5) Max Uplifl4=-2(LC 5),2=-44(LC 4) FORCES (Ib)-Max.Comp/Maz.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wntl:ASCE 7-05;90mph;TCDL=6.Opst;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone antl GC Eztedor(2)zone;wntilever lefl and nght exposed;end vertical left antl nght exposed;GC for membere and fo¢es 8 MWFRS for reactions shown;Lumber DOL=1.60 plare gnp DOL=1.60 2)Truss tlesigned fo�wind loatls in I�e plane of the truss only. For sNds ezposetl�o wintl(normal to ihe face),see Standard Indus[ry Gable End Delails as applicable,or cansult qualifretl builtling tlesigner as perANSI/TPI 1. 3)Gable reqwres continuous bottom chortl bearinq. 4)Gable stutls spaced at 2-0-0 oc. 5)This truss has been desi9ned(or a 10.0 psf bottom chord live loatl nonwnwrtent with any other live loads. 6)Provitle mechanical connection(by others)of truss to 6eanng plate wpable of withstantling 10o Ib uplifi atjoint(s)4,2. 7)This ituss is designed in accordance with ihe 20061ntemational Resitlential Code sections R502.11.1 antl R802.101 antl referenced standartl ANSI/TPI 1. LOADCASE(5) Stantlard ```�������OSEPH Q�i��'' ¢P�G�STE'qFO"fj.�9� k = � PE-tt012220 = = i = _ . i . _ ST EOF ; ¢' � ' p0� ��v�`: ,''��ij� JNAI..• ```�. ///lllllllll\11� March 11,201 � wnaw�ucvryaeca i�: e e �esnmsr oe�ao � a e� uaaodar sni�reoan�eem .o �y � ra� in mr x no o�ai y rn a ie� e sea iy p p i n e r 'a a i e ia q pone i qpprran'rry ' IE g paomete dp 0 � �TO-4 iN mp 1 � sp Diry ib'Id g0 IB ItM1 1 M' �Ye L � I t �nt 0 g 4 �wn ntl -tl al E Md�Nmemeersarefo p � buJA'g nty no11oN 10 B �al'yE rp.Atldl ell p ry vanV E g IOatinpla sliEfryaunnpro Wdi ' 1� po s01ryo�Ne n t II AEE�an Ip nlb ld q IadlryC 'iq IN II t dure sNerespomitiLryoft�eUUlOrqOesiB�erorwmerolNelrvssez.PorBenenlBU4ancereBaNigEesB��ezpaniCltreslbnca6on.y ItY Vol,zmnpe, aeimen,a.n�on i.�eai,�:iaim a�e aiaso�ai e,a���o,��•�n nHSirrPi t ase-as a�e ecsi�e�neme compo�em saiay mmm,aro��o�aa.ma rtom CONSULT/NGuc SBCA a�wwwsEUntlusiry mm. Job� ' Tiuse TiussType pry Ply LAM�EN�9 I60B6J24 IJ13301515 GE11 GABLE � � �— JGRI I p PROBUILD,moontav�LLtlNafii56 12WsMy112p11MiTeklnEUSines,IncMOnMar111Y]4�.092013PeY 1 ID:C 11zmV_n1uXgN5MksDWezwOJp-qaV69?3m71eDpBRPwpNZUSEouiakUDsNZ1 h72zo9aT -i 1'�'0 I 6-11-8 13-11.0 id-11-0 { 1-0.0 &it-B ' 611-8 ' 1-0-0 Scale=L252 Axfi = 4 L5�C II \\ 1.Sx4 II 3 �� � 5 800 12 1�� � /I � d� � / ���I�\_ \ \ �� � 10���� ����� it \ 5x8 = 9 � � 2 � / 1.Ss9 �I 15xA �I �\���6 � /k : . .. '� . . . -. , ```�_��I� � �a�� � ��. . . . . . . _..,. . - _ . ,_:. v_� ., �: � � �—�/ ' � ,. _ --coo�ir�=_�.; , ._T _ . xf.�k � � — . . � u 3x6 II 8 3R8 II 611-8 13-11-0 fi-11-8 G11.8 LOAPING(ps� SPACING 2-0-0 C51 DEFL in (loc) Vdefl UE PLATES GRIP TCLL 20A Plalesinuease 1.15 TC 0.34 Vetl(LL) 0.01 ] Nr 180 MT20 19I/144 TCDL 10.� WmOerinaease 1.15 BC 0.P5 Vetl(TL) 0.03 ] Nr 120 BCLL 0.0 RepSiresslna VES WH 0.13 Horz(TL) Oat 8 nla nla 6CDL 10.0 Cotla IRC2006/TPI2002 (Matnx) Weig�t421b FT=2p% IUMBER 6RACING TOG CHORO 2 X d SPF No 2 TOP CHORD Slrutlural wood sM1eat�ing tlirecVy,applietl or6-0-0 oc purlins, excepl entl vetlicals. BOT CHORD 2 X C SPF No2 BOT CHORO Rigid ceiling tlireclly appliatl or 10-0-0 oc�radng. WE65 2Xd5PF5Wa OTMERS 2%3SP?NO2 REACTIONS All beanngs 13-i t-�. (Ib)- Mev Horz 12=d7(LG]) Maa Uplill All upOM1 t001E or less atjoint(s)12,8,11,9 excep110=-36]�LC 1) MaxGrav Allreac�ions2501EOrlessatjoint(s)10excep112=329�LC1�,8=329�LC1�,i1=G)1�LC10),9=4]t(LC11) FORCES (10)-Mae.Gomp/Max.Ten.�HII torcas 250(I�)o�less except wlien s�own. TOF CHORO 242=333/159,2d=J021111,3-9=-3031197,4-5=-303/19],56=-302I111,6A=-333I159 WEBS 4 4 0=-24213]2.3-11=-930I1]].5-9=-330/1]] � NOTES 1�Unbalanretl roo(live Icatls�ave been wnsitlered for this tlesign. 2)Wintl'.FSCE l-05;90mph;TC�L=6.Opsi;BC�L=B.Ops(h=25tl',�Cal.II',F�p B',encloSeE',MWFRS(low-nse)gable entl zone anC GC Fxtenor(2)zone;cznWever le�l ana ng�t expaseE;enE ve�iwl lefi antl nght expo5ea�,GC lor memEers ana lorces 8 MPoFRS for reactions sliown;LumEer�OL=1 60 pla�e gnp DOL=1 60 3)Truss Cesigned fot win]IaaES in Vie plane ot Ne Wss only. For slutls exposetl to vnntl(no�mal�o�he faca),see Stan�artl Induslry Gable Entl�etails as apPlita�le, or mnsull quahfea�uilding tlesigner as per AN51/iPl i. � 4)Ga01e requires fAnlinuous boVOm tAO�tl�earing. 5)Truss lo Oe tuliy sM1eaPetl imm one face or semrety bracad againsl lateral mavemeni(i.e.tliagonal weC). 6)Ga�le s1uGS sparqa a�1-4-0 oc. ])This imss has�een designetl for a ID 0 ps(�ottom chortl Ilve loatl nonconcurranl wi0t eny ot�er live loatls. 8)PmviGe merhanicel wnnedion(Ey ot�ers)of Iruss to beanng pla�e wpable ol withstanEing 1�O ID uplifi aljoint�s)12,8,1 t,9 except��=IE�ID=36]. 9�Bevelea pla�e ar s�im mQUUed�o proviEe NII Oeannq surtece with Imss chorE et joim(s)10.1 I,9. 10�This Wss is Cesignee in eccortlanfa wit�tM1e 20061ntemetional ResiEential Cotle sedions P.502.11.1 ana R802J02 antl reference0 stanaartl ANSI/TPI 1. lOAOCASE(5) SlanGarO �\UI{I�Ilpl/// \``���`���pSEPi� 0�i,�' `;�p�r���srE9F,i'��; ; Q';'P ot.9=. . _ ; PE-71012220 ; = :9 s \�4i,v;� � L � ,��///11111111111\��\ March 11,201 A wnaNwc, v rye e o � s ar -o �- m r asoe e o a a' �eeo�Re� snee�( oaii�em e.oe'e � IEIO use NMT k tl platesony Th tl j e e ry D 0 � sM1 C 1 - 4nE Ib IE g pa LAppl Clry ' of tl g pa me�en antl prope�' P � a Ne comp 1 p 'b hy f W IO M 4 iq �I�e w iM' �Ae Lel I t nt tlesg t � o G E el E tldad D sarcbrcanp iso b rkl 8 rN noti N Itlnps�tiIN� B�!etluonall p ryroelreinV dag alb -glo �Clrytl n g � cli ' IM1 esp tilryoll� lell AtlElon Ip t� 'IGi pstablryb �n8 II� II tunum ethemsponsb'IryollM1ebuldnptlesignerorvrvnerot��etmaaesFOrgene�algu0anmrtgnCingtl p esponxiplilestaDnt'aton.a Iry Vvl tarage, tlelnery,erodian,lalerel reztaint anE Eiaypnal bretlng,mnsuX AN51?PI 1,p5B89 anE BCSI(BuJtlinB�mponenl Selery in�o�mation�availaEle irom secn ai�„,,.scf;�a�:vy.mm. �NSUL�/NG[cc IJt�]m95 • IGRa55 iCOMMONT RU55 O,Y P'Y Q �b Reference(op;ional) I6C04]35 PROBUILD.MOORESVILLE,IN C6158.Aamn Gartetl I250 a AuB ZS 3011 MiTek InEus�nes,Inc. Mon Mar 11 099t5fi 20t 3 Pege 1 ID:C11zmV ntu%gv?SMksDWezwOJp-mWb sl�RqvAKkGJj1E09HnBmIESbPYTN5zc2uf F+-�'��'a '-'.e - iaio `���§l i-o-0 at-a zt.e � 4x8 I I Scale=1:a3 5 3 �IL\ � \\� 9.00 12 � / \\� �i �� � � ���� � \ \ � �r� 4 o�� Z%.��� �.1 +��\ ?���I � </ U �'_I ;4 �s,a � e e e ia ii s +z is �l � Av12 // 3e12 VA Bs8 �` i624� �b2-ta C_4fl 45_3 14-3-0 � i-9-13 f <4-S ' 4413 ' _Plate OHuls.(X,Y);_[2;0-0_8,42-12],.(4:60-8,0.2_12] LOADING(ps� SPACING 2-0-0 C51 DEFL in (loc) UGefl L/d PLATES GRIP TCLL 200 Plateslncrease 1.15 TC 072 Vert(LL) -0.06 5-6 >999 240 MT20 197/744 TCDL 10.0 Lumberincrease 1.15 BC 0.53 Vert(TL) -0.14 5-6 >999 t80 BCLL 0.0 Rep Stress Incr NO WB 078 Hoa(TL) 0.02 4 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matriz) Weight 19316 FT=20% LUMBER BRACING TOP CHORD 2 X 4 SPF No2 �� TpP CHORD Simctural wood sheathing direcUy applied or 4-11-0 oc purlins. BOT CHORD 2 X 70 SYP No.i BOT CHORD Rigid ceiling Oirectly app�ied or 10.0.0 oc bracing. WE65 2 X 4 SPF S�utl WEDGE Lefl:2 X 8 SVP D55,Right 2 X B SVP D55 REACTIONS Qb/size) 2=4598/0-3-8 (mia 0.2-17),4=4471/0-18 (min,0.2-10) Mau Horz 2=140(LC 4) Max Uplifl2=-281(LC 5),4=-247(LC 6) FORCES (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-5618/350,3-4=-5610/34J � BOT CHORD 2-8=-200/4217,8-9=-200/4217,6-9=-200/4217,fi-10=-129/2821,10-11=-129/2821, 5-11=-129I2821.5-12=-187/4217.12-13=-187/421 i,413=487/4217 WEBS &5=-185/3591,3-6=-184/3607 NOTES i)2-ply Vuss to be mnnected toqether with 10tl(0.131"x3")nails as kllows: Top chartls wnnectetl as follows:2 X 4-1 row at 0-9-D oc. Bottom chortls connected as follows:2 X 70-2�rows at 0-7-0 oc. Webs mnnectetl as Follows:2 X 4-1 row at 0.9-0 oc. 2)All loatls are mnsi0ered equally applied to all plies,except if noted as hont(F)or back(B)face in Ihe LOAD CASE(S)setlioa PN�o pty conneIXions have been provitleG ro distribute only loatls noted as(F)or(B),unless otherxise indicated. 3)Unbalanced mof live loads have been consitlered for Ihis tlesign. a)Wnd:ASCE 7-05;90mph;TCDL=6_Ops(;BW L=6.Opsf;h=25ft;Cat II;Ezp 8;enclosed;MVJFRS Qow-nse)ga01e end zone;cantilever left antl righ�exposed;entl vertical lefl and ngtit exposetl;Lumber DOL=1.60 piate grip DOL=1.60 5)This lruss has been designetl for a 10.0 psf botlom chord live load nonconwrren�wiN any olher live IoaGS. 6)Provitle mechanical connection(by others)of tmss to bearinq plate capa6le of withstanding 10016 upli(t atjoinqs)excepl Qt=1b)2=287, ` �SEPH�� �/� a=zaz ``��0 ri��i 7)This Iruss is designed in accordance wil�the 2006 Intemational Resitlen0al Code sedions R50211.1 and R802.10.2 ane referenced ��� � 0 � stantlard ANS�/TPI 1. `\� 'a.:'G1ST�R yF"�,j.�' 8)Hanger(s)or oNer connection device(s)shall be pmvided suKcient�o support concentrated IoaO(s)t317 Ib down antl 761b up at � �P�,Q� �Op4 � 2-0.72,131710 davn and 7fi Ib up at 4-0.12,1317Ib tlown and 76Ib up al &U-12,1317Ib tlaxn antl 76Ib up a� 8-0.12,antl 1317Ib �Q; ;9 � down anE 761b up al 10-412,antl 13171b down antl 761b up at 72-0.12 on botlom chord. The design/selection of such connection � ; PE-11O1Y22O ; = device(s)is the responsibiliry of o�hers. _ _ �p�[.d.�(�j�^,qinaard � q �� TAT F �'? � i9 • :•4i�.0 . . � , NG``````� /�Il11111���� March 11,201 � WHRNING V IyE g p 1- � tlreetl- t o �� T D 'B � B tl"GtltlGJRI S� 1( W11�befa D g IOIO e 'I�MT k 1 �pl le N�TNStl ip sb Eo ly p p 1 �v�m, C 1 � O d Ib IC gcwnpo ent Applcatilry I dEesg pxamelenantlOAD � P � IN comp Isrosp Dlry iMildrgtl 6 iN W O' �II ta�e�alrest�ant U<vgnaV sliown b 0 alweEeMM tl E s i ranpress b GI g N ��A id pfi Glryproanp AOCG II p ry t "V CeBa^ 10 ti plo t OlryEUnngconslmdo ' M po Elry IPa nstalle.P.UEtlo Ip Ib IE�nB �e�Irypaun0ot�� II i �cWre sl�eiesponsLlryeil�abultlnBtlezignerorownerol�petmssef ForgenemlguEencereBar�nBdesgnmsponsbll s labnralon,q alyronirol,sto�aga, SBCA et�rnmv�'sEdrM�yy_slrain�anE tliaBOnal brxinp.mnauH ANSI?PI 1,050�89 and BC51(BUiltlin8 Component Salery In(ormalion)available Imm CO/YSULT/NG im Job� Tmss I7NSSTyP¢ Qry P��r CAMpEN�9 169BC325 Jt33pi5I5 ' GR01 COMMOrvTftU55 � � 2 Jqb Re(erence{optlonap PROBNLO,MOORESVILLE,IN<6158,lamn Gartetl )250 s Au8�5 2011 MiTM Intluslnes,Inc. Mon Mer N 09 OV 5)201� Pepe 2 I�:C11zmV�nlzzXpv?SMksDWezwaJp-Eif9R9klczrk3_UMISnVF4nZvhfiNVCTbq310vuzc2ue LOAD CASE�S� Stantlard " 7)Regular Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pl� � Vert: 1-7=60,2-7=-20,2-3=-60,34=-6Q 2-4=-20 Concentrated Loatls(Ib) Vetl:B=-1317(B)9=-1317(B)10=-1317(B)11=-1317(Bj12=-1317(B)13=-1317(B) � WARNING V �fy0 Q p � �rsanOrcaG is N T sD �g Oa g E�dOeUDJR1 S� i� 0]11)bfo .De'g � IEI I�MT kco t plal ly ipftlmg E tl ly p p e� s M1 n tl sfo - d�0 IE 1E p po e �Appl tilry � IJ �g paB'ne�enantlpTp - ry L tl� mpoeMSep� Dlly f0'Id gtl i8 IN t M� tlle LI I tent Ueegn 4 sl�ovm tl E 1 E rNU amemoers el p� ' nb rkl'qo ty olf N 10 e �a�rye rg.FJEU It por ry IeinU O B IC "9�o iaplyEUtl p wa ' 0� rcspo iblry �M ta�IecPEE�an Ipe i� lE qs�nlye -e �N II truaure sNarezpomGlryo�i�eOUIEinBtlesiO�<rorwmeroflM1et sesFOrgenenlputlan¢ngaNipEeSpnresponsiEll IaOnotoryqaltyco� I IoreBe, eau�en,-e�eaa�,�a�eai,e.wm�em e�.eo�.i e�a��9;w�:w nNSirrai.t osa-es a�a ecsi�a�nemB comp�e��saroy mro�mairo�)e�euaeie rtom G'�NSUL�/NGCLC SBCA et wwx sbcineuslry.com. Job ' T�uss ITmss Type Q�y PIy CAMOEN-9 I608<]16 J13301515 MOt IMONOPITCHTRUSS ] 1 Job Reference(oplional) PROBUILO,MOORESVILLE,IN<6158,Aaion Gartetl "l250 5 Aug 25 2011 MiTek InEUZines,Inc. Mon Mar 11 09'Ot59 3013 PaBe 1 �_¢o—�Z ID:CiIZmV_ntuXgv?SMksDVJezvAJp-Eif9R9kl¢rk3_UMiSnYF4��I�i zVOabq310vuzc2ue 6ar ��Q 64-0 5[ale=1:108 4x10 = 3 /I 3.00 12 � /���II ' � 6 ^/I o' � ' % I�11 ' ! ' 4 N 2 / � 4 / 'n� 1 � -�' -LI I � _�f;;. 5 a ��, . ,=.a �� 3x4 = LOADING(psn SPACING &0-0 C51 DEFL in (loc) I/tlefi Ud PLATES GRIP TCLL 20.0 Plales Increase L15 TC o.97 Vert(Ll) 0.13 2-5 >571 2a0 MT20 197/144 TCDL 10.0 Lumber Increase 1.75 BC Q24 Vert(TL) -0.15 2-5 >496 180 BCLL 0.0 Rep Siress Incr Ves WB 0.00 Hoa(TL) 0,01 7 n/a n/a BCDL 100 CodeIRC2006/TPI2002 (Matriz) Weight1816 FT=20% LUMBER BRACING TOP CHORD 2 X 6 SPF Na2 TOP CHORD Struclurai wood sheathing tlirectly applied or fi-0-0 oc pudins, ezcept BOT CHORD 2 X a SPF No.2 end verticals. WEBS 2 X 4 SPF Slud BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bradng. OTHERS 2X6SPFNO2 REACTIONS (Ib/size) 2=320/0.3-8 (min.0-1-e),7=210/0-1-e (min.0-1-8) Max Hoa 2=48(LC 5) Maz Uplitt2=-107(LC 4),7=-54(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wnd:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsh,h=25fl;Cat.II;Exp B;enclosed;MUJFRS Qow-rise)gable end zone and C-C Eaterior(2)zone;canlilever lek antl right exposed;end vertiwl leff and right exposed;porch lett and nghl exposed;GC for members and fotces 8 MVJFRS tor reacYions shown;Lumber DOL=1.6U plale gnp DOL=1.60 2)This imss has been designetl for a 10.0 psf bottom chortl live load�nonwncurrent with any other live IoaOS. 3)Bearing atjoint(s)7 consitlers parallel to grain value using ANSIRPI 1 angle to grain formula. Builtling designer shoultl venry capacity of bearing surtace. 4)Pmvide meclianiql wnnection(by others)of truss lo bearing plate al joint(s)?. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding t001b upiik atjoint(s)7 except Qt=1b) 2=107. 6)This truss is tlesigned in accortlance with the 20061nlemational ResiEential Code sections R502.11.1 antl R802.102 and referenced stantlard ANSIlrPI 1. LOAD LASE(5) Slandartl ``��.�`���pSEPH���i�',. \�p�Q�G\STEqFO"rA�9� �L - � PE-����222� � _ _ _ _ � 9:t ST OF '�2; :���%y���)���: ��r� V LE�\` �.`. �//lIIIIIIPIt1�� March 11,201 � WaRNING V �ry e B p met tl atl i on N T s Oesg Or 8 a' q Ee0 orJ Ret SM1e 1( 03 it��eio e Oe�p I E I f0 N M T k t plal ply TN 0 8� � O mly up p PdA � M1awn E 1 - E� I 0 10 g po 1.ApPFCe�I ty 0 �� 'B P+ eh e Cp P � �W �o WN wmponeM n p b'llyolhu'Id ptlesiy I1� t J" mlle L t I t nl de g 1 �own E 'tl alwYOa Otl�N Eers efofCOmp! -o b ckl B ly ol/ro Id BsWtiltyL g.A001 nall p ry 1 lnV tl B I breang lo C�I h dun g cp flmqi- - IM1 po E I'ry I I�e i s�all ACtlTOn I p 1 D Iai g sta01 ry p �ip �1� II vutlure a Ne resDOnf�tliry ol l�e bu Id ep designer p ovnror o�Ne W sxs For genr I g J na reByding tles pn rezponi btl L ,�aGn�'ation,q atiry cmVd,s�orage, Eelrvery,eroqim,labnl redninl anO tliagonal Grwing,wnsuX ANSIrtPI t,OSB-09 an0 BC51(Bu�Uinp Componenl5a�ey Inlortna0on)avaiWEle hom CONSUL�/NG«c SBCA e(xwx.5bcin0uAry.wm. Jo� Truss ITniss Type ary Ply GnMOEN-9 1668a3]1 J133f115i5 • IMOl IManopilNTmss ] 1 JoE Reference(optional) PROBUILO,MOORESVLLLE.IN 46159,Aamn GarteX 1250 s A-g 251011 MiTek InEUaNes Inc. Mon Mar tt 09�.Ot582013 PaBe 1 g� ID:C11zmV_n�iiXB�?SMksDWezwl�-0Jp�bv�XNIxNGib�B2ZR91noIJuk4aNErq131�eRLZC2uG .�.p.p � �_��_0, � i.o-o ' nn-e Scale=q:9 4 3 400 12 �` 2 / ! � i , ' / �. � . f� g � - - .� , ,, � ��; , 4 d ��� 1.SN4 �. � ♦ 2XE_ _Plate ORSets_(X,Y):_[4:P2-o,0.0-6) LOADING(ps� SPACING 2-0-0 CSI DEFL in (loy I/deFl Ud 7LATE5 GRIP TCLL 20.0 Plates Increase 1.15 TC 0.07 Vert(LL) -0.00 2 >999 240 MT20 197/144 TCDL 10.0 Lumberincrease 1.15 BC OA4 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress Inv VES VJB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 CodeIRC2006/TPI2�02 (MaUix) WeighC6lb FT=20% LUMBER BR4CING TOP CHORD 2%9 SPF No2 TOP CHORD Stmctural wootl sheathing drectly applied or 141-e oc purlins, except BOT CHORD 2 X 9 SPF No,2 end verticals. WEBS 2 X 3 SPF No.2 BOT CHORD Ripid ceiling tlireclly applied or tU-0.0 oc braang. REACTIONS (Ib/size) 2=152/0-3-e (min.0-LB),4=56/0-1-e (min.0-1-8) Max Horz 2=30(LC 5) Maz Uplifl2=45(LC 4),4=-2(LC 5) FORCES Qb)-Max.Comp./Maa.Tea-All 6rces 250 Qb)or less except when shown. NOTES 1)Wnd:ASCE 7-05;90mph;TCDL=6.OpsY,BCDL=6.Opsf;h=25tl;Cat.II;Exp B;enclosed;MVJFRS pow-rise)gable entl zone and C-C E#erior(2)zone;cantilever left and�right exposetl;end vertical lek antl right exposed;GC for members and forces 8 MWFRS for reactions shown;Lumber DOL=1 60 plate gnp DOL=1.60 2)This Iruss has been tlesigned for a 10.0 psf botlom chord live load nonwncurtent with any oNer live loatls. • 3)Bearing atjoint(s)4 consitlers parallei to grain value using ANSUTPI 1 angle to grain�formula, Building designer should veriy capacity of bearing surtace. 4)Provide mechanical connection @y others)of Wss to beanng plate at joinqs)0. 5)Pravitle mechaniwl connection @y others)of wss to beanng plate capable of withstanding 1�016 uplift at joinrys)2,4. 6)This buss is designetl in accordance with the 2006 Intemational ResiOentia(COde sections R5�2.11,1 and R802.102 antl referenced stantlartl ANSI/TFI 1. LOAD CASE�S) Stantlartl ```�������OSEPJillO�i�'/'i .1p�Q;��iSTE"q`FO�'�`�� `?: 4.9 s = ; Pf-11012220 ; _ % q �' ST EOF •2 � �9p�. :°�� C .� , '��e `�: 4� A ```�� ��q�nn W���U March 11,201 A wneNwc'v ryase�vea �-: aea � eoninsr o �e o g a�uaeaodar sn ��e oan�or .o �a a�ar ThenT kconnx� p�at y m-e q nas ao ry p np � snwn a �o ' a e �e �ie q oo e�npv��erry I ol0esg pa 1 Epmp �' coryo24onMih po t snepo sbiry IEtiIE' 3a g ovme tN 1 M' ulle tat zl eslro t U g u e�o M tl I - E MUartl em0 n 1 peuon0 ckl goNy If ib Id p u�IryLrao p AtlE4 all p ry v' V a a Ib 'pm ateElya n p wcti sth po GIyNm t li ntlOtonelp tb 1Ei B t elrybxnAOl�� II i it re slM1erespanxCdrya(t�e�ultlngtlesig own rollM1etmsses ForBenerelBUtlanwiapaMinBtlesgnresponsbll ,�eEr�(on,q altyconlml,slorege, delrvery,emction,lalenl rcelreml antl tlieBonal ErzunB���zull ANSIRP(1,p5B�B9 antl BCSI(BUilding Componen�Selery In�ormalion�evSilaEle Imm secn a�„w„:w.�a�.iry.mm. CONSULTING L(C IJOb � Iimss ITmsaType IQry Pty CAM�EN�9 I6<BC32B J13]0195 TO1 �LOMMONTRU55 fi 1 � I I E R f ( 1 PRO6WL0,MOORESJILLE,IN 46158 I ],250 e Mav 11 30H MiTek InEUSines,Inc. Mon Mer 1112:1501 1013 Pe6e 1 I�:C11zmV_nizzXgv?SMksDWezw�JµcTgGgoB57KL1 TTMRMy_Bq5C0UGHe1 UpVmX36v9zca30 4:0-0,t 3.1� 8-7_0 16-11_-e ��� 10-0I13] ' 739 ; 25411 � 32v]a9 33]101,_y 8-0-8 8-dA ]-3-9 �13-� 1-0-0 Swla=i'.i6.] a.a= eoo iz 6 3xB'i /���\\ � \� 3.8 � �� // \ ' ,.s.< o �� �� ,s.< �, oS �� �� �� � 8 �' ��� � ��� ������ , ! '\ axe� � � ��,� � ���� a,�c 3 � � ��� .���� io � \ \��o z �. / oi d;✓Li I-; �r. . , _1�' �Y,I �j 'o �=� 16 15 1L 19 = 11 1] Be8 = 3s8 = 3ad = BxB = 3R4 = 3xB= I 11-0-B 22-FB 33-01-0 � 11-4-8 11_2-0 11-4-8 Plele Oflsets(X,V)_(120Q-12,03"O�,ft]:0-2-12,0-3-01 "— LOAOING(psQ SPACING 2-0-0 C51 DEFL in (loc) I/Oell IJa P�1E5 GRIP TCLL 20.0 Plateslnaeasa 1.15 TC 0]8 Vert(LL) -0291346 >999 240 MT20 19)I1G4 TCDL 10.0 Wmberinaeese 1.15 BC 0.93 Vetl�TL) -0.921346 >43] 180 BCLL 00 Rep S�ress lna Ves WH D35 Ho¢(TL) 0.11 12 Na Na BGDL t0A Cotle IRQOO6RPI200P (MaViv) Weig�t 1PIb PT=20% LUMBER BRqCING TOP CHORD 1%4 SPF No2 TOP CHORD SVUdural waaE s�ea�hing tliredly applie0 or2-2-0oc purlins, eecept enG verticals. BOT CHOftD 3 X a SPF No2 BOT CHORD Ri itl ceilin direpl a IieO or 2- WEBS 2 X 3 SPF No YE�capP 9 9 Y PP Y�oc�raang. 6-13,646�.2%4 SP No2,2-1],10�12:2%6 SPF No2 REACTIONS (I�ISize) 11=1411/0-3A (min.043�,12=1412/03-8 (min.OQ-3) Mas Horz 1]=95�LC 5) Max Llplltt 1]=-103(LC 6�,12=-103��C l) FORCES (Ib)�Max.Canp/Max.Ten.-All torces Y50(IO)or less e�cept when s�own. TOP CHORD 23=-]53I0,3-a=-21111322,45=�1886rl09,5b=-1]84I�50,6-0=4]BAI350,7d=48861J09,8�9=-211 113 2 2,9-10=-]53I0 BOT CHORO 16-1]=.14511]86,1546=-2I12]<.1<45=-2/12�0,13-16=2/12�4.1243=445/1]B6 WE85 6-13=-SB/659,8-13=-410216,6�16=�58?>59,9-16=-410I216,3-1]=4B89I568.94 2=4 889156 8 NOTES 1�Unbalanced roo�live IoaES have Eeam m�sitleretl/or t�is Cesign. 2��NhnB.ASCE 7-05;HOmph',TCOL=8 Ops(BCOL=6 Opsf,h=25R,Cat If,Exp B',enGOSetl',MWFRS(low-nse)Beble entl zone antl GC Exterior(2)zone;canlilever left entl righl axpose0;end vertical lefl antl right exposed;GC(o�members antl forces 8 MWFft5/or readions s�avm',Wmpe�DOL=1.60 plale gnp DOL=1.60 3)T�is Iruss�es�een tle5igneG br a 10 0 psf�otlom chorG live IoaG nomm�curtenl w�th any oV�er live loatls. 4)Pmvide meManiwl cmnedion�Dy o�M1ers)ot Iruss b OeannB P�ate t'a0a��e o(wilbstantling 10010 uplifi atjoint(s�excep�U�=ie)i)=10],4=103, 5)Tnis wss is Oesigne0ln acmrdanca m�b t�e 2Wfi In�emational ResiOential Coae sections R502.11.1 antl RB02.10.2 an0 reterenceE standartl ANSIRPI 1. LOAOCq5E�5) SlanGarO ``������"pSEPF�/����ii�� : � F-1- �' �.,�;.�G15TE ` .��': R • �?.r P `co\.9� _ = PE-11012220 � — — i — o �°;� ST OF ;�R ? '� O . �4. : '���ij� OVAL• ���` 44nn WriN� March 11,201 � WARNING v ryEe g pa 1 a tl d otefo InsT fD '0 Dr B 4'aeaDJale Shel� oatl)bero o g � altll ThMTekw ttt pl l o ty TYi E 'B � 4 ly p p t sh tl I d E Ib IE g Po I.qppXyplry � le g pa2mel tlpmp ' ryo2uo mM mnpo 1 po 'bilryolWla 9tl 'a 1N w M" 1 t . Lal I 1 m Osg 4 9� Erv0a1 oaam 4 Ee focamDes- brhl B h ��� IJnpstadlryb rp.FdEt It p ry i InV O p IE plo IOlrydng nt t4o 31�e po blry INe s111efA0E�Onlp nlbuld BslablryE � pofl� Il lmtlure sl�erespons0lry i�M1eOUlOnBdezip e eroll�eWSSes ForBenerelguEancerepardingtlesgnmsponzibll s IeOnralon.q elry tol sbn8e, tlelivery,entlun.lalerdl rcalminl and tliaponal bradng,wnsutlAN51?PI 1,DS&89 and BC51(BUilEing Companenl Saley Inlomulion)availa�le kom secA a�,.,....,ou�a�.�.�m. CONSULflNG cic IJOti� ��Tmss ITmzsTYVe 07 Ply CAMOEN.B 1668<J29 IJ1J301A5 iOfA COMMONTRUSS 9 1 � I Joo Re(erenca(optional) PROBUILO.MOORESVILLE,IN 46158� 92505 MaY H 1011 MiTek Indusines Inc Mon Mar 11 4'1)'0)2013 PaBe 1 ID:C 11zmV_NZZXgJNSMks�WernUJp�40imjCE211BqnhxzOOWLKEmim2tljAN5CYvuWAZrAf g -Y0.013-7� 8-7-0 1641-8 25-0-0 32-7-9 334L0 7-0013-7' 7-3-9 ' B-4-e ' B-0-8 ' 7' ' 3 9 1-3=7 Swle=1:562 a.e= e.0o� 8 �'i /��,\ 3x8 : � � \ /� \ \\ 3aS C t5 a 0 � �`� � � �� lbra G �� / � ��, � , ��, d /� � , �� i� \ ��;� 3v6 G � � � ��� �3ab c ot Z // \\� \ 9r\ a� �" �_ \\/ \ \J A �B 15 10 t3 t2 �d g�8 = 3a8 = 3sE _ 3ad = 3x8 = 11-4-8 22-6-8 33-11-0 11-48 ' 11-2-0 ' 11-4-8 Plate INfsels(X V)�._IID�_OQ.12 0-3J�,.�16-.0_2-12,D-3-0J � ' LOADING(psf) SPALING 2U-0 C51 DEFL in Qx) I/Oefl Utl PL4TE5 GRIP TCLL 200 Pla�eslnvease 1.15 TC 0]8 Vetl�lL) -0281245 �999 24� MT2� iWlldd TCDL 10.0 Lumberinvease 1.15 BC 093 Vert(T�) -0.9112-15 >A44 1B0 BCLL 0.0 RepSlresslncr Ves WB p35 Horz�T�) 0.11 11 n/a Na BCOL ID.0 LoOeIRC2006/�Pp002 (MaVix) WeighC1261� FT�=20% WMBER BRALING TOP CHORO 2%A SPF No2 TOP CHORD Slrupural woaE s�eal�ing diredly apP�ieE or&2-0 oc purlins, except entl verticals. BOTCHORD 2X45PFNO2 60TCHORD RigitlrellingtlireqlyapPlieGOrR2-0oc�raang. WEBS 2%3 SPf Na2'ExcepP 6-12,6-1:2 X 4 SP No2,2-16,10-11'2%6 SPF No2 REACTIONS (Ib/sire) 16=1413I03-8 (min.0-2-3),11=133]/Mechaniral Max Horz 16=108�LC 5) Max UpliF 16=-103(LC 6),11=b4(LC l) FORCES (IE)-Max.Comp IMax.Ten.-AO forces 250 Qb)or less excepi when shown. TOP CHORD 2-3=454I0,3-4=-2113/323,<-5=-188&310,5E=4]8]/351,6-]=-1191I353,��=�1893/i12,8-9=-2119/J25,9-10=-]]2/0 BOTCHORp 15-16=-1]9/1]88,tAdS=-3]/1216,13-14=-3]/12]6,R-13=d]/12]6,1142=-107/1]95 WEBS fi-tY-bt/666.8-12=-<15218,645=-58,559,G45=a10R16,3-16=-18801569,9-01=-1831154] NOTES i)LlnDalancetl mof live�oeds have�eem m�siDereO for Ihis Eesign. 2)WSnQ ASCE]-05;90mph;TWLXi.Opsl,9WL�'i.�psf;h=25(C,Cat II;Eep B;enGOSeq MN'FRS(low-nse)Bable end zone ana GC EAenor�2)zone;cantilevar left an0 nght e�posetl;enE veniral lefl antl nght expased;GC tor members antl forces 8 MWFRS for reaclions s�own'Wmbe��OL=1 60 plale gnp DOL=1 60 3)This huss has�een desiB�etl for a 10.0 psf�oflom choM liva Iwa nonconcurrenl with eny ofier live loaas. 4)Reler to girtlerts)Por Imss to tmss connections. 5)PmhOe meManiral mnnecnan(Gy oNers)oRmss m�eanng Plale capaEle o�wi�hslantling 1401b uplift at joint�s)11 except Q�=1b)16=103. 6)T�is tmss Is 4esigne0 iv acmMan�wi�M1 tpe 20061ntemalionel Residen�iel Cotle sections R5�2.H.1 and R802.102 an0 re�erencetl stentlara AN51/iPl 1. LOAD CASE�S) StanOaM ````J�����p S E PrH/���G�� � pa.•'G\STFq�."F"A�� aQ.;Q.E ccp;tc`9� = � PE-11072220 = — 's = � • = S . = %9Oi ST EOF ;��T` : � .� . \�a``�. ��. A ���� �//pr111111 W i� March 11,201 � WFRNING Ve�tyE g P � . aeJ�wt NsT Oe'B � �0 4' tlEEOJRt S�et( D]11�Geloe u.Deg � LEI se IhMT k eclo pl t !y T� JeiB s�aseEO�y, p P � h � a f � a 4 Ib Id g po I.Npplc tilh � �tl g p e� ele Oprope�nwryoolo tt��w p I sroepo stilty Ib 1E Btl iB ��� � tl� I lla L 1 I 1 �nl 0 5g 1 9 wn 0 0 I � nOUOtl -b a I peszb 0 ckl B W no1�oN Id e uerye iq ACd�tionalt p ryrcAminV d B IC �gb s e i ei,ya�n�e w� 'aNe ponsDlryofN �all .A00(on Ip eme �iemqs�adrryoraarqoiu IlsWaure sNeresparm5liryo(iM1eWIOnpEevpnerwowneroll�ewzsezFOrBanenlB�banceregaNinBtlesgnrezponzGtllesle�Tation,palry t Islorzge, tleliwry,eretliai,leieial nzwim ana aiaponel CmonB���zun ANSIrtPI l,D58-B9 ene BC51(0uil0ing Gomponenl5alery Iniormation)evaAaele fmm Secn a�wmv abcinauzvy.com CONSULflNGCCC �e' • rmzs rmssryPe �ory Pp cAMOEN-s Ibd8C330 IJ133015J5 TOtB 'COMMONTRUSS I� � JoE Relerenca(>ptional)__ PROBUIL�,MOORESWLLE,IN C6158 "l.450 s Mey 1t 4011 MiTek Intluzviax Inc Mon Mer 111]:19�.0)2013 Page 1 ID:C 7 kmV_ntuXgNSMksD WezwQJp-a678vEhJGtlIOA761�DgUBVkF3�c61exl8az07Czc0?o 34-tt-0 .1-0-0J 37_ B"�_0 16c11 B �-0-0I�'-3� , �g9 I I 25-0!� { 32-]_9 33_11-��"_� BJ-8 8<A ]3.9 '1.Jq '1-0-0' Scale=t56'! a.e = soo Hz e //� \ / /�\ 3eB'% / � 3vB � �s=< ��ie �.�� � ��', �� is.n . � � �� �� e � � � A � �� \ \�� � , , 0.8 '' ��� � � ��� 3x6 �. � �. A� 9 \ �:\� °� � :%` � i \�� ,. r-- � „o d u, n �1= [���� I/'� 18 �5 ta t3 u � BxB = 3x8 = 3x4 = iz Bv8 = 3x4 = 3v8= 1L4-8 � 22-6-8 � 33-11-0 —I 11'4'8 11'2'0 11-4-8 Plate ORSeIS(�1�_�14�D-2-B,Edge7,[1I:0.2-B,Etlge] lOADING(psn SPACING Y-0-0 CSI OEFL in Qac) Iloep Lltl PLATES GRIP TCLI 20.0 Plates In�ease 1.15 TC 0.68 Vetl�LL) -0.31 13-i6 >999 2Y0 MT20 19]/tAY 1CDL 100 WmEerinaease 1.15 BL 0]9 Vetl(TL) -0.9fi 1346 �418 180 BCLL 00 Rep5lresslncr Ves WH 040� Horz(TlJ o.11 12 nla n/a BCOL 10.0 Code IRC20061rG12002 (MaVi) WeigM:lS�lb FT=20% LUMBER BRACING TOP CHORD 2 X C SVP No.1 TOP CHORD SVUaural wootl sneat�ing airecuy appliea or2-2-0 w punins, except ena veniwls. BOTCHORp 2X45VPNOJ'ExcepP BOTCHORD RigiticeilingEirecllyapplie�or2-P-0ocbraung. 1445:2 X 4 SPP No 2 WEBS 2 X 3 SGF No2'ExwpC 6-13,fi46'.2%d SP No2,2-11,10-12:2%6 SPF No2 REACTIONS pWS¢e) 1]=1591/03-8 (min.0-td4),12=15a3/0-3-8 (min.0442� Max Hoa 1]=95(LG 5) Max UpbM t 1=-11](LC 6).12=-111�LC]) FORCES (IE)-Max.Comp.IMan.Ten.-All forces 250(IE)or lass except when sM1Own. TOP CHORp 2-3=-8]6/0,3-0=-24431J63,048=-22a8/349,5-18=-2091I350,5-19=40501359,649=4883/3]6, 84=1859/3]2,]-8=-20631331,8-9=21851343,940=189I0 BOT CHOR� 16-A=4822089,1546=-25I1d59,1445=25I1459,13-0d=2511459,12-1J=-16311936 WEBS 6-13=-54I625,0-13=-3]5212,6-16=40/]58,446=-525231.3-17=-2041/5]5,9-12=-i99615]0 NDTES 1)Unbalancetl roof live loatls�ave beem m�sitleretl lor this tlesign. 2�Nhna:ASCE 7-05;90mph;TC�L=fi.Ops(BC�L=6.Opsf,M1=25fl;Cal.II;Enp B;enUOSeO;MVJFRS(low-nsa)gaEle ena zone antl GC Estenoq2)zone;wnlilever�efl antl rigM enpose0;enG venitel lefl anJ ngM1t esposeB,GC for members an0 fo¢es 8 MVVFRS Por reacfions shmvq W mbar DOL=L60 plele gnp OOL=t 60 3)This imss M1as�een Designetl�o�a IDD pst botlom chor0 live loatl nonCOncuRen�wi1M1 any o��er IivB Io245. 4)Provitle metlianical connection(Oy oNers)oi Vuu to�eanng plate capa�le of w,NStanding 1001L upliX at joinl(s)excep���=1D)1)=11],12=111. 5)Tliis vuss is tlesignetl inacmr0enw with Ne 20061ntema�ional ResiGential CoEe sedions R502.tt1 anC R0�2.10.2 anE re/erenceE staneartl ANSIRPI 1. fi)Hangeqs)or olhar connection davice(s)s�all�a provi0etl suffaent to suppoil concenlraletl IwE(sJ 12510 tlown and161C op at 10-5-e,entl 1251b tlown antl i61b up at 14-5-e on top UiorE. Tl�e aBSiqNSeleCOon ot suUi mnneqi0n 4eNce(5)is Ne responv0ililY ol oNers. LOAO CASE�S) Slantlard ��u�ro��ven��sP=naeza°�sa5s-Pia=�so«a-ii so iz-n=za ``�o+`���pSEP'H���4�'. Concemratea Loaas(lo) � �,-�'G�STEq�."fA': vere ie=-izs is=-izs ' Q,;'Q,E F��(O9 � _ ; PE-11012220 ? = ° s = ; . i . _ ST E OF �Q � �9��. :�4�"�: '�� � '��``�. �u���nwuu�� March 11,201 Q WFRNING V �fytl p P ��% tlrcE ol IM1 T fDesq Dra q O� rLEOOJRefaren SM1eI� 0311�Eelo .Defp � titl lo �N M Tek co ecto plat s ony iNS 0 g E O y 0�Paamele �n a s i �na�e I C IE g po 1 FppAOti I ry � (E g pa me� entlp p ' ryo Iono110ecampon 1 p �ilryof0ldngESp It�et tl' tlle LI I t m tl 9 � � on nJ 0 I b O rl� E e �e s e to co p ' b QI g only not foN 10 0 �ti I'ry E g.N�1 al IemOO ry 1 -nU tl B IE 'nqm ns rc t tilryEUn 8 w� -sNerespo sElry (1� tall AE��onelpamane tE Itli g t tilry0 'rga1N veralisvudure zNeresponsdiryoll�eWiltliiqEesignerwownerofNewaxsPorgenerelguUanmmgerOinB4esqnres0onsi�lis�abnuton,q liyconlml,slorape, tlelivary,eretlion,late2l rcst2in�entl tliaponal bracing,mnsuXAN51/tPl 1,OSB-09 entl BC51(BUilEing ComOOnent Sa�ery In(ormelion)aveileble Irom sacn e�,�,V.,.nu�a�.�ry�m. CONSUL7/NG t[c Job iruss ITruss Type aty PI�CAMOEN-9 I6nBd]]t J13301A5 • TW ICOMMONTRUSS � � Job Reference(optional) PROBW LD,MOORESVILLE,IN db15B,Aaron Gerzetl ]250 s Aup 25 20H MiTeA IndusVies.Inc Mon Mar 11 0995012013 Page 1 ID:C11zmV'nizz%gv?SMksDWezx9Jp-6UvgH BMAVCnBfiISUQwxGnITXR9rBIhGE2fzc2ua -i-9-o'-� sa-z io-i-iz - �'-Q�i � �_+si-s zpao i40' s2.1 a-ti-ID 4.tt4o ' a-to-ID Ox6 = Scale=1'59 4 4 /�/ �\ �� 9.00�12 � �� 15x4 0 \ //� �'� 1.5x4 ' �/ \� 5 �\ ^I / \ � � �, �`� \\. �� � � � �� 6a6 II ax6 II / � \� a i i� � � ��_ � /il /� �� 4 � I�� = � �:�i i io 9 8 � dx6 II 3n8= 3xfi— 4afi II B4 2 a_�.1 �z,o-o iaLnx is-0.o zaao 2-09 0-14Y ' B40.< �1A0� _Plate Offsets.(X,Y):_[2:0_3-0,0_i-12],.[/:Edge,0-3-8] LOAOING(ps� SPACING 2-0-0 CSI OEFL in (loc) I/defl UE PLATES GRIP TCLL 20.0 Plates IncreaSe 1.15 TC 0.66 Vert(LL) -0.16 9-10 >999 240 MT20 197/144 TCDL 70A Lumberincrease 1.15 BC 0.58 Vetl(TL) -038 9-10 >616 180 BCLL 4� Rep Stress Inv Ves WB 0.24 Hoa(TL) 0 02 7 n/a n/a BC�L 10A Cotle IRC2006/TPI2002 (Matrix) Weig�i:721b FT=20% LUMBER BRACING TOP CHORD 2 X d SPF No2 TOP CHORD SimcNral wootl sheathing directly applietl or 4-6-12 oc purlins, except BOT CHORD 2 X 4 SPF No2 end verticals. WEBS 2%3 SPF No2'EzcepC BOT CHORD Rigitl ceiling di�eclly appiietl or 10-0-0 oc bracing. W4.W1:2 X 4 SP Na2 REACTIONS Qb/size) 10=859/0-3-8 (min.04-e),7=786/MeUanical Max Ho2 t0=219(LC 5) Max UpliR10=65(LC 6),7=-28(LC 7) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less ezcept when shown. TOP CHORD &3=909/119,3-4=-695/130,4-5=-673/129,5-6=-888/�18,6-7=fi67/103, 2-10=440/144 BOT CHORD 9-10=-54/633,&9=-0/610,7-8=0/610 WEBS 4-9=-41/47t NOTES 1)Un6alanced roof live loads have Oeen considered for this tlesign. 2)Wnd:ASCE 7-05;90mph;TCDL=6.OpsY BCDU6.Opsf;h=25ft;Cat.II;Ezp B�,enclosetl;MWFRS(low-rise)gable end zone and GC Extenor(2)zone;canlilever lett antl right exposed;entl vertical lett and nght exposeQFC for members antl forces 8 MWFRS kr reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This iruss has been designed for a 10.0 psf bottom chord live loatl nonconcunent with any other live loads. 4)Refer to girtler(s)for tmssto Uuss mnnections. 5)Pmvitle mechanical wnnection(by others)of wss ro beanng plate capable o/withstandin8 100 Ib uplift at joint(s)10,7. 6)This tmss is tlesigned in accortlance with the 2006 Inlemational Residenlial Code seclions R502.1 t 7 and RB02.102 and referencetl standartl AN51/TPI 1. LOAD CASE�S) Stanaartl `�.������pSEP'Hr�O���i'. . ��Q.�Q�G\sTEfjFF'f'�.�� �Q': �.9: _ ; PE-11072220 : ' _ • • _ � o ' ST O ' 2 — �90i, ��,���� ` '''��ij� O�'dAl••• ?�`` �t�l�lllll����;� March 11,201 � WARNING Ven1yE g p t s C Ono� o N T ❑ g pa Ba^tl-UtletlOJRt S�e¢�( OYii)Eel .De g � Y01 'NNT<k eq pl I N Tli d ey 0 0 ly p p �nf�cxn a G �o - d E ID IC gcomp 1 Appl' �I�ry ' oltle B�C e'e JpmO ����p � I�� p 1 apo�sblty Ib Id Otl g e o Rh I tl' lalle L t- I- � I Ee gna4o h wn d tl�IweE tltli�tl b 1 p�ssio ��'hln8 ffY ��A � B u011ry�aurg.qOEY alt p ry zt 'V tlag a10 B� sUblyEUn g vud hN spo LIryNI� �II AOE: elpe Ib 1Ei g 1 elry� dnB (iM1 erallsWtlure s��ertsponaEliryolmehulEingOesig }orownerolthe� oesPOrgeneralguEanwmgerE�np0ea8�respons�l�eslbnrafon,q Iy Vnuoi,smroge, tlelrvery,ereqion,lale�'al mslrainl antl tliaponal Orecin0.�qzuM ANSIRPI 1,DS&B9 anJ BC5�.(Bmltling Lomponmt Salery Infamation)avei�aEle M1om L'�NSUL�/NG[[C SBCN e�Mwvi.zMiMUSVy.wm. JoO� � Tmss TmssType p�p�y CAM�EN�9 1648433� IJfl3015]5 TOE ICOMMONTRl155 I9 I � JoD Re�emnca(oplional)_ PROBl11LD,MOORESVILLE IN 66158 1250 a May 11 3M1 MiTek InOUS�nes Inc Mon Mar 1112-33'Sd 20t3 Pa e 1 ID:C11zmV ntuXgv?5MksDWezw�Jp-gKye8N9L1aT46EVBk_KOJ37JD6b11UV67k_ii4zc�xJ 26-11-0 1_-0-0_0-tt_7. 63i1 12)1-8 19�0 24119 25-11-0_ I"1-0-0 041-]� 54-9 � 6dE ' , 6�4E 5-7.9 0-11-]'1-0-0 ' Scele=1'.43 8 Ox8= 5 / �n\�� \� fi_00�14 � ���� � �, � 15x4 �A � �V 1.Sxa �% �� j� � \v �yv� � ,� / � �i \\ I� �� � / , axa : � �� �� axa� z / / � �' � �\ , , dy ��J/ \�:'/ J \U/ \\\Ll�e��� 'A °�� r � � e LI 13 12 11 ��..� �a 3xa= 3ve= 3xa = �� Bz8 = Be8 = i 8-B-8 17-2-8 2541-0 B-B-B � g-6-0 B-B-B ' Plate OMSe�s(%,V��._[10'EOge 03-BJ,�14 Eage,o3-8] LOADING(Psf) SPACING 2-0-0 C&� DEFL In poc) VaeA Vd PLATES GRIV TCLL 20D Plaleslnvease 1.15 TC Q58 Ven(LL) -0.1611-13 >999 240 MT20 19]/144 TCDL IDD Wmberincrease 1.15 BC O65 VertQL) -0451L13 >689 180 BCLL 0.� RepSiresslnu Ves VJB 0Y4 Horz(TL) 006 10 nla n/a BC�L 10.0 Cotle IRC2006/rP14002 (Matrix) WeighCBBIE FT=20% LUMBER BRACING TOP CHORD 2%4 SPF Na2 TOP CHORO SimUUral wood sheat�ing tlirectly aoplietl or 3�4-11 oc purlins, e�cept entl vertiwls. BOTCHORD 2X45PFNO2 BOTCHORD RigiacailingairactlyapplieDOr2�2-0xeraang. WEBS 2 X 3 SPF No2'ExcepP 2-14,840'1 X 4 SP No2 ftEACTIONS (Ibls¢e) 11=1094I03-8 (min,0441),10=1094�D3-8 (min.0-1-1]) Max HOrz 14=]S�LC 8) Max Uplifi 1<=-85(LC 6),10=-65(LC)) FORLES (Ib)-Ma..AamplMax.Ten.-All/orres250�1E)orlessaxcepiw�ens�ovm. TOP CHORD 2-3=-59110,3<=4568200,4-5=-1400260,Sb=-1400264,6-]=-15682<0,I-8=-591I0 BOTCHORD 13-14=-9G/131],i&13=0I9GO,1T42=0560,10-11=-961131] WE85 541=<2/a]6,641=-2941163,5-0J=<2I4]6,<qJ=-294I163,344=-1331/�B3,740=-1331/383 NOTES 1)Unbalancetl mof live loatls�ave been consideretl�or Ihis Eesign. 2)NhnB.ASCE 7-05;90mp�;TCDl=60psf,BCDL=6.Ops/;�h=25R Cat II;Exp B;enclosed;MWFRS(low-nse�gable end zone and GC Ectenoq2)zone�,can�ilever left antl right eepose�;end vetlical lefl ao0 nqht exposeO�,G-C formem�ers ana forcss 8 MWFR$fcr reactions shown',Lum�er�O1=1 60 pla�e gnp DOL=1.60 3)This Uuss hes been Cesiqnetl(or a 10.0 psf Eoltom tliore live loatl namm�wirent wi0 any oNarlive loatls. d)Provitle merl�aniwl connedion(Ey oNers)ol wss to Eeanng plale capa�le ofwi�hs�antling t00,b uplifl al joinqs)14,1�. 5)TTis imss Is tlesignetl in acmMance wilh Uie]OO6lntema�iona�ResiEentie�CoEe sections R502.t 1.1 antl R802A02 an�referenceE stantlar0 ANSIRPI 1. LOAD CASE�S� StanCartl `\`��������SEPH'0���i�'�i �.���Q�G�S7Eq��'�"j,% =e. ��.`�9" ' ;� PE-11012220 ? = = s = _ • _ � • _ ��:, TE ��,�: . ,� .. ,•�a'�,,• ,, . . ,. . �,. �,nmu������� March 11,201 � � WARNING V �ry0 p p 1rs E O � o NfT s De g D B 0' tl OeGpJRf en 5� t� 0311)bel e .0 g � ela�o I�Mi k t Ola�ee ly TM1' G e e E y Do p ra 1 M1 E f � ti E IL Id g pa t.Fpplcaplry , (E pnpe le JpNp ryp 4 oIN CpTp00G015 po 'EI�y01diIG gtl¢�d ��� � J� �Ile L 1 I 1 nl tlesB al s M1own E J Iwsb ticb E 0 I p< 'o E dl' 8 ly Ii ib 10 q �5tilryp B.Atltlti nall p ry t �nV C p IEaangWn � �aEiytlun pco sW[ti ' N po 'EIyMN t Ib�A00it alp Ib I� p Wtilyp onB It� II i nure z��emzponz0lryofiM1eO IOnBdesg arorovanerolNet ses:FOrgenarelpu0an¢repardnptlesgnmsponsblt 1 E" 1 n,q allywnVOl sbnpe, tleLvery,erediw.la�.enl resmin�an0 Ciagonal ErxinB.mnsutt NNSIRPI 1,-OS&09 anC BCS�(BUtlOinp ComOOnent Seby Infoimalion)evailaele M1nm b ^ sBCn e�wuw.sbcinaus�ry.mm. r.�NJV�.1iNlI LLC JoG� • Truss TrussType py Pty UMOEN-9 IfiCB0333 IA]3015)5 T05 ICOMMONTRUSS Id 1 ..�o��_.____..____ GROBU�ID.MOOFESVILLE.IN 46158 )250 s Mey 11 1011 MiTek InEUZGez,Inc Mon Mar 11 12]<31]013 Pege 1 I�:C71zmV ntu%gv?SMksDWezwOJp-vb3uA4gJV01zmM5mWbiZ7PC15K?anROwvTi4zc7we '1-0-0 {�'11-7 i 8-11-b- 10.3-8 13-7-it 19-7-9 ,20.7-0 .21-0-0 i 1-0-0 0.17 i' SN-14 ' 3-4-3 ' 3-43 5-11-04 '0-71.7' 1-0-0 Srale=t352 4s6 = 5 ��,\ //Y \ \ 1.Sx0 � // \ 1,Sx4 .i s.ao iz �j \�\\ � j \� ;�' �� � , � � ����� 3x4 % � ��' ' \ .. 9 /� �� � �.�� 3.a = \ \ � � p �� \ / �;�� B i °i '�'� \ •, i i = i s � �FJ � � \I��� o Li 12 „ I>� �3 e,e = 3.s= io 3x8 = BxB = io-s-s � zo-�-o 10.3-8 70.38 Plale Oflsets{%,VJ'._[10 EOge,00.3Ej��13:EdBe,O-3A� LOAOING(psQ SPAQNG 2-0-0 CSI OEFL in poc) I/tlell L/tl FLATES GRIP TCLL 200 Plateslrcrease 1.15 TC 0]9 Vetl(LL) -0.1510-12 >999 240 MT20 19]/190 TC�L ID.0 LumOerinvease 1.15 BC OA9 Vert(TL) -0391042 �620 180 BCLL oA RepShesslncr Ves VJg o20 Ho2(TL) ODa 10 Na Na BCDL 100 CoEe IRC200fi/TPR002 (Ma�tlx) Weight6]Ip FT=20% I.IIMBER BRACING TOPCHORD 2%4SPFNO2 TOPCHORO SWdurelwooESheaIDingdirecpyepplieEarS-245ocpWinS, exceplentivep¢als. BOTCHORD 2XdSPFNO2 BOTCHORD RigiticeilingEiredtyapplieEOr10�-0oc�reang. VvEBS 2%35PFNO2'Excepl' 243,8-00'.2%4 SPF Slutl REALTIONS (IOlsize) 13=88�/0-3-8 (min.0-1A�,1�=860I0-3-8 (min.0-t-8) Max Horz 13--63(LG]) MaK UpIiX 13=-]S�LC 6�,10=-]S�LC]) FOftCES (I�)-Max.Comp/Max.Ten.-All forces 250(I�)or less excepl when abown. TOP CHORD 2-3=E6N0,3-4=-11 3 811 91,E.5=-902/1]t,56=-902/1]1,fi-0=-112fl�191,7-B=EFi6/0,2-13=-329ro,8-10=329I0 BOT CMORD 12-11-061931,11-12=-Ofi1931,1611=-06r931 WEBS 542=-9]r588.642=�2861148:4-12=�28G/148,3.13=91A/421,]-10=-9141421 NOTES 1)UnDalenced ma�live loaas�ave�eem m�siEered fo�Ihis tlesign. 1)Wmtl'.ASCE]-05;90mpp�,TCDL=6Dps(BC�L=fi.OpsY,h=25X',Cal.IP,Ex0 B',endoseE;MVJFRS(low-nse)geble entl zone anE GC Ex�enor(2)zone;cantilever letl an0 ng0t exposetl;enE verti�al lefl antl ng�t exposeB,GC for members antl forces 8 M'AFRS tor reactions slirnm;Lum�er DOL=1 60 plate gnp DOL=1 60 3)IDe FeCnratlon Tolerance a�joinl 13=9%,joint 10=4% 4)This Wss has peen tlesigne0 for a 10 0 psf bottom thortl live loatl nonconCUrzant with any o�her live loads. 5�ProviEe meMani�al wnnection(ey otners)o�vuss io beanng plale wpable�INmihstarWing 1001�uplift atloint(s�13.10. 6)This tmss Is Gesiqnea In eccorEance with tha 20061n�ematianal ResiOenlial Coae seclions R5o2,H.1 and RB02.102 anE re�e�encetl s�antlarE AN51/rPl 1. LOAO CASE�S) S�antlarG `�P�����pSEP'M�����i�� ``�P�:�G1STEq�F"fA�% ; Q':P ok.9 � _ ; PE-71012220 ; = % 'o ST O '2 � ,�9oq. .;��`` .� , `�a `�. . ''''' ��IIIIIOI11Ni�� \`\ March 11,201 � WARNING V �ly E g p t�t f 8 0 aG�qt On N 5 T Oe g U q E nd'Oetl dJ R I Slm t� 0311��ef0 B se.0 vp � M1OIO e AMT k M plai ty T� J ipn ss E ty p p ela � � lo -d�Itl Ip IE g pa I.ApDlcetilry � Id sg p ete a tlprope � mry t W1� co po 1 p 011y IE Id gE ai8 ���e1m a 0- lalle L 1 I 1 t d 8 � �� 4 4 IweEa�tlN N bers fotca presionE UInBOly oll N IE 8 �bTryE g.Atltlti alt p ry zVanO tl B IE bpto rcslaGlryE n g Wdi 1� po EfryolNa iaier naananaio i�IOi g �EIryO ��pMNeo tlsWtlum z��erezponie,ryonneeuriangCesiBnerwo.mero�t�e� eFaigenemlBueanaregamingEespnresponzEli fb�retioqa Iry �ol,smraee, tlelivery,emclion,lalerel raslreint anJ Ciagonel Lracinp,wmutl ANSIRPI�1,�SB-89 entl BCSI(Bwlding Camponenl Saiery Informalion)eveilable Imm CONSULflNG uc SBCn ai www.sluMUSVy.mm. JO�, . 7N55 iTNSS Type Q�y p�y CAMpEN-9 ieaeaa;a JiJ30f95 TOfi .COmmonTmzz � � Job Reference(qplional) FROBi11L0,MOORESVILLE,IN Ofi158,Ae�on GarreV )250 s Au8�5 2011 MiTek Intluslnea,Inc. Mon Mar 11 090YOG 3013 PaBe 1 ID:C11zmV nhzXgv?SMks�Wezw�Jp-X3aov7�pi 6kIP3VNOQPB12ZpiWheVJadRlUui_zc2u% i-9�d�� sx-x � ia-�_�z isic xiae �1�f-}e �i-o-o saa e-(i.io ' a-n-io ' saz i-o-0' 4M'i= Swle=1'.59 4 4 -il� j� \� �.� soo� � 1.5x4 � ��� �� ��� 15x4 � 3 / ��. 5 ���� .'\� \ / \ \ dx5 II �� �� _/� ���_ 4x6 II \ z /� �. , ' \ s '�'� � ' �� lo - ��:- �`=��.� r , � �] g [:i f 11 ID g B x6 II 3x8= 3M6— Ax6 II 8-0-3 1U112 � 20.3-8 10.1-00 10.144 _P late_O Rset s.(X,V):_[2:0,311,0.1_12],.�fi:0.3-0,0.1-12],.�e�E09 e,0.3-8J LOADING(ps� SPACING 2-0.0 CSI DEFL in (loc) I/deFl L/d PIATES GRIP iCLL 20.0 Plates Increase 1.15 TC 0.55 Vert(LL) -0.15 10-11 >999 24� MT20 197/144 TCDL 10.0 Lumber Inuease 1.15 BC 0.55 Vert(TL) -0.35 10-11 >689 180 BCIL 0.0 Rep Stress Incr Yes WB 024 Ho2(TL) 0.03 8 n/a n/a BCDL 10.0 CodeIRC2006lTPI2002 (MaMz) WeighL741b FT=20% 4UMBER BRACING TOP CHORD 2%4 SPF No2 TOP CHORD Stmctural wootl sheathing directly applied or 4-10-12 oc puAins, 80T CHORD 2 X 4 SPF No.2 excepl entl verticals. WEBS 2 X 3 SPF No2'EacepP BOT CHORD Rigitl ceiling directly applied or 10-0-0 oc bracing. Wt:2x4SPNO.2 REACTIONS Qb/size) 11=8fi9/0-3-8 (min.0.1-8),8=869/03-8 (min.0-LB) Mav Hoa 11=206(LC 5) Maz UDIiR11=-65(LC 6),8=-65(LC 7) FORCES (Ib)-Max.Comp./Max.Ten.-Ail forces 250 Qb)or less except when shown. TOP CHORD 2-3=-925/119.3-4=-711/130,4-5=-711/130,5-6=-925/119.2-11=-751/144, fi-8=-751/144 80T CHORD 10-11=39/644,410=0/644,B-9=0/fi44 WEBS 4-1a=-43/494 NOTES iJ Unbalancetl roof live IoaOS have been considered tor lhis desi8n. 2)Wntl:ASCE 7-05;9omph;TCDL=6.Ops(;BCOL=6.Opsf;h=25fl;CaL II;Exp 8;enclosed;MWFRS pow-rise)gable entl zone antl GC Eztenor(2)zone;wntileverJeft and ngh�exposed;entl vetlical left and right exposed;PC for members and fomes B.MWFRS br reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This tmss has been designed(or a 1�.0 psf bottom chord live load nonwnwrrenl with any other live loads. 4)Provitle mechanical connection(by others)of iruss to beanng plate capa6le of wilhstantling 1001b uplifl at ioint(s)11,e. 5)This vuss is Gesignetl in accordance with the 2006 Intemational Resitlential Cotle seclion5 R502.11.1 antl R802J0.2 and referencetl standard ANSIRPI L � LOAD CASE�S) Standartl ```�������OSEPF(�OCC i��' ;eQS'P��;§TEqFO+9; kF ' = ; reaio,2zzo �; = � '��' ST O '2 � '90�' ��i�: �i��/ A,..• `````� � //1111111111��� March 11,201 � WARNING Venly tles B P �e d roatl nole iM1 T 0 -B 0 a 'n9 tl' d tl E D J R f 5� t(re 03 11�Eelo .De g IEI NMTekw M pl� ly T1isJ g 0 E ly pa pa metes �oxn tl i ' ti E IU Id q p I.pppl U�ry B oltle'g p le Cprop - ry t W1� ponenl s po �I�y f� Id gOasB�9lo Own fiM1 1 4' t II L I I- 1 � � Cesg 1 M1 E E I ba Ocl�N �--a lo comprcsso b GI' p ly �lor� IEin85t pltyb p.AtltlO II por ryre la V OagonalE � gl uEfrytl nngc0 W[4 ' N pa Elry INe n51�Ie.POE� Ip IU IOi g 1801ry0faCi�q Ilh II Wtlurc sin rospo �Olryolln e le pee 9 orow R�el ForBener IB 'a ncerepeian94 sg p sblt �e� 1 ,q altyw 1 I I a8e, 0 I ry erecl'on,laleml Ire nl an0 d gonal Eatlng,co sull ANSIrtPI 1.OSB 89 antl BC51(Bu IE n8 Campanent Satay Informa4on)ava IaEle hom se�A �..,�,� �mm coNSU�nnrc«� JOb TN55 ITNSS TypC Q�y Ply CAMOEN�9 � � IWB<335 IJ133015]5 TO] SpeualTmss 5 1 � Jo�Reference(optionap PftOBWLO.MOORESVILLE,IN <fi158,AeronGartetl ]250sAU8�52011MiTeklntluzlnez,lnc. MonMar1109:04:043013 Paget 9_�_z ID:C71zmV_ntzzXgv?SMksDWezwaJp-X3eovZpiz6klP34Yfo PgiZZqSVUUeXVERNuf_zc2u% �_�_ 61YB 1}11-0 ����Sa.ivo 1-0.0 6-01-8 � 611-8 �_}.pp —I 4z6 = Scale=1:91 3 3 t �_�\ fi00 12 /� \ // �� / \\ � \ II / LT��� i ' �� �� � � 2 /�/�5r6 = `� `\� �`4 'm m; ��� j \ �— ���-, _,;,�,, 5 0�� �:�i f�-�� _,�1��� �o �� �.I !J L:I 8 Sx8 I I 3 00�12 6 Sxe II 31.2 31-2 �_6-1tA � t3 11-0 6H-8 —�611-B ' Plate Offsets.(%V);_�6;0315,Edge],_[8:63-iS,EtlgeJ LOADING(ps� SPACING 2-0-0 C51 DEFL in (Ix) Udefl L/U PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.51 Vert(LL) -0.06 7 >999 240 MT20 197/144 TCDL �0.0 Lumberincrease 1.15 BC O.6t Ven(TL) -0.15 7 >999 780 BCLL 0.0 RepStresslna VES VJB 0.19 Horz(TL) 0.1� 6 n/a n/a BCDL 10A Code IRC2006/TPI2002 (Matrix) WeigM:401b FT=20% LUMBER BRACING TOP CHORD 2 X 4 SPF Nn2 TOP CHORD Stmctural wootl shea�hing directly applied or 5-0-14 oc purlins, except BOT CHORD 2 X 4 SPF No2 entl vertirals. WEBS 2 X 6 SVP DSS'Excepi' BOT CHORO Rigitl ceiling directly applietl or 10-0-0 oc brecing. Nf2:2%35PFNO.2 REACTIONS (Ih/size) 8=612/0.3-8 (min.0-1-e),6=612/0.3-8 (min.0.7-e) M�Horz 8=-48(LC 7) Mac Up1iXe=-65(LC 6),6=-65(LC 7) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less eacepl when shown. TOP CHORD 23=-1090/125,3-4=-1090/125,2-8=-740/178,4-6=-740/t78 BOT CHORD 7-8=0/920,67=-0/920 WEBS 3-7=0i572 NOTES 1)Unbalanced mof live loatls have been consideretl for this design. 2)Wnd'.ASCE 7-05;90mph;TW L=6.Opsf,BCDL=6.Opsf;h=25fl;Cal.II;Exp B;enciosed;MWFRS Qow-rise)gable entl mne antl GC Extenor(2)zone;cantilever lefl antl right ezposed;entl vertical lefl and right ezposetl;GC for members antl forces 8 MWFRS for reactions shown;Lumber DOL=7.60 plate grip DOL=1.60 3)This tmss has 6een tlesi9ned for a 10.0 psf Dottom chord live loatl nonwncurrentwith any other live loads. 4)Bearing atjoint(s)8,6 considers parallel to grain value using ANSI/TPI 1 angle ro grain(ormula. Building designer should venry capadry of beanng surface, S)Provitle mechanical wnnection(by others)of truss to bearing plate capable of wit�slanding 10016 uplift aljoint(s)8,6. 6)This Vuss is tlesigned in acwrtlance with the 2006 InlernafionalResitlential Code sections R502.1 t.t and R802.102 and referenced stantlerd ANSIRPI 1. LOAD CASE�S) Stantlartl ```�������pSEPN ����i�� �1Q.���G15T� ��"�"�.�% R • 'P FO`; �2i .9� = : PE-11012220 : = � e = i • � : 9 �����` *.��� .� :��� U��a```�� �� �q�p��uUU��` March 11,201 � WARNINGVetya g p i� tl aUnl iM1 T ❑ g pr g tl- tltlEOrJRt 5� �( 0311)Oelo .Dey � LEi 'IM1MTkconKl plt NTN d m f�850 ly p p � yi 05i - d E IE Id q ponnl.qppl tiIy e iESgnDa te Op p � ryo 1 II� � p I Rfp ibllyolp IE pd q fl� 1 M' I lIe L( I Irenl O g L L�wmon d C I E MN�tl E n lo pr ' L GI p h �'ro� 10 e �eirye q.FdUl I�e p ry sl - Y O p IGfaanpto IaElrytlungtp�l d n�zt� p blry ItM1 �II .AOOI Ip n¢ �blE gnlblryEecing fVi Ilsimaum zlhereaponsdlirya�I�ebuiltlin84mignaaamerofNeWZaezPo�generalButlan�empaNnptlesgnrtzponvEl� Ia�calion,p Ity tol,zlorege, tleLvery,ereaion,la@21 msiainl anE Eiagonal Erecin0,��suli qN51RPl 1,DSB-89 entl BC51(BuJtlinB ComDonenl Salery IntortneGOn)avadaGle Imm secr,a�,..,�.e�:�a�.y�m. CONSULTING uc Job TrU55 TrussType �ry Pty CAMOEN-9 16/80336 Jt3301A5 ' Vp3 IValleyTrvez � � Jo�Reference(o�onap PFOBOILO,MOORES'ALLE,IN<6159,Famn GameH ]250 5 Aug 25 20H MiTek InOUSlnas,Inc Man Mar 11 0994:05 YOt3 Page 1 �4ata ID:C11zmV_nVi%B�?SMksOWezw�Jp-?FBBIVaKkOscODSvVVAam62MnNPenB�ERBRzc2uW 61_13 � i2-3-8__� F1-4 6142 5ffi = Scele:3i8"=1' 2 /�� �� _ � eoo iz ! � � /�� ��\ �j ��. i , � � : , _ i� �� ���\ / ,� �\� , ,a,.,� � v 4 ,��,% �_<.. � � — g�. _. — _-- --= �� �� 3�'" 4 3x6 : 1L&13 11 1.5�43 0 12d-B LOAOING(ps� SPACING 2-0.0 CSI DEFL in (loc) VdeFl Vtl PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 029 Vert(LL) Na - n/a 999 MT20 197/144 TCDL 10.0 Wmberincrease 1.75 BC �23 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep 5iress lnu Yes WB 0.12 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 CodeIRC2006/TPI2002 (Matriz) W¢ighC431b FT=20% LUMBER BRACING TOP CHORD 2 X 4 SP No2 TOP CHORD Stmctural wootl sheathing tlirectly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SP No.2 BOT CHORD Rigid ceiling direc�y applied or 10-0-0 oc brepng. OTHERS 2 X 3 SPF No.2 REACTIONS (Ib/size) 1=232/12-3-e (min.0-1-8),3=232/12-3-8 (min.0-7-8),4=450/72-3-8 (mia 0-be) Mau Horz 1=-700(LC 4) Max Uplifl 1=-21(LC 6),3=-28(LC 7) FORCES (Ib)-Max.Comp/Max.Ten.-AII forces 250(Ib)or less except when shown. WEBS 2-4=-272/60 NOTES 1)UnbalanceE root live loads have heen wnsidered for ihis design. 2)Wnd:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=fi.Opsf;h=25R;CaL II;Exp B;enclosed;MWFRS Qow-nse)gable end zone and GC Eatenor(2)zone;cantilever lett antl right exposed�,end vertical left and right eaposed�,C-C for members antl forces 8 MNIPRS br reactions shown;Lumher DOL=1.60 plate gnp DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This�russ has been tlesi9nad for a 10.0 psf botlom chord live loatl nonconwrrent with any o�her live loatls. 5)Provide mechanical connection(by others)of truss to bearing plate wpable of withstanding 1001b uplift atjoint(s)i,3. 6)This tmss is tlesigned in accordance with the 200fi Inlemational Residenfial Cotle sections R502.11.1 and R802.10.2 antl referenced slantlard AN51/TPI 1. LOADCASE�S) SWnOard ,1f�11111111�//// �.�+���� SEPH 0����i :��pS�:G�STE'q`�F'�'�.�? ' ?:'Q' F��.9: _ ; PE-))012220 ; = _ . . _ � �'_ ST EOF ;� 2 � :9p'• ��,`��� ''�q� ONAI.. `````. pqtlnNUtl� March 11,201 � WqRNING V rya p p 1 a tl a oleso�insT Dip Ore 8 4� GaedDJRlerc Sneet�re 031t�befo .De'p � Id( NMRlFto M plel ly TNSElSQ Ed tl ly p p 1 ry G E I 'd'�� IU lE B Va ��App� Olry , IE �8 P te a tlprop � mP � iPec 0 e� rt p nsi011y Ib'Id gd g oame INeV iM' t II L t I st 1 OesB�at sh mvie I e Mcl� a e a I p "a e ckl go ry 11 rb IE B �tilirye p.Atltlf nalt p ry i 'nu E g IE ti qID 5 S�dCltytlwi g 1 cl sIM1 D EI'�yoflM1 111 AEd�rnlilp¢�T2 p01E Itli p 1 Gllybx�q IN ve211aWtlure rs Ne rvaponi GI ry ol1�e pui10 n8 Oesipnar w awne�ol Me W sses Por peneral gu Oence reBUEing Oei gn rtsOOmiE I I s feb tal on,q 11y controL storape, tlelivery,erecfion,laleral reslrein�and diaponal preunp,wnsull AN51?P(1,OSB-99 an0 BCSI(BUiltlinB Camponem Sahry In(orma4on�available(mm CONSULT/NGuc SBCa aiwww.sOtinEUSiry.mm. Job' . ' Truss ITruss Type pty Ply cnMDErv-g � Job Reterence(optional) I���' J1330195 VOi IVaIIryTmss � � PROBUIL�,MOORESVILLE,IN 46158,Aaron Gartetl 1.]50 z Aup 25 2011 MiTek InEuzvies.Inc Mon Mar 1)0991�Ofi 3013 Pege 1 xae-ia . ID:C11zmV_nizzXgJ75MksDWezwOJp-iRiZKEryVIc_TeNg5vrR0_(FPJHe6TSwvzz?jpc2uV 4-9_4 � 3]-8 I a-9-4 a.9-12 4z6= Scale=126.1 2 r.� �I•'� . 900 12 ���� \\ /j \ \ i' /�/ \ `\`� � . / \ \\ \ \ 3 ���/ fl ��`. 4 � �✓ V �`� �.LSx4 II Y a �.T?.'_— � .._— —,��'—' ,__ � ° 3x4 i a 3x4 � 30-9-03 9-J-B 9-].B LOADING(psp SPACING &0.0 CSI OEFL in Qw) I/tleFl Ud PLATES GRIP TCLL 20.0 Plares Increase 1.15 TC 0.17 Vert(LL) n/a - n/a 999 MT20 197/144 TC�L 10.0 Lumber Increase 1.15 BC 0.14 Ven(TL) Na - n/a 999 BCLL 0.0 Rep Stress Ina Yes WB 0.06 Ho2(TL) 0.00 3 n/a n/a BCDL 10.0 CotleIRC2006RP12�02 (Matriz) Weight:331b FT=20% LUMBER BRACING TOP CHOR� 2 X 4 SP No2 TOP CHORD Stmctural wood sheathing tlireclly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SP No2 BOT CHORD Rigid ceiling tlireclly aOPlied or 10-0.o oc bradng. OTHERS 2 X 3 SPF No.2 REACTIONS (Ib/SiZe) 1=178/&7-8 (min.0-YB),3=1�8/9-7-8 (min.0.1-8),4=345/9-7-8 (min.0.7-8) Max Harz 1=76(LC 5) Max UpIiR1=-i6(LC 6),3=-21(LC 7) FORCES Qb)-Maz.ComplMax.Ten.-All forces 250(Ib)or less except when shown, NOTE$ 1)Unbalanced roof live loads have been consiCered for this design. 2)Wnd;ASCE 7-05;90mph',TCDL=6.Opsf;BCDL=6.Opsf,h=25tl;CaL II;Exp B;enclosed;MWFRS(low-rise)gable end zone antl GC 6ctenor(2)zone;�antilever left and right eaposetl;end vertical letl antl right exposed;GC for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom c�ord bearing. 4)This tmss has been designetl for a 10.0 psf bottom chortl live load nonconwrrenl with any oNer live loads. 5)Provitle mechanical connedion(by others)of truss to bearing plate wpable of wdhstanding 1�O Ib uplitt atjoint(s)t,3. 6)This truss is designed in accordance with ihe 2006 Intemational Residential Code sectians R502.71.1 and R802.102 and referenced standard ANSIlTPI 1. LOAO CASE�S) Standard `\`�.�����p S E P rM������ii�� �Q�GisT qFF�'�.�9; k = � PE-1t072220 = = . 5 ? . _ ' 'a '• ST OF ;' � � %9��` ANP'•'��a��: . .� � ��� � //I/IIII�PUi�"� March 11,201 � WNRNING ve�tyde e ve i a e i N TrussOesg Dr e a�aaeao�a �ronusneei�r oan�cei .oe a � lai YnMTex nec� pl t ry Tn a� g b aony po p 1 n a r ' e' e ie leingco po t Aval' tilly , (tl 0 G G16 OO�Ve - mryof ti R� po 1 R 0 Glty IWIE BE ig 1q W M" IaYe L t I sllant tl g a4m sl� dviE i xe�eM tl�w0 mem0 a� t romp 'o E rkl np oNy ol bN Itl ng sNGI ry b rq.AEE 1 al 1 par ry � 'V E gmalb plo 1 dl'yOUn g swao -sme e po sYlry 11� t II AEEU n Ip e �� 'I4 pstablyb cngMlb II 1 nure zlhereaponsb'ryollbebulCingOeaB �o�awna�ofl�elmases ForgenalelgutlanCartpaNl ptlez0��esponsblt s fa�nCBtoqa ellyconVOl,florege, tlelirery,ereclian,laieal rcslainl antl tliaBOnel bretlng,mmuM AN51?P11,DSB-69 anE BC51(BUilJing Companenl5eley Inlartretian)avei15Lle ham CONSULT/NG uc SBLA at vn.w.strirNUSVy.com. Job . Tmss ITrussType p�y Ply cAMOEN-9 16084338 J13J015)5 ' VDS IValley Tmss � � �_JJOb Reference{optional) PROBUIL�,MOORESVILLE,IN 66158,Aaron Ganelt )250 s Au9�5201t MiTeM Intlusines,Inc. Mon Mar 11 09 02'.062013 Paqe i 21-&13 ID:C11imV_ntzzXgv?SMksDWezw4Jp-TRiZKEryVk_TeNgSVrRn fFaJEf6Tpwvzz?jizc2uV 3-5_1Y _ � 6-t1-H 3-542 ' 3:5-02 3x4 = Scale=1:19 9 2 �I�J�� 8A0� � ��� � � \\ �,\ � � ' � � �j� ,� . .� %� � � % A �' � ii�:'� � �� i � �� % �� _ �_ C.., .�.,� ..,�.�_ ��;_�.. . -1 ,�ti.'� ,�.—�, o 2x4 i 2x4 .` 2t-a13 64t-8 6N-8 Plate Offsets.(%,Y)'._[20-2-0,Ed9eJ LOADMG(ps� SPACING 2-0.0 CSI OEFL in (loc) I/deFl C/d PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.73 Vert(LL) n/a - n/a 999 MT20 244/190 TC�L 10.0 Lumberinaease 1.t5 BC 0.33 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr Yes WB 0.00 Hoa(TL) 0.0� 3 n/a n/a BCDL 10.0 CotleIRC2006/TPI2002 (Matrix) ' Weight:221b FT=20%� LUMBER BRACING TOP CHORD 2 X 4 SP No2 TOP CHORD Structural wood sheathing directly applied or 6-0-0ac purlinS. BOT CHORD 2 X 4 SP Na2 80T CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS (Ib/si¢ej 1=243/611-8 (mia0-1-8),3=243!&it-8 (rttin.0-1-e) Max Horz t=-53(LC 4) Maz Uplikl=-10(LC 6),3=-10(LC 7) FORCES Qb)-MaK.CompJMax.Ten.-All forces 250(Ib)or less except when�shown. NO7ES 1)Unbalanced roof live loads have been consideretl for lhis design. 2)Wind:ASCE 7-05',90mph;TCDL=6.Opsf;BGDL=6.Opsf;.h=25R;Cat II;Exp B;enclosetl;MWFRS Qow-rise)gable end zone antl GC 6ctenor(2)zone;antilever left and nght exposed;ena vertical le@ antl right exposed;GC for members and foroes 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.fi0 3)Gable requires continuous bottom chord bea�ing. 4)This imss has been designetl(or a 10.0 psf bottom chord live loatl nonconwrren�wilh any other live loads. 5)Pmvitle mechanical connection(by others)of iruss m bearing plate capable oF withstantling 100 Ib uplift at joint(s)1,3. 6)ThiS Iruss is tlesigned in accordance with�he 2006 Intemational Residential Cotle seclions R502.11.1 and R802.102and ieferenced stantlartl ANSI/LPf l. LOAD CASE(5) Stantlard ,O`��d i i�E P H�������i� .�` S� �F ���. :��¢�GiSTEq`FO'�}.: iQ', '�9= – PE-itOt2220 = • : i • � % 'a ° ST OF � ¢ – � 9p�. r�a.;: ii/',' S.. .`a``\. /rylfi111P1� March 11,201 � wnaw�uc ✓ �qd s P .� e d i msr o �9'o e e�uaaodai sn �� oaiileio o gn Itll IDMTk p�pll NThSd�9 Daetl ly p p t h tl 1 " d E Ib Id g p 1qpp1 blry � ftl g p tesa Gp p nwry 0 fi�edo p t re p bity tL Id gtl '8 e fl� t e 0' 1 II L t I v nt tl g � ns M1 vm nG tl Y b 4 rti d ti �s aze t mpre a b ckl g ly, �<o�h Idmg i biNry b g Atl01 nal� p ry 1 InP d g 10 � gto 1 �Irytlun g Wtt � IM1 p sblry ItM1 I lle 4tltlt Ip rma IE'IE gst blryE 'ngofN II � dure zlM1aresponsE'Ityo(ihebulEnBdesg w roft� V ss z Porgenealgu0anceregardng0esgnresponsiblt ,f2bntalon,q Ity<ont�l,�s�orage, tlelivery,erenion,lalerzl res�raint antl Eiagonal Lracing,mnsultAN51?PI 1,�SB-B9 anE 3C51(BUiltling Componeni Safery Nfortna�ion)available from CONSULT/NG ccc SBCAalwvrv�.sbcintluziry.com. ��� " ' JOb Tlu55 ITN55TyPe Q(y ply CAMDEN-9 I6C84339 J133�15J5 VO6 IValley Tvss � � Job Re[erence(opLOnaq PROBWLD,MOORESVILLE,IN 46158,Aamn GaneX J.250 s Aug 15 2011 MiTeM Induslnes,Inc Mon Mar i T09'02�.0)2013 Page�t ID'C11zmV_nizzXgv?5Mks�WezwQdp-xdGxYasaG16KGXEHTVyo5BB5zjePrWd67dIYGJZC2uU 2P-&13 Z_1_12 I 0-3-9 2-0-12 2-144 { z 3x4° Scale=tllB ��. 9OOI12 � / � �I� \ � % � \ \\ � � . \� ,' � a � ' �;%�� � ����• <�\:`� v /� � , � ��j �� ° � / .� o � �-� � x:;.;,/�,` ; , 2x4 °i 2x4 ': l2-&13 4-3_9 4 3-8 Plate Offsets_(X,V):_[2;0-2-0,Etlge] LOADING(ps� SPACING 2-0-0 CSI DEFL in Qoc) I/defl L/tl PLA7E5 GRIP TCLL 20.0 PlateslnCrease 1.15 TC 0.04 Vert(LL) Na - n/a 999 MT20 244/�90 TCDL 10.0 Lumber Increase 1.15 BC 0.11 VeR(TL) n/a - n/a 999 BCLL 0.0 Rep Slress Incr Yes NB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10A CodeIRC200fi/TPI2002 (Ma�ria) Weight131b FT=20% LUMBER BRACING TOP CHORD 2 X 4 SP No2 TOP CHORD Structural wootl sheathing directly applied or 4-3-8 oc purlins. 80T CNORD 2 X�4 SP No2 BOT CHORD Rigid ceiling tlirectly applietl or 10-0-0 oc bracing. REACTIONS (Ib/size) i=137/43-e (min.04-B),3=137/4-3-8 (min.0-1-8) Max Horz 1=30(LC 5j Max Uplikl=-5(LC 6),3=-5(LC 7) FORCES Qb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Unbalancetl roof live loatls have been consitle�etl for this design. 2)Wnd:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6 Opsf;h=25fl;CaL II;Exp B;encloseQ�MWFRS(low-rise)gable entl zone and GC � Extenor(2)zone;cantilever lefl antl righl exposetl;end vertical'left anii iighl exposetl;GC for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60� - 3)Gable requires conlinuous bottom chord bearing. 4)This truss has been tlesignetl for a 10.0 psi bottom chord liveioad nonconcurrent wit�any o�her live loads. 5)Provide mechanical wnnection(by others)of imss�to bearing plate capable of withstanding 100 Ib�uplifl at joint(s)1,3. 6)This�russ is designetl in accordance with lhe 2006 International�Resitlentialbode sections R502.1 t1 antl RB02.10.7and referenced stantlartl AN51/iPl i. LOAD CASE(5) Standartl `�������pSEP`H/����fi�� ���pa.��tS7EA.F'F}.�% �e:rP Fot.9� ' ; PE-11012220 ; _ _ • _ � • � � � = ST E F � ? � � 9 � ;.�4. . . '',r'�i � .. G��`�: ���/IIIIi1111�i�� March 11,201 � WARNING V yd g p 1 tl E t IhsT D g � g d G tl OOJR i Sh 1( 03�17bero D 'gn Itl( iM1MT k 1 rplal ty T� �tl�'g b d ly p p 1 M1 �n tl I ' d tl Ib "Id g ompo 1 Appl' biliy e fa g px et ap peiinwry t Illi p 1 ponsblryolD Id gtl zig ro�lbei tl� ztelle L 1 I tainl EesBnalones�ovmonntiv0ualbreb GcM1OrtlmemYersare�o�compressio buchl'ngonly,no�torbultlngslaGilityb � g.AdC'lional�mpoary ��rzinV tlagonalbraan0�o uestabiliry0un8 nz(mtlionlslM1 responsi011iryoll�e-ns\alle[ADOitionelpeimanenlOUilEingz1ab11iryhtdCVgWlheoveraNSiNttme N responsiGiliyofiheLuildingtlevgm MroiNeWSSes.FOrBe�erelgutlanuregarding0ezgnresponstil( s,la�rio�loryqual�yconhol,ztorege, tlelivery,eiMion,la�eal reslraint anJ tliagonal bracing;�mnsuX AN51/TPI 1.�SB-89 ana BCSI(BUiltlinp Componenl5alery Iniormalion)available irom � CQ�V��NGLLC 59CH al rmw.s0untluslry.mm. �O D � po r A � � N CO N C .D D y.a D O � � r �N/ ...� ti � �i�0 � ti �r . �Y ` v'z Z D X n' � y� C m J � � � � m � O I I � � (l��wpvZa � O n � o ;cc.� po o D � o a`Y; D O � Qaa�m'o a f� v � � � �`° = � n� � z � m I ° O ���nQOO � o cQ �oQQ � �o'� � m o � � N � ao -�� : oaoon D y �-moo � � � 3n -o � �a�n p m � am � � °� ao �-o -�_m �4OO.�oo�co c��oo'o ° m =�Q () m ��? 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