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HomeMy WebLinkAbout14070056 Truss Plans - ����-< <-�� set_no version manuf style partdesc hand partsize DUN00 8 TRUSS 3-li (EA-10955) DUN00 8 TRUSS 29-7 (EA-11700) DUN00 8 TRUSS 29-] (EA-11701) DUN00 8 TRUS513-] (EA-11702) DUN00 8 TRUSS 12-7 (EA-11703) DUN00 8 TRUSS 33-7 (EA-11704) DUN00 8 TRUSS 33-] (EA-11705) DUN00 8 TRUSS 33-] (EA-11706) DUN00 8 _ TRUSS 33-] (EA-1ll07) DUN00 8 TRUS511-7 (EA-11708) DUN00 8 TRUSS 11-] (EA-11709) DUN00 8 TRUS517-] (EA-11710) DUN00 8 TRUSS 22-�. (EA-11711) DUN00 8 TRUSS 22-' (EA-11Z12) DUN00 8 TRUSS 11-7 (EA-11713) DUN00 8 TRUSS 5-1 (EA-11714) DUN00 8 TRUSS S-E (EA-11715) DUN00 8 TRUSS 24-: (EA-11716) DUN00 8 TRUSS 4-1 (EA-11717) DUN00 8 TRUSS 4-E (EA-11718) DUN00 8 TRUSS 13-� (EA-11719) DUN00 8 TRUSS 11-; (EA-11720) DUN00 8 TRUSS 13-. (EA-11721) DUN00 8 TRUSS 13-, (EA-11722) DUN00 8 TRUSS 11-: (EA-11723) DUN00 8 TRUSS 29-] (EA-11724) DUN00 8 TRUSS 29-] (EA-11725) DUN00 8 TRUSS 29-] (EA-11726) DUN00 8 TRUSS 33-] (EA-11727) DUN00 8 TRUS$ 33-] (EA-11728) DUN00 8 TRUSS 17-' (EA-11729) DUN00 8 TRUSS il-7 (EA-11730) DUN00 8 TRUSS 29-� (EA-11731) DUN00 8 TRUSS 29-� (EA-11732) DUN00 8 TRUSS 33- (EA-11733) DUN00 8 TRUSS 33-; (EA-11734) DUN00 8 TRU55 4-5 (EA-11736) DUN00 8 TRUSS 13-] (EA-11737) DUN00 8 TRUSS20-• (EA-12027) DUN00 8 TRUSS 1-1 (EA-90129) DUN00 8 TRU55 29-] (EA-98471) DUN00 8 TRUSS 29-7 (EA-98472) DUN00 8 TRUSS 2-E (VT-01281) DUN00 8 TRUSS 5-4 (VT-01282) DUN00 8 TRUSS 8-C (VT-01283) DUN00 8 TRUSS 10-: (VT-01284) Job Tmss TtuuType Ory Ply E6969662 EA40959 EA40955 PGBK' 1 '1 JoOReferaue o tional NVR Inq Fretlerick,MD �,350 s Sep 26 2012 M7ek Intlustries,Ir�c. WeC Jul 03 14'.OG'.32 2013 Page 1 ID:IVZkzNmBYVxalacOz�OHMy88pPzaW7Y2uLpbit ECCyvIHaVYTebX3cEaD�NOSYiz?mRl -0.1t-0 I SS.a Stt-� 610.8 � � 0.11A TE-0 � ' 35-0 � 011< � 0.6= Swle:3l4'=1' 3 13.00 4 a 2 s i 10 fi 3n4 = 3x4 I� 3z4= 0.11d Q 0.1N 5-0�0 � 0-11i � LOADING(ps� SPACING TCLL 30.0 2-0-0 CSI DEFL in Qoc) Vtlefl L/tl PLATES GRIP (ROOf Snrnv=30.0) P�ates Inaease 1.15 TC 0.08 Vetl(LL) Na - n/a 999 MT20 197/144 TCDL 100 Lumberincrease 1.15 BC 0.04 Vert(TL) n/a - n/a 999 BCLL 0.0 • Rep SVess Inc YES 'WH 0.02 Horz(TL) 0.00 4� Na Na BCDL 10.0 Cotle IRC201NP12007 (Matnx) Weig�t:i51E FT=S% LUMBER BRACING TOP CNORD 2x4 SP No2 or 2x4 SPF No2 TOP CHORD Slructural wooE sheaming tlirectly applietl or 5-0-0 oc purlins. BOT CHORO 2r4 SP No.2 or 2<G SPF No2 BOT CHORD Riqid celling direcity applietl or 10-0-0 oc Oracing. OTHERS 7�c4 SP No.3 or 2x4 SPF SWtl MTek�ecommentls ihat Stabilizere antl requiretl aoss bracing be instaileE tlunng Wss ereGion,in accoMance with Stabil¢er I stall tia u' REACTIONS (Ib/s¢e) 1=-fi0/5-0-0 (min.0.2-5),5=60/540 (min.0.2-5),2=199/5-60 (min.0.2-5),4=799/5-6-0 (min.62-5), 6=115/S0.0 (min.0-2-5) Max Hoa 1=53(LC 8) Max Upli�i=171(LC 22),5=81(LC 23),2=121(LC 12),4=99(LC 13) Max Grov 1=95(LC 12),5=68(LC 13),2=256(LC 22),4=241(LC 2),6=130(�C 2) FORCES (Ib)-MaximumCOmpressioNMaaimumTension TOP CHORD 14=87/119,23=96/35,3-4=96!!1,45=-45/69 BOTCHORD 2-6=26/46,4b=26/46 WEBS 36=81/6 NOTES (13) 1)Wotl:ASCE 7-10;Vutt=726mph(3sewnd gust)V(IRC2012)=1C9mph;TCDL=6.OpsY,BWL�.ODN:h=25ft;Cat.II;6ep B;endosed; MWFRS(envelope)gable entl zone anC GC E�erio�(2)zone;cantilever lefl and right exposetl;C-C for members antl forces 8 MVVFRS for reactions s�own;Lumber DOL=1.60 plate gnp DOL=1.60 2)Tmss designetl forwintl loatls in IDe plane oCthe truss only. Forstutls exposetl to wintl(normal b t�e face),see Stantlard Intlustry Gable End Details as applicable,o�cwfsult qualRetl CuiWing tlesigner as perAN51/TPI 1. 3)TCLL:ASCE 7-10;Pf=30.0 ps((flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ' 4)Unbalancetl snow loatls have been considereE foithis design. � 5)Gabte requires continuous Eottom choN bearing. � � fi)GaEle stuES spacetl at 7-4-0 oc. � � � ���/�� 7)This truss has been Eesigned for e 10.0 psf bottom choM live IoaO nonwnwrtent wRh any other live IoaLS. ',n lj/ 8)'This W ss has been designedJOr e IiveJoad of 20.Opst on t�e boriom chortl in all areas where a rectangle 360 tall by 2�0 witle will �i�-.. '`N,� �iJ �rt Genveen the bottom chmtl and any olher memEers. �� /� �. ,� 9)ProviEe mechanicat connedion(by oNers)ol.[russ to beanng plate capable of withstantling 111 Ib uplift at joint 1,81 Ib uplm atjoint 5, � _�_ 121 Ib upli%at joini 2 and 99 IO upliR at joint d. "� _r—��--.�,„/� 70)Ttiis truss is tlesigneE in accortlance wEh Ne 2012 lntemational Residential Code udions R502.11.7 and R802.10.2 anE refe�enceC � p?'� �7S� standaFdANSIlTPI1. `"'�, ,.y�,,; � j .�_`e.}f% � ii)'Semi-ngid pilchbreaks including heels'Member entl fady model was usetl in i�e anaysis and desgn olNis Iruss �;.: F '��,�({,� �� 12)See Slantlartl Intlusiry Piggyback Truss Connection Detail for Conneaion to Ease iruss as applicabie,or wnsutl qualRetl builtling % ":�� • ��,(,�. _ \ tlesigner. ,�. � ��'�1�F . � �� 13)�Designs che<kedlorASCE 7-10 wind at 126 mph(35econtl gusl)is equivalent to IRC2012 700 mph,wind readions x O.B7 will aCjust ��/���'�S'r, "'°" ��� LOAD CASE(S)a Stantlarospeetl ot 90 mph. ////,�r���'�I(������ V�WdRMIX:_Verifydezignpa.vmRmandREfDNOTE50N1Sff5MDlflCLUDFD/9TEKRE3'F.RFM'EPdG81IIf-�a%3REFORIiUSE. Eh;�xEEpier,av -Deilpn wGd b we oMy wit�M1vTek mnnectws.iM1U tlespn e based oMy wm pwametm zhovm,orW e taan�vidwl b�Nirq<ompanen�. ���� ApO�KabTN o�tlni9�Po�ame�m aM pmperir�torpora�lon ol comporreN'¢rmponst9ity of bviCirp EesiB�c-not Vus tle9pnn.9ronnp sM1OV+n o far bferal wpporl ot"vidMtlual neb rrembers Wy.Atlditional�emporay bocinp lo Iwre stabiEfy tluinp covLUCibn h Ihe rexportJ�YON of t�e ec�a.Rtltli�ional partmneM pac'eg OI�M1e orelol zlrvG�ue e Me re.¢qtsblfy ot I�e buiWUp tlespncr.Fa B��I puitlar�ce rcpatErp i�l.11 lsh-1All.�tz fabkafwn.quallly Conhd,9wO0<,tlelNery,ereClqn and bra[I�q,mnx p pN51/�PIl�ua�ryy bHetlo,OSl�B9 anE!61 BuYdNp Componm� Sv�o�yln�wmalbn WObbkhomLNSPIaIeIm�INIe:'181R1ee$hee�.$ui�e312A1e[andno.VA$231d, 818SOUpESiUeROeE IISau�OemVir.e SC lumb«rs KN meEeu•nn aemose � eive ' �l'30l's0 eL8 EEemon,NGT19JT Job Truss TmssType Qty PIy� E7161573 ORDERS EA-11]00 SPEC 1 1 Job Ref r n ( f I) NVR Homes, X 7,'s50 s$ep 26 2012 Mi7ek Intlustries,Inc. Tue Nov QS 07:41:OG 2013 Page 1 IO:CiM_qoULnVLhNLTyrK1C xyuaQC-glmmlq2TEqCVnqEsecCUObapuVJoPW!H_WNNe6oyMJOR 3niw sia � too-r �ana vna zi-ioo ze.ai ¢ano ' sw� an-i ' a-n-i aia aae aai ia�s n er8 = Sfale=1p5a 8.00�3 5 3xa II s 3x<% a Zo zi 3s6 i erfi�� ] 3x4\� 3 3x9 �I Z 3N� 89 ]�� 10 t ^� 18 15� 11 � l�a 19 22 23 Bz12= Bx10= 5�= 18 1] 14 13<a8 II 3x4= pxg - 3v4 I I 3x4 I I S.B= Z6_�5 � �o-n.e I n.o-e I zs�s-e �e'ai s "°� ]415 )4-9 2-0-0 490 1J-91815 PWteORSets(%1�: �5:0.&120.7-0� �t1:0.3-BEtlqe] (15�d3-0Edge� LOADING(ps� SPACING 2-0-0 CSI DEFL in (lac) I/tlefl IJd PLATES GRIP TCLL 30.0 p�ateslnuease 1.15 TC 0.68 Vetl(LL) -0.331&i6 >999 360 MT20 i97/144 (ROOf Snovr-30.0) Lumbef Inuease 1.15 BC 0.99 Vetl((L) -0.93 iS16 >383 240 TCDL 10.0 Rep Stress Ina YES WH 078 Horz(TL) 022 11 n/a Na BCLL 0.0 ' CotleIRC201NP12007 (Mafix) VNntl(Ll) 0.1115-i6 >999 240 Weight1811b FT=S°h BCD� 100 LUMBER BRACING TOP CHORD 2x4 SP No2 a 2x4 SPF No2 TOP CHORD SVUdurel wootl sheathing tlireclly applied or 2-23 oc purlins. BOT CHORO 7x4 SP No2 or�4 SPF No2'ExcepC BOT CHORD Rigitl ceiling Cirectly aDPlietl or 2-2-0 oc brdcing. Except: 617 314:2x4 SP No.3 or 2x4 SPF StuQ 15-i6:2x4 SP No2D �Row at midpt 6-16 WEBS 2z4 SP No3 or 2v4 SPF Stutl N/EBS 1 Row at mitlpt 4-18,S78 ��E M7ek Bcommentls ihat StaCil¢ers and requiretl rsoss b2qng Lett:7x4 SP o�SPF No.3 or StuQ RighC 2t4 SP or$PF No.3 or Stua be installed tlunng im5s erection,in accoNance with StaEil¢er Installation ultle. REACTIONS (IElsize) 1=1317l0-&8 (min.0.2-5),11=7363/0.38 (min.62-7) Max Hoa 1=243(LC 70) Max Upirf11=-97(LC 12),11=118(LC 13) Max Grav 1=1480(LC 2),11=1570(LC 2) FORCES (IG)-MaximumCompressioNMa�cimumTension TOP CHORD 1-2=2217/263.2-3=2007264,3-4=1807294.420=1434/262,520=1413294.S6=d688/357.621=t677/273. L2t=-1801R58,7-8=3926/412,&9=3930/379,$10=3706/310,10.11=2113/199,11-12=0/32 BOTCHORD 1-19=212/1771�.19-22=95/1450.22-23=991450.1&23=95/1450.17-18=187/0.1G17=79/0.616=375/151, 1576=86/1900,1415=6/90,315=285/146,1314=57/750,11-73=94/t563 WEBS 2-19=275/173.419�8/677.418=-673/205.5-18=1W/iB6.1618�/1303.516=436/1469.7-16=-689206. 7-15=124/1773,1315=-07/1819,1415=96H553,10.13=123'!/70 NOTES (�p) 1)NAnd:ASCE 7-10;Vutt=126mDh(}second gusq VQRC2012)=100mph;TC�l=6.Opsf;BCDL=6.OpsY,h=25ft;Cal.II;Exp 8;en4oseQ MWFRS(envelope)gable en0 zone antl GC Extenar(2)zone;cantilever IeR and ngM ezpasetl;PC far members antl lorces 8 MWFRS � for reactions shoxm;Lumber DOL=1.60 plate gnp DOL=7.60 2)TCLL ASCE 7d0;Pf=30.0 psl(Flal roof snow)j Category II;Fxp B;Partially Ezp.;Cb1.1 3)Unbalancetl snow loads have been considereC lor Nis design. � ��`!�� 4)This iruss�as been designed for greater of min roof live IoaE ot 16.0 psl or/.00 times Bat roof loatl o(30.0 pst on overhangs ,(� � '+ � �,.`�� ��/�. non-concurtenlwkhmherliveloaES. ' i-� r , 'c�. % 5)This truss has been tlesignetl(or a 10.0 psf botlom chortl live IoaC nonconcoment wdh any ot�etlive'IOaOS � F O.�•��3 �. 6)'Th¢W ss hes been tlesignetl for e live IoaC af 20 Opsf on t�e bottom cho�E in all a2as where a rectangle 360 tall by 2A0 witle will -. ��� � : !2 6elween Ne Dottom chord anC any ot�er mem0ers,with BCDC=10.OpsC '� ' // � 7)Pmvide mechaniwl conneclion(by others)of Vuss to bearing plate fapable of wRhstantlin9 97 Ib upl'rfl at joint 1 anO 118 Ib uplRl at joint n ��T 11. � . � ,.J��r���:��/� �h'�� Y 8)This Wss is designed in accortlance wiN Ne 20721nlemational Resitlential Cotle sections R502.1 L1 antl R802:102 and referenced �'. :�� ' �"r+-�s ��i`?p� �� `J J� ; stanCartl ANSVTPI 1. ��2, �,�/ � � 9)"Semi-rigitl pit�hEreaks inclutling heels",MemOer entl fwily moeel xas used in ihe anarysis anC tlesign M t�is wss. � ;�� '��FJ��p$'�i•` .�� 10)Designs checked(or ASCE:7,10 wind at 72fi mp�(3-secontl gusq is equivalent to IRC2012100 mph,wind reactions x 0.81 will atljust 'v 1 � ContMdllY�04Pd$�L°n to e speetl ol 90 mPh.� ��/�;Si`����i L 4-L�'F\%T i� ii�,������i�t',t;��Vt . �► WARlifAG-Vmfy d y purameten d RE1D Np1ES ON THfa dND fNCLUOfD�19TFJCREFERFM'E PdGS lIIf-�O13 BEFORS USE. � Y�wrr�� Oesip fdi umoruYwihlM k nrcct Th tl Ipn based �Nvponpwa 1 rszFwm r�d fa nMI�WwIWildrqcomponent. Appf �dLty��tlalpn p t ntl p p I ap ratio I o p nt e pa foAlrypl budd'0 d g n not Ims tlei0��Bmc np Ywwn ulplotnalwppohot drvtlwl-webmembc nry.Atltll�onol�empwayMacv+pfolnmestabYtytlunnpm�huctlonulherosporub�Aryoil�e: eiecla.Atltlifb�wl pvmonml brac'up o�Me overol sh�[Me u iM1e remondb5ry ol ihe b�W p tlesqner.Fw pmcN p�dontt rcqwtlin0 +IAIHw NOil.�ir Iabkatiortji:aGryconholslarope.deMery.erectionarMbac'uq.cwuWl pNSV1�I1pueNVGtle�IC.OS!-09anOBCSIEUGtlNpCOmponml Sahly IniamNbn ava3abk hom im.a Pbte 4utifute.491 N.Lee Sheet Sulte 312 Nkxor�tliio.VA�31a. BIB SowUiOe RwE I n �nVi Olumb r Ifled L � ei�a�i l3 EUeMOn,NG2>902 Job Trvss TrussType Ory Ply E]1615]3 ORDERS EA-17700 SPEC 7 1. Job RMerence Ioolionail NVRHOmes, X 7�350s5ep262012MiTeklntlusVies,lric. TueNOVO5W.41:C62013 Page2 . ID:CiM_qoULnVLENLTyrKi C_xyuaOCyfmm Iq2TEqCMqExr.G UobapuVJOPN?H_NM4e6oyMJOR LOA�CASE(S) Standartl — V WARNING-Vmf�d g pn�eunrtm ond RFaD NOTES ON THfS dND fNCLUDF�MI]E1t AEFEltfl2E PdGE HII]4]3 BFi'023 USE ����� Desipn vofq ip�se w�ry wi1M1 1.4Tek conrwciws iM deapn s baed wil�upon pammetm sMwr�.or�tl e fp on iM�Ntlwl buildip comqo�xnf. NppkabTry ol tleu0 P im antl proper rrurpomt on ot compar�m�a enponsb3iry ol bodd np despner rol Ws tlevgn v.&o6np 9wwn e Ip bterol svpport ot vdMaual v.eb membars only:naaltioml Iempwaay bocine�0 4u�re staGGry tlwirq camfr�clion e me responsibJliN af tne erecta. Adtli�imolpemwnenibacinBOlMeoveeolsMxturekl�eresponvpl4ryoltMGnMrqdespner.Fppc�eralguEanu�epbtivp n1.tli�xi:lAll�ta fabnCaYron.qualRyCOn1�045�IXOBe.tlelrvery.nac�ionantlWOCi�p.coROtl pN5NP�1�ualry�UMMe,DSl�89onElC516u0tl�npCempeneM Saklylnlarmallon awibCkhomimsPbleliss�IN�e.]BIN.LCeSheetSOife312AlexorWno.Vq2?31d. B18SOUnESiOeROeE IISau hernPi SG N.nbuis iM1eE' M1<E i nnWnlre�lwse tleciw0u 01 2013 A� EOeMOn.NC2)9J2 Job Truss T�uuType OIy Pty E71fi1574 ORDERS EA-11]01 SPEC 1 1 Job Re(erance o tional NVR Homes, ' X 7,3W s$ep46 P012 M7ek Intlw[ries,la. Tue Nov OS W:41:082013 Page 1 IO:CiM_qoUlnVLbNLTyrK1 C_iyua�C-c2u%AW4jISSG?BOFli FN�KUt_uoH_qNIABYMJOP niw �. . . . I �.a .ni.o n siq cn-i �n.i ¢.w ae.e . e�.i ' ais ��i-0 fiaE O . ' Srale=1:]6.0 8.00 12 8 3x4 II � 3x4 i 5�� � 3a6�i 6ffi Q 8 ]x4\\ 4 3xa II 3 3.8�� 910 3x8 � t1 12 `��2 � �6 J!��$ d fD�' Ba12 = 6zi4= 9� II 20 I3 Za �9 iB 15 14<it8 II �4= 4�= 3x9 II 3z4 II 5a6= )315 141f-0 1]-08 36¢8 re-is � �+c � z-ia � ssa �i�as��a�s' Plate Offsels(X Y): �2:0.38 Etlqe� f6:6S7 0.3-Oj ry 2:0.3A Edgel f16:0-&0 Etlqe) LOADING(ps� SPACING 2-0-0 CSI DEFL TCLL 30.0 in (lac) l/tlefl Ud PLATES GRIP (ROOf Snow=30.0) P��es Inaease 1.15 TC 0.69 Veh(LL) -0.33 1617 >999 360 MT20 197/144 TCDL 10.0 Lumbe�Increase 1.15 BC 0.99 Vert(TL) -0.93 1647 >383 240 BCLL 0.0 • RepStresslncr VES WH 0.78 Hoa(TL) 022 12 Na Na BCDL 10.0 Cotle IRC2072/TPI2007 (Matn�t) VNntl(Ly 0.71 1617 >999 240 VJeight 1821b FT=5% LUMBER BRACING TOP CHORD 2z4 SP No2 ot�4 SPF No2 TOP CHORD Structural wootl sheathing Cirectly applied or 2-2-5 oc purlins. 80T CHORD �4 SP No2 or 7�c4 SPF No.2'EncepY BOT CHORD RigiE ceiling tlirecUyapplietl w 2-2-0 oc bacing. Except: 748,10.15:9c4 SP No.3 or 2x4 SPF Stuq 1617:7x4 SP No2D 1 Rax at mitlpt 7-77 WEBS 2x4 SP No.3 or 2x4 SPF Stutl WEBS i Row at miGpt 619,619 WEDGE M7ek remmmends that Stabil¢ers and required tross braong Letl:2x4 SP or SPF No.3 or Stud,Right:2c4 SP or SPF No.3 or Stutl b¢inyyapetl tlunng wss eredion,in accoMance wHh Stabilizer Installalion uiEe. REACTIONS Qb/size) 2=1389/0-38 (min.0.2-7),12=1362/03-8 (min.0.2-7) Max Hoa 2=246(LC 10) Max UpIiR2=778(LC 12),12=118(LC 73) Max Grav 2=t5fie(LC 2),12=1568(LC 2) FORCES Qb)-MaximumCompression/MaximumTension TOP CHORD 1-2�/32.23=-2229256,3-4=1996@57.45=1756l287.527=7432/260,F21=1410/293,67=1685I355. 7-22=1668/271,8-22=1797/255.8-9=3922/409.910=3926(376.10.11=3702/308.17-02=27/1/198.12d3=0�32 BOT CHORD 2-20=-207l1759,20-23=94/1646,23-24=94/1446,1524=94A446,18-19=188/0,17-18=79/0,7-07=389A51, 7617=-85/1897.75-i6�/90:10.16=286/746.14�15=-57/149,1244=93/1561 WEBS 320=267/168.620=45l468.S19=b7020.5;G74=149/iB4.17-19-0/1301.Fi17=13611491,8-17=-695/206. 8-16=123/1772.1446=46I1817.114 6=95H 551.11-14=1235/69 NOTES (�p) 1)`Mntl:ASCE 740;Vutt=726mph(3-semntl gun)V(IRC2�i2)=100mph;7CDL=60psf;BCDL=6.Opst h=25fi;Cal.II;�p B;enGOSetl; MWFRS(envelope)gaCle end zone and C-0 Ertenor(2)zone;cantilever left antl nght exposeC;GC for memEers antl forces 8 MWFRS lor readians shown;Lumber-0OL=1.60 plate grip DOL=1.60 2)TCLIL ASCE 740;W=30 0 psf(9at roof snow);C2legory II;Exp B;Partially Exp.;Ct=1.1 . - : r 3)UnbalanceE snow loatls�ave Eeen consitlered foclhls Oesign. \ •�,� � ��/�; 4)Thfs Wss�as been desi9netl(or greater of min mW liva batl o(16.0 psf w 1.00 times tlat roof IoaC ot 30.0 psf on over�angs F i/ noo-conrLnentwitMOtherliveloaas. ' -- •��. :,r_ i 5)This Wss has Eeen tlesignetl fo�a 10.0 psf boHOm chortl live loatl nonconcurtent wilh any olher live IoaCS. -�, %����n3^`�. �- :. �;� � 6)'This Vuss has been tlesigneC for a Irve loatl of 20.Opsf on ihe bottom rnord in all areas where a rectangle 36-0 tall Gy 2-0-0 wide will ` //: �' ^ �% ftl beNreen Ne botlom chwE and any other mem0ers,wM BCDL=tO.Opsf. � 7)Pmvitla mechaniral connection(by olhers)of truss to bearing plale capable olwdhstanding 1181b upl'rtt at joint 2 antl 11B Ib uplilt al �� _��� +� 0.7 � - oict 72. �.� ���"''�'�� - 8)Tha Wss is designed in accorCance wd�ihe 20121ntemationai ResiCential Cotle sedions R502.11.1 anE R802.102 antl referencetl �if.f f' � stantlartl ANSIRPI 1. - � r: 9)'Semi-dgiC pdUbreaks inclutling heels"Member entl/izdy model was usetl in ihe analysis and design af this tmss. ��� �� �p, , _�Q 10)Designs checketl forASCE 7-10 wintl at 126 mph(3-secontl gusi)is equivalent to IRC2012100 mp�.winC reactions x 0.81 will adjusl %��`� " � �� CanlNk7C�QAP�1°n to a spee0 of 90 mph. i(��F/p�t L y��ti���` /���/((I td 1 i l llN���\ VWdRMAG-V�.rfydesignpar�amclmnndRFaDNOiFSONTiflSANOffICLUDFDRIIIFXREi'ERENCEPdGEIf/l�76738EFOREUSE. E�iHEEG��er 'Datlg�wl'M�or�seonN��hMlekwnneciws'Ih6tlesl0�¢�setloNyuponpammetarsshov.n,oM'nlaonintlivqwlWiltlirpcamponm�. ���� Nppikoddty ol tlesign parumalers ontl proper iricwpwalion of componmt h�aponsibility ol buildin0 dezipnx-nol ima tlezipner.0mung shown u la bteml wppM o�i�tlivNUOI i.eb members anN���tltlifiwwl lomporay boc'vq to'vm,re slobi6ty dixinp consW<�ion e tl�e remonziba4ly of ihe cactw.Ptldliwwlpanqnmitroc'vtpot�Iteovcvalvt�uclweelM1erespm964ryoY��abWltivpdespnM.FMO��alpuitlorcereprnE'vg :I,IIL-AFIAII.tIz fabrcoton.Qw�Mwnhalsiwaqe.tlelivery.erec�ionaMbroce8.�+� ANSI/fPllawq�CAerIV.OSB-09antllCSIWOdInO�mpenent Sabty lntmmalbn wollode hom irosf Pla�e InsliNle.RI N.Ltt SheeL 5oite 313.Akxantl�io.VA Y1311 81B YunCSiUe RoaE HSaut� mP' SP Wmb r I! �Aetlui nulircsar �Ameeqeaive0e 01 201 ALX EOen�on,NC2]902 Job Tmss Tmss Type Ory ,Ply�� E71615]4 ORDERS EA-11701 SPEG 1 1 Job Re(erence o tional NVRHomes, X 7350sSep262012Mireklntluslries,Ina TueNav0507:4t0820�3 Page2 IO:CiM_qoULnVLbNLiyrKtC_xyuaQC+2uXAW4JI5Sb?80FhFyroi9CKUt_uoH_qNlAgyMJOP LOAD CASE(5) Standartl � WdRMMG-V.jyd gnpn.wne[ dREdD'�HOtESON]TflSdNDIf1CLUDEDt9TEIfRFFERF.NCEPdGFNIf]4�3BEFOREUSE En�ciuE[airicev Oezgn Idf r�xe�o ry thNuiekmn 1 Thrstle99n Eaetl N P npoortrei M d'! drv�o` 1WM1tlmgcom�nen�. � AP01 bTryoftlesig pa 1ersoF�dp p cryoroti �i�wnponm�u po blty PoJId Otl 9 noll tl g .Brcneshovm isior6� I pporlol tl tl Iwebme b nty htltl�� Itemryworyb 'pto'nswastatiM1rydbnng�consWCtonuMeresp�onmbtlGtyolihe rector.Atlditianal pertrvnenf bacing o�Ihe ovemE strvcfum @ Me responsibNty ol iFe Wiltling tlecignc.Far eeneml gaitlance regartlinp A1.11Y,1:FiAll.�iz tobiicolpn.quolM conhd:siwoge.delivery.erectlon ontl lvacing.mnsult qH51pY11 puolXV CMe+lo,OSE-89 antl eRi Bullding Componenf B1BSOUnESide RoaO Sa�efy lnbrmaNOn avollvtile frwn ir�ss Pla�e InstiWle:YBI N:Lee Sheel.5uite 31I.Alexandno.VA 21314 EEeMOn,NC 29932 IiSau mPi lumberiae- iiietl�hetlmi-�.al e�haeellecn 012013 TLX Job Tmss - SmssType pty Pty A1615]5 OROERS EA-11]02�� MONO i t .InM1 Refwenrs lnntianall NVR Homes, X 7.3W s Sep26 2012 MiTek Intlushles,Iria Tue Nw 0.50]:41'092013 Page 1 I��.CiM_qoULnVLbNLTyrK1 C_zyuaOC-0ESvNS4LlMaShczRJkmBPECImW1jJ9RCU6fjTyMJ00 .-0.�� 53-� � 10.0.13 � I 4<-0 13-01-8 0-01a 53-0 -0-9-9 233 -- 1-]-8 � Scale=12Z5 3z4 I I 6 3+5% 5 3x4% 3.50 11 4 12 3x<% 3 8 fiM8= � y�� 3x8�/ � d Z ii 10 9 � e� es9° 3z4 I I 4�5= zoo iz 53-� 10.0.13 12i I 14 -B I i]J � 4-49 1-4.3 L]-9 PlateOffsets(XV): �2:P&BEtlqe� IB:O-5720-4-4� - LOAOING(Ps� SPACING p-0-0 C51 DEFL in Qoc) Ude(I Ld PLATES GRIP TCLL 30.0 plales Increase 1.15 TC 0.17 Vert(LL) -025 11 >660 360 MT20 197/144 (RoofSnow=30.0) Wmberincrease 1.15 BC 093 Vert(TL) -0.46 11 >354 240 TCDL 10 0 Rep St�ess lnrs YES VvH� 0.90 Ho2(fL) 0.08 7 n/a nla BCLL 00 ' CodeIRC201NP12007 BCDL 100 (Matrix) Wintl(LL) 0.16 11 >999 240 Weight611b FT=S% LIIMBEft BRACING TOP CHORD 2x4 SP No 2br 2x4 SPF No2 TOP CHORD SVUCtural wood sheat�ing tlirectly applietl or&2-0 oc purfins, except BOT CHOR� 2x4 SP No2 or 2x4 SPF No.2'EZCept' entl verticals. 2-11:7x4 SP No2D,S9:2x4 SP No.3 or 2x4 SPF SNd� BOT CHORO Rigitl ceiling directty applied o�2-2-0 oc brecing. WEBS 2x4 SP No.3 or 2x4 SPF SNtl MiTek recommends that Stabilizers antl requiretl aoss brecing be installetl during fruss erecliom,in accortlance with Stabilize( Installalion uitle. REACTIONS Qb/size) 2=654I03-B (min.0.1-8),7=578/0.L8 (min.0.1-8) Max Horz 2=�59(LC e) � Max Up1itt2=403(LC B),7=106(LC 12) Maz Grav 2=8�3(LC'19),7=810(LC 19) FORCES (Ibj-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/15,2-3�270/536,312=1200/138,4-12=1150/147,45=873/130,5-6=3'I/13,67=-110132 BOT CHORO 2-11=655/3104,1611=633/2957,:9-10=17/46,&9=3/4,5-8=-155/914,7-8=452/797 WEBS 311=-04/589,3-10=1874/430,4-10=-270/106,8-10=239/1273,48=343/66,5-7=1085/206 NOTES (12) t)Wmtl:ASCE 740;Vutt=126mph(3-second gusQ VQRC2012)=100mp�;TCOL=6.Dpsf;BCDL=6.Opsf h=25ft;Cat.II;.F�p B;encloseG; MWFRS(envelope)gable end zone antl GC Exterior(2)zone;cantilever lek anE nght exposetl;GC for memEers antl torces 8 MWFRS for reactions shown�,Lumber DOL=1�.60 plate gnp DOL=1�.60 2)TCLL'.ASCE 7-10;'P�=30.0 psf(flat roof snow)j Calegory II;Eiip 8;Partia�ly Eap.;Ct=1.1 3)Unbalancetl snow loatls have been consideretl for this tlesign. 4)Thistruss hasEeen designetl for grealer�of min roofJive loatl of 20.0 psf or 1 00[imes Flat mof load of 30.0 psf on overhangs non-concurren(wrth otner IiJe loatls 5)This truss has been des�gnetl for a 10 0 psf bottom chord live IoaE nomm�curtent wtth any o0er live loads. � i ���f.�r 6)•T�is truss has been designed for a Irve loatlbf 20 Opsf on,ihe botlom chortl in all areas where a rectangle 3-60 tall by 2-0.0 wide will ,�� r � :� /, (�between ihe botlom chorcl and any oNer members � �Y ' � F ��jf 7)Beanng at joint(s)2 7 consitlers parallel to grain value using ANSI�TPI 1 angle to grain fortnula. Builtling tlesigner should verify ' �j.., i capadty of bearing surtace. - � `��.`(�, t� 'r 8)Provitle mechaniwl connection(by others)of tmss lo beanng plate at joir�t(s)7. "i , � � �: . � 9)Pmvitle mechanical connection(by other3Jof.irus5 to bearin9 plate�capable of wdhslantling 1031�upliR atjoint 2 and 1061b uplift at a �' � _ omt7. - ��^�' $ 10)This tmss is tlesignetl in acwrdance wifli the 2012 Intemational ftesidential Code sections R502.7 7.1 antl R802.102 antl referenced -"' � ',�� +1'��£t: 1 � standartlANSI/TPI1 W� "!��'F'� e+T> ���r�qy�� �11)"SemFrigid pi�ehbreaks inclutling heels'.Membe�end fizky model was usetl in the analysis anC tlesign of this imss t u f AP 12)Designs checkedfo�ASCE 7-10 wintl at 126 mph(3-secontl gust�is equivalent to IRC2012 100 mph,wintl reaUions x 0.81 will adjust -;- "j�t �y{l�{'� J \�� wmd loatl reaction to a speetl of 90 mph.. �.s. , (� `)-.,., v� LOADCASE(S) standara /f%{����FaiAl�11`\`\��l��`�� yWdRMNG�Vmf -�w�- rf dNFdDNOTPSONT3ff5AM�lNCfUDEDl�IIIEKRPJ'FRENCEPdGEN1fl413llF.FOR6USE E��ixee�irvcar Oedg IMt� wN iM1N�lek 1 ih tl siB� b tl Mupo po � �� b d nlnG tl Ib Id'g mp eM. ���� Appl �l�y tC 'g p lersandpope tpwoti t rtponm�rs po blry Ibld Btl ga nothu tl 9 Bv gsFOwn u f i erai iuprwrt oi�w a i ti r� b rs a,ry nde i nemwwo�y w ne ro" e nab'i ry a -g orvm�cron's m�rew�n e my onne idf .qaan�onaipamvnent�ac�ngb�+nebvervuztrucwresmerewo�tirry.oimeeu�dingaes�necFweenemiauda�cer�omina �.rnisx,:mn.,ie ercou- `q -uhc� n i�t � ee.aei e�y ' nionaraw g c�oiw � aqsinrii�QUer�y cMena,ose-eva�aeaieommoeomoonm� eiasounasiaeaoaa SoleM�nldrmoXOn a a lable n�m imss Plat InztiNte:IBIN Lee 9� l:5uite 312 Alexantlna.Vq 2Y314. NSauv�emVia SC lumbois 1(red�M1etlesi�nvalaraie�hmeeNenive0e �1 2U13b AlA � EOenton,NC3]9J2 Job Tmss TvssType Ory Ply' A1615]6 ORDERS Eq-11]C3 MONO 1 1 Inb Rctcrcrv-w Innfinna 1 WRHOnes.X � ].35pa5¢p26AR�NTekIMUSVies,InnTUeNOV0.511:OB:iC201JPapv1 ID:CiM_qoULnVLbNLTyrKt C_xyuaQG33Y91SMOIPG(zgm6ER8U9MvNT4Pm4HK30HJ5yMGMF ��PLL�� sa� � i a.ii< ss� �-iw � � x-za �o-�a � Stale=125.9 3x< II L�� 5 8 ]xa% a 3W II d 3x4% �� 3 ] �= 6x12° ' 3x9= "� d � t1 10 B d� 6� Bz0= 3x4 I I - 4�_ 2 00 12 f0-tt 9 13.a �rvt�N �_iJSti 1}-�ta � 53< <-f04 2-2A � 0.]-0 I 60.t Plate OHsets(X.Y): f2:0.3-B.Etlqel.f8:0.35.0.3-1I LOADING(Ds� SPAqNG 2-0-0 CSI �EFL in (loc) Udefl UE PLATES GRIP TCLL 30.0 (ROOf Snow=30.0) Plates Inuease 1.15 i C 072 Vert(LL) -022 11 >687 360 MT20 197/144 TC�L 10A �umberinaeau 1.15 BC 0.92 Vert(TL) -0A� 11 >370 240 BCLL 0.0 • RepSVesslncr VES WB 0.90 Horz(TL) 0.06 7 n/a n/a BCDL 10A CotleIRC201NP12007 (MaVie) Wnd(LL) 0.15 it >999 240 WeighT561b FT=S% LUMBER BRACING TOP CHORD 2v4 SP No2 ar7x4 SPF No2 TOP CHORD SVUCtural vrootl sheat�ing tlirec0y applieE or 235 oc putlins, except BOT CHORD 2nd SP No2 or 2x4 SPF No2'EzcepY entl verticais. 5-9:2x4 SP No.3 or 2x4 SPF Stutl BOT CHORD Rigitl ceiling tlirectly applied or 2-2-0 oc bracing. VJE85 �4 SP Na.3 or 2x4 SPF Slutl REACTIONS (Ib/size) 2=617J0.3-e (min.47-8),7=535/0.7A (min,0.1�) Max Horz 2=148(LC 8) . Max IJpidt2=-98(LC 8),7=98(LC 72) Max Grav 2=760(LC 79),7=746(LC 19) FORCES (Ib)-MaximumCompression/MaximumTension TOPCHORD 1-2=0/15.2.3=2934/50U,34=91W170.45=-294/35.SS='19?/32.67=599121 BOT CHORO 2-11�712781,10.7 1=591264/,310=11/45,&9=6/4,S8=9I86,7$=5/25 WEBS 311=-37/539.310=-183B/434.L70=27/126.8-10=175FJ04,4-8=675/134,68=104/542 NOTES (12) • 1)WmA:ASCE 7-10;Vutt=126mph(3-second gusq V(IRC2012)=100mph;TCDl=6.Ops1;BCDL=6.Opst h=25fl;CaL II',Exp B;enclosed; MWFRS(envelope)gaEle entl zone anC C-C Exterioq2)ione;ranlilever lett antl ngM exposeC;GC for members and forces 8 M'NFRS fw reactions s�own;LumDer DOL=1.60 plate gnp DOL=1.60 2)TCLL:ASCE 74Q.Pf=30.0 psf(8at roof snow);Category II;Exp B;Patlially Fxp.;Ct=1.1 3)UnbalanceG snow loatls heva beem m�siCereE Por t�is design. 4)Thistruss has been�tlesigned for greater of min raaf live loatl ot 20.0 psf or 1.00 times flat roof IoaE of 30.0 ps4on overhangs non-conwrtent with aNer liva laatls. 5)This Vuss�as been designetl for a 10.0 psf boflom chord live laed nonconcortent with any otherlive loads. 6)'This W ss has been Cesignetl(o�a live ioatl of ZO.Opsf on ihe�ottom rhorE in all aBas where a�ectangle 364 tall by 2-0.0 witle wiil =,,�,�l I::i i!(�,,, Po between the bottom cl�arG and any other mem�ers. ,. ���'� �'=%/• � �Bearing at joint(s)2,7 considers parallel ro grain vatue osing ANSUTPI t angle ro g�ain formula. Building desi9ner shoultl verdy ,�", ''��1Yj� ��j>, capaCily W beanng suAace. '^� �� ' � • fY '� 8)Pmvitle mec�anical connection(Cy olhers)W truss to bearing plate atjoint(s)Z . 1�:•, .n 9)Provitle mec�anical connection(by others)of tniss to bearing plate capable of witlistanding 981b uplm at joint 2 anE 981b uplRt atjain� ��i,:�� ;^ % 7. �`� j ". '" :. 10)This wss is designeE in accordance wM the 2012 Intemational ResiEential Cotle sections R502.11.1 and R802.10.2 antl referenwtl s- .�"'- � st2ndar0ANSl/TPI1. -'"���(' r'��GfS� �r�� �✓-D�7 = 11)"SemFrigitl pdchbreaks inclutling�eels'MemDer entl faily motlel was usetl in ihe analysis anC Cesign of Mis truss. ~ �����i�r A�r ii���.'"�� ` 12)Designs cliecketl forASCE 7-70 wintl at 126 mph(3-secontl gust)is equivalent to IRC2012 100 mph,wintl reactions x 0.81 will adjust i ��•,:"`� �f��' �, � wintl loatl readion to a speetl of 90 mph. -, R ��-11f�'�8/�i'�,r .\` LOAD CASE�S) Standard '��-�":i}b,�� , U x�/�,'���� ����'"�t tt�.a`.�1��� � WARNIhG�VCrifydesignpuramde.zandRFdDNO'fESONTHiSANDfNCL1ILIFDIIIIEKREFF.RfJICEPdGEl41�]d'l3BEFORSIISE. �E�iHE�� De�nwCd�q UsE Onry w�f�ANTtk Con�uc��dz.Rut tle9pn k bosed oNy vpan paramef¢rs SM1OV.n.antl u fa an i�qiv'vlwl Wi'dvp COmWrienl. APa abiiNoftle+qnpamme�maNproper"vicapao�bnofcart�panml'¢�eporv�iityotbuklinptlesqr�v-rwitNetle9prus.&a�nOYw�+*� 'vMIO1NpIwPO'�+'�oi�ntlivHUalMCbmembersoNy.A�t'nm��ert�aaryCrovg�oinwreslodlNd�^�9�sM1�1CfiMSryieRWWSiqflyo�IM1e PlCC�IX. M1CCI�OI�OIpCRfa�M�MpCllp0��11[OV¢lOIS�NC�NPh111CfCVp0119�1iTRy01(�ebUklilpCCSgnev.fp9Cl�MOI�ViUpliCPR()ON�YID %�I.11VknIIJI.l1E Yabriccf.QiiaiiN����.staape.aeirvery:erecmn ana bw'vg.mvon pµ5p�pp pua6N GiMa,�58-89 anE BC51lu11Elnp ComponeM SaMlylnlormation avaibbkhomimssPlatelnsfiW�e.YB1N.LeeSireel.SUita312AlexanCno.VqYtlIL 8105ounESiOeROiE ❑Sout�<mP' Pltim4er'u 1(cNihednlm�alue5are�FOU[11eRU�06/61'IOI3LyA.N, E4en�on.NC3]902 Job imss TmssType Qry Pry. EI009186 Oft0ER5 EA-01704 SPEG 1 1' Job Reference fmCOnal1 NVRHomes, X 7.350�sSep26201TMiTeklntlustries,lr�c. TUeJU13013'S6'412013Page1 ID_CiM_qoULnVLbNLTyrK1C xyua�GCHYIgkSjrjMPZmMWSZqwzHSEgCuTrAZzJNrYOys@a �5-0-0 10-0-1 14-11A 20.0-t� �-�IG440 249b 3311-0 -0 5-0-] ' 411-0 4-019 SB-9 ' S-B-5 3-04Y 41-00 0-01 � " am II ' Sraie=i9as 5 eoa iz 3x4 i �6 3a8 O < 3�6 i 61] � 3xd II 3 z eoo i2 �4� � 3x4% B 1 ry 9 10 ol id d . 5ffi= t5 t8 t9 �q t3 20 12 11 4xe = 3x4 ° 3sID MTiBH° 4x4° 3x4- 4x8= sia � ian-s I �aes_� �w-m 71ii-a Si-] 410.1 Sd-B 5-&9 ' ]Eb LOADING(ps� SPACING p_ GSI DEFL ' TCLL 30.0 0-0 in (loC) I/defl Vd PLATES GRIP (ROOfSnovr-30.0) Platesinuease 1.15 TC �078 Vert(LL) ,0.3474-15 �999 360 MT20 �97/t44 TC�L 70.D WmCerincrease 1.15 BG 0.99 Vert(TL) -07774-15 >521 240 MT18H 244/190 BCLL 0.0 ' Rep SVess Incr YE5 WB 0.63 Horz(TL) O.ifi 9 Na Na BCDL 10.0 CodeIRC2012/iP12007 (Matnx) Wntl(LL) 0.1711-12 >999 240 WeightiBO@ FT=S% W MBER BRACING TOP CHORD 2x4 SP No2 or 2x4 SPF No2� TOP CHORD Siructural wood sM1ealhing directry applietl. BOT CHORD 2x4 SP No2D'FxcepP BOT CHORD Rigitl ceiling tlirectly applietl or 2-2-0 oc bracing. 9-i3:2x4�SP No:i WEBS 1 Row.at mitlpt 4-14,6-14,742 l WEBS 2x4 SP No3 or 2x4 SPF Stutl MiTek recommends that Stabil¢ers and requiretl cross bracing I WEDGE be installetl tlunng truss eredioq in accordance with Slabilizer I Left:2x4 SP or SPF No.3 or Stud Installatlon ouitle. REAC710NS Qb/size) 1=1544/0-3-8 (min.0.1-11),9=1576I0.3-8 (min.0-24) Max Horz 7=-252(LC e) � Max Upli��=100(LC 12),9=-153(LC 13) Max G2v 7=1680(LC 2),9=1769(LC 2) FORCES (Ib)-MaximumCompression/MaximumTension 70P CHORD 1-2=2640271,23=2577/386,3-4=2381/413,4-5=-1790/334,5-16=-7674/337,616=-1817/296,6d7=-2446/362, 7-17=2699/359,7-8=-4066/473,8-9=-4348/560;�9-f0=0/27 BOT CHORD 145=190/2143.7548=109/1743.=18-19=109/1743.14-09=-109/1743.1314=109I2158,13-20=109/2158, 12-20=109Y2158;N-iT=35213818,9-11�=-473/4040 WEBS 2-15=299Y113,4t5=-139/687,414=£70223,674=245l1473,6-14=-1194255,612=59/836,7-12=181826fi, 7-01=0/316,8-11=478/1B6 NOTES (71) 1)WnC:PSCE"7-10;VuR=t26mph(3secontl gun)V(IRC2012)=100mph;TCDL=6 Opsf;BCDL=6.Ops(;h=25ft;Cat.II,Exp B;enclosed; MWFRS(enJelope)gable end zone anE GC Eetenor(2)zone;cantilever le(t antl righl esposed;PC for members and fo�ces&MWFRS fw reactions shown;Lumber DOL=7:60 pla[e gnp DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat mo(snow);.Category II;Exp B',Partialty Exp.:Lt=1:1 3)Un6alanceE snow IoaES have tieen wnsitlere0 forthis design� 4)Thfs iruss has been tlesigneG for greater of min roofJive loatl of 16.0 ps(or 1.00 times Flat mof loatl of 30.0 psf on overhengs i non-wnwrrenlwilhotherliveloads. �,� ����� 5)All plates are MT20 plates un�ess otherwrse intliratetl. � �'� . � �'� �. 6)Th�s W ss has been tlesignetl Pot a 10 0 psf bottom chortl live load nomm�curtenl wRh any other live loatls. � -�.�,�t �t � ��j� 7)'This truss has been tlesignetl For a Irve Ioad of 20.Opsf on the botlom chorE imall areas w�ere a rectangle 36-0 tall by 2-0.0 witle will � - - T . "v,� �� ,. S t..^ .. " fit between the bottom chortlantl any other members;with BC�L=io OpsL � " � � ��� 8)ProviCe mechaniral connection(by others)otiruss to bearing plate capable of wifhstanding 1001b upldt atjoint 7 arM 1531b upliff at _ "� �'� . �oiM 9 .,.� .sD ,���- 9)Th�s Wss is Eesignetl in accortlance wrth the 2012 Intemational Residential Cotle sedions R502.11.1 antl R802.102 antl re(erencetl 'T����Cr�3 y3� i�� nantlartl ANSI/iPl 1. ...-���.Y-' r� r.� �.��" 10) SemFrigitl pHChbreaks inclutling heels"Member end fixity motlel was usetl in the anatysis antl tlesign oithis truss. �x. �•. �t`�,Y i�y � 11)Desn�gns checketl for ASCE b10 wintl at 126 mph(3-sewnd gust)is equivalent to IRC2012 100 mph,wintl reactions x 0.81 will adjus[ ; �?, '• y d -�^. °' '� Conti�iu€d°oantlp�a�n to a speeC of 90 mph.. .%'�h�` �!��J �\�J`�'� ?,�i7 9 /��/.J"in!.•, �-' ��\� !� .!.d, .�_ . \ ,� !4(llt4i;1�.51��5 VWdRN/MG-Vmf�d g ��pa�n..ef �dREdDNOTESONTTffSdNDINCIlIDEUIII]ia1CREFERENCEPdGENlfl4�3�EFORLIlSG sE�iHEEqi�ev De 9 I d�w ose onH fh M1Li k - n � iFrs tlesl9n bo M N�P Po t M1wm� tl' f 'di �tl I bii Itl 8 compo nt ���� Nppl bFry Ytlesgnpo tersantlp pe r�mrpomfi0 Of omponen�k pa biry �bvitl gd p a�puntl g cr.Bm gshown �ufulN ISUppcAOf tlNldValwabm bersonly AtldiX 011empworyM rgbessuresfabfiytluingmnziroc� -' tM1 responblf�yo��he ec�m��Ntldiional pemqn¢nt do[in8�o��M1e ovcvall Arvc�we is ihe Rryon9bllily of�M1e boibing tlaignef.Fo�generol puitlonte regotding� H I.iliak�.I011af: lohn[otion,quoliryconiml�slompe-tlelivery.ttecfionontlG'Odnq.[OmuH pN9R/ppualHy Glletla.�SE�89onEBUlBUPdlnqCamponent B1BSounE5ltleROaE Sa1ely�niwmaHOn avaibblehominnsPla�elmliN�e:481N.leeSfreeL3uite312Alexantlna.VqZ2314 EtleMan;NCP]9J2 IISa M1emOm� Solwnberie OiM:tM1 deu•nnlvevrtrM1meeXeceve•M/0]/3913brALX Job Truss TruSSType pry Py E]0091� ORDERS EA-11704 SPEC 1 1 Job Reference(ootionall NVRHomes, X' ].350s5ep262012MTeklnEusVies,lr¢. TueJU13013:56:a12013 Page2 ID_CiM_qoULnVIbNLTyrKt C_zyua�C-CHYIgkSjrjMPUnMVJSZAwzHSEBCuTrAZZINrV�yst2a LOAU CASE($) Stantlartl � ' -- '- - YWdRMAG�Vmfydraignparanef sandRFADNOTFSONRffedNDlNCLUOFlJ�II'IFJ!REi'F.RF.HCEPdGEMf%4/3BFFORSfISE. ����� Oe p wfitllduseonM�f�AVTekconnectas iMtlevpn¢ba�etloN/uponporametersslqvn�arJbtoranin6vdwlbWdin9cwnponent. Appl obTihottlnipnpatartre�ersarMpoperMOi{wra�ion� t orrponmtertsporuiDiryolWOtlrqdeilpre-rwlt�ustlesiprwl.Braarqstw�.n is lor loteml mppotl aM1rMNitluol v.eb members only.�Atltltlioml lempaary bronn0lo mwre tlab fry dunnp wnsMrotbn¢ihe resportslbil4Nbf iM cttfw:'ACtlilbnal pe�nqpM�dotLp oH�¢ovemtl v1NBure'n�ha re5poruibi4ly of�he builtlin0 tlesgnx.Fw penaol poklonce repo�tllnB �Idl Gk Ai011a1e IoWicotron,qwftyw'�hOLilMOOe.tlellvery,e�Mbna�Wbia[ip.ro�wX- ANSI/I�pduaqry GI1eM.05ld9antl6CSlpeOtlinOCOmponeM BIBSOUnESiCeROaE Solely InlwmWbn avadoDle kom inns Pble IrisliMe.�dl N.Lee Shaet.Suile 311.AkxoMeb.VA IDl�. EEeMan.NC 2>9l2 II$aut�em0i SP lumberis i!1 �petle' ++IUCSare�M�erllea�ve0601 3013 GlX Jab Tmss imssSype �ry PN E700�J18] ORDERS EA-1170.5 SPEG 1 1 Job Reference(ootionap NVRNOmes, X 7,350sSep262012MiTeklndustries,Inc. TueJuI30;3:56:422013 Page1 ID:CiM_qoULnVtDNLTyrKiC_zyua�C-gT6gt4TLcDUG�wwlihh9VUdPZCDk�gq]YDFP4ryst2Z Or, 11A 16Q) 10.11A 368-0 ]FI:ID�- 249A 3311-0 344 0-11-� - Si-1 ' �-01d ' 141-0 � SBA - SA.9 ' 3-t4Y Ll-ID 611 ' " 4E II S�le=1]52 8.00� 6 3x4 i t] 9A6� 5 3ffi 4 �19 aa II a aao� s my� e l a.a = � 9 �� 2 ��ii o � Ic d Sx] II ' 16 t9 YO 15 14 21 13 12 <z8= 3x< = 3st0 MT18M= 9x4 = 3i0 = 4x8= St-] � 1411-H �0.9-t ' 361-t0 93.11-0 St-0 310.1 ' SA-9 �589 ' ]bb Plate Offsets(X,`�: �2:0.&B,Etlpe) LOADING(ps� SPACING 2_p.p CSI DEFL in (loc) UtleO Utl PLATES GRIP TCLL ��0 plates lnuease 1.15 TC 0.87 Vert(Ly -0.34 15d6 >999 360 MT20 197/144 (ROOfSnovr-30.0) Lumberinaease i.15 BC 099 Vert(TL) -0.7715-i6 >522 240� MT18H 244/190 TCDL 10.0 Rep SUess Inu YES VvH 0.63 Horz(TL) 0.16 10 Na Na BCLL 0.0 ' Code IRC207NPI2007 (Matnx) Wintl(LL) 0.17 72-13 >999 240 WeighC 18210 FT=5% BCOL 10.0 LUMBER BRACING TOP CHORD 2ea SP No2 or7x4 SPF No.2 TOP CHORD Swctural wootl sheathing tlirecty applied. BOT CHORD 2x4 SP Nu2D'ExcepP BOT CHORD Rigitl ceiiing tlirectly applied or 2-2-0 oc bracing. 70.14:2xd SP No.1 WEBS 1 Row at mitlpt 615,7-15,8-13 VvEBS 2e4 SP No.3 or 2x4 SPF$tutl M7ek recommentls Nal Stabil¢ers and requiretl uoss brdcing VvEDGE Ge installed dunng truss ereaion,in accortlance wdn Stabilizer �Letl:2x4 SP or$PF No.3 or StuC Inslallation uitle. REACTIONS Qb/sae) 2=7615/0.3-8 (min.P1-13),10=1575l43-8 (min.0-2-�) Max Hoa 2=-255(LC 10) Max Uplift2=121(LC 12),10=153(LC 13) Max Grav 2=/768(LC 2),70=1768(LC 2) FORCES (Ib)-MazimumCompression/MaximumTension TOP CHORD 1-2�/32,23=2629264,3-4=2558�372,45=2451/402,Sb=1787/333.617=1671/329,7-1 7=1 81 4294, 7-18=2442l360,&18=2695(357,8-9�06?J470,9-1�-4344/558,10.11=0128 BOT CHORD 2-16=186l2130;i6-19=108/1739,1320=108/1739,15-20=108/1739,14-15=-107/2155,14-21=107/2155, 1327=707/2755,12-13=349/3814,10.12=470I4036 WEBS 3/6=285207,&16=t34/677,5 7 5=6682 23,675=243/1470,7-05=1207/255,743=58/836,&13=-1817/265, 8-12=0/318,9-12=482H86 NOTES (11) 1)Nhnd:ASCE 7-10;Vult=126mph(3-secon0 gun)V(IRC2012)=100mph;TCOL=6.OpsF,BCDL=6.Op51;�=25ft;Cat.II;Enp B;enGOSetl; MWFRS(envelope)gaEle end zone and C-C E�etedor(2)mne;�cantileve�left antl right exposed;C-C(ot memDers and Forces 8 MWFRS for readions shown;Lumber�OL=1.60 plate gnp DOL=1.60 2)TCLL:ASCE 7-10;%=30.0 pst(Bat roof snow);Category II;F�tp B;Patlialty Exp.;CY-1.1 �'i'; .. ::;�';� 3)UnbalanceE snow loads have been consiEered for this design, \)`'�� � Tn�. �'�i� 4)This truss�as been tlesigned fo�greatet of min rool live load ot 16.0 pst or 1.00 times Flat roof loatl ot 3�.0 psf on overhangs �\� 'k�,, �!r c,:;�, /�, non-concurtent with other live batls. ���\ �� - � . -°� �� � ..:. ,. ♦ . 5)AII plates are MT20 plates unless otherwise indirateE. � �� ,-}`•,a��,Q�, F•�� 6)This lruss has been de5igned fot a10.0 psf bottom Utoftl live IoaE nonconwrtent with any o�her live loads. ; .;� ,"Y�� �f'"�^�'. �,:.'� 7)'T�is Vuw�as been tlesigneC for a live IoaC of 20.Ops(on Ne boltom diord in all areas where a rectangle 360 tall Ey 2-0.0 wiEe will - � `,..y_-� � � _ ffi belween the bottom rhortl antl eny other members,wiM BCDL=tO.Ops(. ;,r^ . � N.,y � B)Pmvitle mechanical conneGion @y othe�s)of W55 to bea�ing plate rapable of wtlhstantling 121 ID upli�at joint 2 anE�1531b upli�at �r ���y.lh�1� �i�/�� joirtl 70. .��,� .•��t� r':�f J 9)This Wss is tle5igneE in accortlance wiUM the 2012 Intemational Resitlential CoEe sedians R502.1 t.t anE R602_10.2 and Merenced � f� • r C� <cl �7 stantlartlANSIRPl1. i �'� �f��• NY:' _ � -� .f IA, ; \ �� 10)"SemFngiO pilchbreaks including�eels"Member entl f�city model was used in the analysis and tlesign of t�is Wss. �j� �:j�����••./i °✓�C� *� CoMinued on 7a9e 2 �ii , ✓��;�IYi� i'.l y�\l ����r1�Ililtlll\1���\ VWdXMhG-Ve.rfydesgnparrsneetmrsnERFeDlI01ESONTSffSdNDf1lCLUDFDIIISF.KRF.1'£.RFIJCEPAGELIII-]�73DEFORSUSE. EN,ixeEaiev:ar Deilp�wfW M usv oNy xil�A4iek conrocids.I�'¢tletlpn c bosed anN upan pamme�ers sM1w�orW rs foran irNi.itlwl b bin0 romporenl. ���� Appf aGGh of dcipn pammefers orid poper incoryorotion o�romP�m�s responsLAiry ol Wkfin9 tlespner-rrot tiva desprw�.&adn8 Nown b fw lalarol vppwf oi mtlNitlual web members only.AECitional tempaary broclnp�o iriwre stobiify tlutlnp mnzhuc�ion'¢f�e respofuiblAry ol I�e x�a.Rtltlitional permvnMl bratnp OI ihe ovemA ifmcNre u the rezpon9dfify oi�Fe W1tlin0 tleignn.For ger�eml puitlonre repartlinp A IAIirL A�Allal!� to'nimion,qwGry conirol storope.tleMery.nectbn oeW brociq,miwM AN51/fII1 Qe pryUtlMo,05l89 antl l616u0Jinp Componml B18 SaunESEe RoaE SoblylnldmaNOn awaobbhamirussYb�Gk�t111Vte.1B1N.Ltt$heet.$ute_I2AkxarM�io.VAID1�. IfSau[hrm0ine P Iwnhe�l If hedmi n�abesar � eeM [t�eJ5 01 2013 �A X EOeMan,NC3]932 Job Tmss. TrussType �ty Pty� E]009187 OR�ERS EA-11705� SPEC 1 1 . JoE Reference o tianal NVRHomes, X 7.350sSep262012MiTeklntlustries,lnc TueJu130t3:56�A22�13 Page2 �� Ip:CiM_qoULnVLbNL1yrK1C_syuaQCyT6gt4TLC0UGbwwjthh9VUtlPZC�kLgG]YDFP4tyst7Z ?1)�Jesigns�hecketl torA$CE 7_1�wintl at 126 mph(3-second gust)is equivalent to IRC20�2 100 mph,wintl readions x�0.81 will atljust wind IoaA reaction fo a speetl of 90 mph. LOADCASE(S) Stantlard � IAARMN[' Ymfy d g pa vvnet d RFAD N01£S ON lNfS dNO INCLUDFD Im]FX REi'EREYCE PdGE Hlf]{�3 BE£ORS USE. sE�irveeAirvc a p B fdf eo �y bMi k O t 1Fi d 48n bosetl fy P W � � tl' i tl C Ib Id 0 �W ent ���M� Appl b6H ttlesig po m 1 tlqoper apa'ai f po t' po Dlry f�ItlnBtl 9 �i d �g 9m gSFOwn ��_ iit I 1 I ppotla� tlivitl �I � bme berz Iy.Addt It � paiayb gf 1 eslobffytl g hu Y ib po btllyoHM1e� sas� ecra.naa tiono�pmwnant brac ng ol ine ovaall Hmcture s me respowb I ry of ine bu Idno ae s�er.Fo�generol au aonce repwa np � rd Lii%.im�aL fabnca�ia0.qJOlily coplioL 51a�age:delivery,ereclion and Wacing:mnsul� pNSI/TPII QuolHy 411eAa,OSB-B9 ontl 6RI BuIItlInO Componenl SalerylnbrmvHOn owiloblehomTrviSPlatelrrsHlute.181N_LeeSfree�SUBe312.Akxontlno.Vq2231d. 0165ounJSlEeROaO I15autM1ernPi�x SP I�un e ilNhhed i valuesareNauepearmUn 1 E013b�ALX EEenlon.NCY]932 Jo� Tmss Tmss Type pty Ply E716157] OR�ERS EA-11]O6 S7EC 1 'I oti Reference o tional NVR Homes, X 7.350 5 Sep 26 2012MiTek Intlustries,Inc Tue Nov OS W:4�:t22013 Paqe 1 ID:CiM_qoULnVLbNLTyrK1C_xy�aQC-Up81?17Epgz1Ulh0_UUisqoHZtnwghtuRLyJSyMJOL 5-0-] 10.0.> i 1C-01-e P-0-6 , 01-8-9 �_ 46640 � 339-6 3}1Y0 3 1 � 5-1-I - ' '4-11-0 4-01-0 ' 2-0-0� - 4-8-0 e8-0.. . 3<42 ' <d-t0 0.1t ' 4x4 Q �Srale=196S 8.00 12 5 3x4 II fi 3x4 i 2� 4 22 3x8� 3a8 i ] 3x4\� .3 9x16MU6H�/ �'' 4 00 L Z g �x6 II 9 5#i� � io t �^y . ] 15 ���2 v d 0 16 io� 20 23 24 Bx12 = h18MTiBH= 5�= 19 t8 a�= 14 t3 <�° 3x4= 6xB= 3xG �I 3x4 �� 6� _ ]E-05 ]d-9 4-1-0 48-0 4Ad 0 -42-H-14 4-1-i}tt�0 �i Plate Of(sets(X,Y): f5:0-&1,0-&0�,�8'0-3-3,0-4-8�,ry3;0.3-8,0-&0� 115:0-60 0.54� �17:0.5-8 0.4-0� LOA�ING(psQ SPACING g0-0 C51 DEPL in (loc) vaen LPo PLATES GRIP TCLI 30.0 plaleslncrease 1.�5 TC O88 Vert(LL) -0A21546 >966 360 MT20 197/144 (ROOfSnovr-30.0) �umberinaease 1�.15 BC 0.87 Ve�(TL) -0.841546 >48� 240 MT18H 1971194 TC�L 10.0 Rep Stress Inu YES WB 092 Hoa(TL) 0.31 71 nla n/a BCLL 00 ' CodeIRC201NPi20W (Matrbc) Wntl(LL) 0241Si6 >999 240 �Weight2111b FT=S% BCDL 10.0 LUMBER BRACING TOP CHOftD 2x4 SP No2 or 2x4 SPF No2'EzcepC TOP CHORD� Struclural wood sheathing.tlirectty applietl or 7-G7 oc purlins, 8-12 2x4 SP No2D BOT CHORD Rigid ceiling direaly applied or 6-0.0 oc Gracing Except BOTCHORO 2e4SPNo.1'6ccepP 1Rowatmitlpt Si7 148:2c4 SP No2 or 2x4 SPF No2,6-�8:2x4$P No.3 or 2x4 SPF Stud VvEBS 1 Row at mitlpt 419,519,7-17,8-i6 1517:2x6 SP No.iD MiTek recommendsihat Stabilize�s anC requiretl aoss bracing WEBS 7x4 SP No.3 or?x4 SPF Stutl'Except' be installetl tluring tmss e�ection,in accortlance with Stabilizer iP15,13-15:2x4 SP No2 or 2z4 SPF No2 ' Installation uitle. WEDGE Left:2x4 SP or SPF No.3 or Stud REACTIONS (Ib/size) 1=1491/0-3-8 (min.0-2-10),.11=1529/0.3-8 (min.0-2-1) Maz Hoa 1=252(LC 10) MaxUplittl=-100(LC 12),11=153(LC13) Max Grav 7=1680(LC 2),11=7769(LC 2) ' FORCES (Ib)-Maximum Compression/Maximum Tension �TOP CHOR� L2=2557/307,2-3=2347/308.3-4=2147/338,4-5=-1785/340.SL=21871424,621=2174/348,21-22=-2182/333. b22=2294/319,7-8=-3563/416,&9=695fiq81;&1�=-6914(773,10.11=4386/519,1142=0/27 BOT CHORD 7-20=2 202011,20-23=703/1726,23-24=-103/1726,19-24=103/7726,i8d9=48/150,17-18=74/�,617=366/i41, 16-1�=-1652892,15-t6=-590/6092,14-05=0/9t,9-15=121/66,13-14=-66/589,11-13=435/4079 VvEBS 2-20=-264/t73.420=48/465,449�=-697/205.519=230/178.1749=0/1422.5-17=232/2033,7-17=-169U240, 10-15=199/2444.�0.t3=�341/199,746>86/133�,13-15=394/3734,ed6=-3388/449.8-15=107/1234 NOTES (��) 1)VuSntl:ASCE 7-70 Vult 126mph(3 secontl gust)V(IRC2012)=100mph;TCDL=6 Opsf;'BCDL=6.Opst;h=25fl;Cat.II;Exp B;encbsetl; ,i:.: MVJPRS(envelope)gabie entl zone antl C-C�Exlenor(2)'zone;can[lever.left and right ezposed;GC for memCers antl forces 8 MN/FRS µ l � � � Tor 2actions�stiown LumbecDOL-1 60 plate gnp DOL=1.60 '�i � �:�? li�' 2)TCLL:ASCE]-10,Pf 30 0 pst(Offi mof snow)j'Category II;Exp B�,?artialry�Exp,Gt=1.1 '� �� /�, •� 3).Unbalanced snow loads have beem m�sidered brthis tlesiga `� � ""� �{ , % A)This truss has been tlesignetl(or greater of min roof live loatl bf i6A'psf or 1.00 times flat roof loatl of 30.0 psF on overhangs : �ti� . c�,'��T�Ao^ &� i nornmnwrtentwithot�erliveloatls. - •'P�,% ��"• �� � 5)All plales are MT20 plates unless otherwise intlicated ��� '� - -�.- -- 6)T�is Vuss has been designetl for a t0 0 psf bottom chordlive loatl nonconcurtent with any oNer live loatls. ��l �.�f � � , _ 7)'This Wss has been tlesignetl for a Irve loatl of 20 Opsi on the botlom chortl in all areas where a redangle 3-6-0tall by 2-0-0 wiGe will �-'""+- � �� (��' ��.��� C' _ (t belween ihe Oottom chord ane any other memDers wdh BCDL=.10.Opsf. .f�� � �F! F �-� - B)PmviOe mechanical connection(by olhers)of truss to Eeanng plate capable of wRhstantling 1001b uplRt atjoint 1 and 1531b uplift at �9 ,���r � ,y.;� -�� � jointii. ��"��. 1',"rrJ'''.`�•'' :�\ :� � .. Continued on Pa9e 2 .;:^�J����)/.,,4.. i�I/Y!-�'� ��: /,�� .�..i_ l� '�rf��lllUtll\1\���• � W6RMNC Ymfyd g �pawret dRFaD�NOTtSONINISdNDfNCLUDFyAII]EF"XFSERENCEPdGEHIf]t]3BEFORE(ISE �E�iNEEai�.�� �esg Iltl i a ry fF MT k � A' d gn ba+'ed �M1/opon paom t sFown tl' f 'nd itl I b Itl p omponenf. Apd bAty itl 'g�pa 1 ontlp pe ' rpo�rofi fcomp �e po ibltyotbold gtl 9 rothvstl p .Br 9sbown �IS far lateml wpport oi ntlivdual aeb m mbers onN.ntld t onol temporary brocing b Inwre s1obIGN donrg conshuctim¢ihe resporrs tilliry of ibe e�ec�w./�ddlfionalpa'monenibmcingotTeovero0�sirvcfureisHleresponsldliryof�M1ebulltlirgtlesgne[FW9ene�olguitloncerepwtling � ntdliiknlAlla::. fobncofon,qoolily wnVOl.slomBe,tlelNery:erect'ron ontl bmcin0-��zuX".�pN51/�PIl Qua CMetla.USE-89 and B6i BWIEInO CompeneM SaMylnrormaNUn ovailobkfromimszPlo�elnstiWte,48YN-LeeSnret:Suite312Alexondno.�AT131d. Bi85ountlsitleRoaE IlSnuvhemPiM W lumbmis <iRetlnM1edmi n�alaesare�bmeeMenixOn 01 3013b Al5( EOer�on,NCD932 Jab Tmss. TmssType� �ty Ply E71615]] ORDERS EA-11706 SPEG 1 1 � Job Reference o tional NVRHOmes, % 7.35055ep262012MiTeklntlushies,Iric,�TUeNOV0507:41:122013Pa9e2 I�:CiM_qoULnVLbNLTyrKiC_xyua�GUpe1?VEpgziUlhO_tdWSqoKrtnwgMURlyJSyMJOI NOTES (11) 9j Tnis Wss is designetl in accordance with Ue 2012'Intem2fional Residential Cotle sedions R502.17!t and R802.102 and�referencetl�standard ANSI/iPl 1. -- _ _ 10)"Semi-rigid pitchbreaks incWCing heels"�Member entl fixAy.motlel was used in the anatysis antl Cesign of thi5 tiuss:� t i)Designs checked for ASCE 7-70 wintl at t26 mph(&secontl gust)is equivalent to IRC20�2�100 mph,wintl 2actions x 0.81 will atljust wintl load reaction to a speetl of 90 mph. LOADCASE(5) Stantlartl � tVMMAG-Ymfyd 9 p^ rsnrt � dRFADNDTESON.IHfSdNDINLLUDEDAIIiF1rREFEREHCEFdGE}41]i�3.BEFORfiUSE, ruriueFairr�� 9e g Id/pmeo ly- fFMT k � �iM1'-tle9gn bosad� Nupo pQ 1 sM1rnm tl' ( 'ntlmtl Ib Id pco po enf Appl tiflyotCesi9 P � i rsantlp P P � f mp f po biByo�buitlng ' 6 no�t� d 9 .B n0�own �is� I t I ppotlof E CoolweEme � onty Atltl� It p ayM 'ngfo smesbbity.d " gc sM1u 1 ' iM1eresponsblliFyoithe ecbc htltlifionol pemw0e��kvOCiOB o�me overoll shaciure u me�efponmb'll�y of�he builSng tlesgner.Fa BeOeml Bu tlanre reppMirp h1.11'?F r Alla�S fabrcaYwn.qVaf�ymnhol.sloroge.delivery,erxtionantlbrocnBCOnSUX qNSVIPIiQUaINVGHeda,OS6A9antlBC510uAEinpCOmponent ialehlnbrmollon o Iab4homimssPloteln5!IWIe.2Bi�N.LeeSireet.5urie312,Akxontltlo,VA4Zi14 � Bi05ounUSiaeRoatl 111ouchernCY�e W lumberis c�ed.�M1ede.i nmipeu� t� s eMCiive p] 1013h�AL5C� EJeMOp,NC2)932 �ob Tmss Tmss Type aH Ply E7161578 OR�ERS EA-117W SPEC` 1 1 � 'JotiReference o tional - NVR Homes, X 7350 s$ep 26.2012 MiTek Intlustries,Irw. Tue Nov D507:41:142013 Page 1 � ID:CiM_qoULnVLbNLTyrKiC��xyua�GRCPoQZeULIDIj3r061MM6HVetlZGOaBAMIq30KyMJOJ -��p s-ia � io-a� � ia-n-a .n-ae I si-e-e � �s5-a-m � sass s3n-o a-m . _ .._ - o-ii-0 s-i-r--� a�i.i . , -..a-n-� ' x-�-o a-e-� -. . _ aai' armz a-i-m an- - _ -.._. aziz o Sra�e=l:n.a B 00 12 8 3xA I I ] 3z4 i u 3>6� 5 23 3x8� 8 yd \\ 4 9x18MT18H // �"� 4.OD uL 3 g 3xd I� 10 Safi� 11 � N12 B 18 ��t3�ald �d Bx12 = �� 9i18MTi8H= Sx1 II 21 I4 25 20 19 15 14 4xB= 3xa= 4� _ 6sB- 3x0 II 3x6 II fi� _ ]L-05 ]<-9 24-0 481 ' IA4 -13-1144 4-0-00 PialeOffsets(XV): �2:0-3-8Edqe� �6'0.&iD2-0�'f9:0.330A-B� f14:0.380.3-0� ry6:0-6-00.&4��ry8'.0-5-80.4-0�� LOADING�psQ SPACING p.p-0 .�51 DEPL in (loc) I/tleFl Lltl PLATES GRIP TCLL 30.0 p�a�eslncrease 1.15 'TC 0.88 Vert(LL) -0.4216-17 >968 3fi0 MT20 197/144 (ROofSnovr-30.0) Wmberinuease 1.15 BC 0.87 Vert(TL) -0.8416-17 >480 240 MTiBH 197/144 TCDL 10:0 qepStresslna YES WB 0.92 Horz(TL) 0.30 12 n/a n/a� BCLL o�4 ' Code IRC2012lTPI2D07 (Matrix) Wnd(LL) 02416-17 >999 24� Weig�C 2131b p7=5Yo BCDL 10.0 LUMBER BRACING TOP CHORD 2e4 SP No1 or 2t4 SPF NaYExcepC TOP CHORD Strvdural wooBSfieathing directly applietl or 1-E9 oc pudins. 9-13:2x4 SP No 2D BOT CHORD Rigid ceiling tlireclly applietl or 6-0-0 oc bacing. Fxtept BOTCHORD 2x45PNO.1 'ExrepP lftowalmidpt 7-t8 2-19:2r4 SP No2 or 2x4 SPF No2,7-09:2x4 SPNO.3 or 2e4 SPF Stutl WEBS 1 ftow at mitlpl 5-20;520,&18,Si7 �6-18:2x6 SP No.1D Mi7ek recommends t�at S�abilizers and required cross bracing WEBS 2x4 SPNo3 or7x4 SPF Stutl'ExcepY be installed tlunng lmss erection,in accortlance with Stabilirer iL76,1446:2x4SPNO2or2x45PFNO2 Installation uitle. WEOGE Left:9c4 SP or SPF No 3 or Slutl REACTIONS Qb/size) 2=1562/0.&B (min.0.2-12),12=1528/0.3-8,(min.0.2-7) Max Hoa 2=-256(LC 10) Max Uplift2=121(LC 12),12=d53(LC 13) Max Grav 2=1768(LC 2j,12=1768(LC 2) FORCES Qb)-MaximumCompression/MaximumTension TOP CHORD 1-2=0/32,2-3=-2569/300,3-4=233fi/302,4-5=2135/332;5-6=7783/339,6-7=-21&1/422,7-22=2170i346, 22-23=2788/329,&23=-2291/317(&9=3539/414,9-10=fi9491777,10.11=6907/768,1142=4384/517,12-13=0R8 BOT CHORD 221=215/1998.21-24=101/1721,2425=101/1721.20d5=-10111721.19-20=-18/153,18-19=74/0.7-18=380/147. 1]-18=1632888,1617=586l6086,15-76=0N1,10-16=122/66,.14-05=-66/588,12-14=433/4075 . _ _.__ _ .. _. . WEBS }2�=-p55/t68,S21=45/456,�5-20=693/205,620=236A17,A8-20=0/1419,618=2312059,8-18=1493/239, 1146=�97/2441.71.14=-1339/198,&17=85/1330.1416=39?J3731,317=3385/447,316=101/1233 NOTES (��) ,,.. / 1)WSntl:ASCE7-10;Vutt=126mph(&secontl gust)V(IRC2012)=t00mph;TCDL=fi Opsf;BCDL=6.Opsf;h=25tl;Cat.II;Exp B;enclosed; � ' ' f � MWFRS(envelope)gable entl zone and C-C Extenor(2)zone;wntilever left antl rght exposeG;C-Ctor members and forces 8 M'✓JFRS �� r � [�_. y, '/�jl fwaactions shown;Lumber DOL 1 6o plate gnp DOL-1.60 � . �, 2)TCLL:ASCE 7-10;P1=30.0 psf(Flal roo!snow);Category II;Fxp B;Partially Exp.;Ct=1.1 ��� ' � ' <y ' " ,:iTr'.; � ,n �. 3)Unbalancetl snow loads haoe been consitlered lor this Cesign. _= � .-.�:��>: -�h.7.. �s-, � 4)This truss has been tlesignetl for greater of min roof live IoaC of 76.0 psf or 1.00 times Flat roW loatl of 30.0 ps/on overhangs � \' -.`<�;� _ nonconwrtent with other live loads � �--���" - 5)All plates are MT2�plales unless otheiwise.intlicatetl � {,... �, �;" !�e ��y(�j >C�'�) tY ^ 6)This truss�as been tlesigneG for a W 0 psf botlom chord live load nonconcurtent wdh any other live loads. �� ,�. � ,e� / �'This tmu has been designeE for a Irve IwC of 20 Opsf on Ne bottom rhord in all areas where a rectzngle 3-6-0 tall by&0-0 witle will s�-'x�r f'r�J 'U ��`� _ frt behtieen the battom chortl antl any o[her members,wtth�BCDLp�tO.Opsf. _ ,:1/ (a �� C �� - 8)Pmdde mechaniwl connection(by others)otiruss to�ea�ing plate capable of withstanEing 421 Ib uplift atjoinl2 and 1531b uplift at 3��� �� �h4,��� 7�� �� joint�2. �ly!� )'� �� ;l���y ���` Continued on p a ge 2 ,,/�///1 fl!I�1 lll\l��\\\,\ A WARMNG V ( t -9 p�rrs �f d RFaD NOTES ON.RIfS dND(NCLUDFD A41Et'REiERENCE PdGE141]a�3 BEFORE USE. �E�rw�er � De 6 I tl I� � o N iM1 N�i k on t iM1k C vOn ba etl N Po P ( h vm C � 'ntl vW I b Itl'rg compa.ent. APPIC bfN iL g P � ��ProP I ry fion �mmpo te P blity iWYdrgtl 9 �1 ii� 9 � gzhown ¢i I f mlwpportoi C tl olv.ebm mb ly AtlCf tl pomryb rpt 'wrexlab4Htl ' g trv ib - iM1e�esponLbilNofl�e ec� �AtlditiarwlperrtionenibrocingoRheovem�sfrvcfurc'siFemspor¢IDN}yoftM1ebuiltlinptl sgnecFOrgeneralg�donceregartlin8 �IAIbxA�NIaV� fabrica' quafityconfrdsiwoBetlel ry �ec�ionarWbtocn0�corssolt�, �pNSIRPII�uaIMVCMMO,0i6-89onC9CSIBUOtlInqCOmponen� Sakyl i lion v loblehomimnPlof I s1i1Ne:281 N L e5hee1.5uBe311.Alexontlm.VA2Zild. B1BSOUnEVtleRoatl IISav[Aern0l� SClwnbvis 1lW,tlretln� nralw5ne�hastelleaimO60130136N15C E4en�on,NC2]933 Job Tmss imssType Qry Ply E71615]8 ORDERS EA-11]Ol SPEC 1 1 Job Reference(op(onall NVftHOmes, % � 7350sSep262012MiTeklntlusVies,ir�c. TueNOV0507:4t142013 Page2 IO:CiM_qoULnVIbNLTyrKi C_xyua�GRCFD4ZBULI01j3r061MM6Hv8dZG0aBAMIq30KyMJOJ NOTES (11) 9)This truss is Cesignetl in acco�dance wilh ibe 2012 Infernational Resltlenlial Cotle sections R502.11.1'and R802:102 antl referencetl slantlartl ANSIfTPI 1. 10)"Semi-rigitl pdchbreaks including heels"Member end fixtty motlel was used in lhe analysis and design ot Nis truss. 11)Designs checketl for ASCE7-10 winC at 126 mph(3-sewntl gusp is equivalent to IRC2012 700 mph,wintl reaclions x 0.81 will atljust wintl loatl readion)o a speetl of 90 mph. LOADCASE�S) Standard VWAFMAG-Vmfy�ies.g puw t dRPADNOSFSONIHfSdNDINCLUDEDMflElCRP3'ERF.NCEPAGENIf]a�3RFFORSUSE. evciHEeniv;ar Deig� aLd t o ly 'Ih hVi k n 1 ib tleslB� b etl h Po � � M1 ,and'a fa an nd'vdual bo kl n8 componenf. ����/n� Appl ti Ity f tl ign pa t and p pet paro0 f p n�e Po bAity f b 1Cng tlespna no�fms tlevgner Br 9 s��T! rs�i m- isMlalemlzopporl0fntlivldualwzbmembersonry.Atldtlwnolfempworyb n8fonmret�abAtytlunn➢�^simtfonutheresponibllryoffhe ��g ec�a. Atltli�ionolpertmnenibo[inBO�iFeovemdihucivrei5lheresponlib}i�yo��hebvildingdesgnecFwpenemlguitlance�egwdiiig ' nldliak?Iflllatt foWCOtonquoltyw h I �" pe.tlal ery - 9ontifitlb g� B qN51/�PllOuoI1ry GIIMa,�56-B9antl0618u0tlinOCamponenl iakry lnlormat�on a a lobk hpm imn Plofe IrufNte:481 N.Lee Street 5oi�e 314.Alexor�dno Vq 4Zi16. Bt8 SounOSiEe RoaE IlSauvAemPIM SP�lumb r'u If�ednFed<i nnWesaretnouelle:nve0o 01 }013� ALY EEenron,NC99]3 Job Tmss TmssType p,y Ply. E70W190 ORDERS EA-11708 COMN t 2 J bR f l f Il NVRHwnes, % ].35055ep262012MReklntlLLSides,lnn TueJu13013:56:4]2013 Pegei 10 y13oUyEgOFyC.E6uWfFK?yu7N-0RVZtN(UOZ6ZhhpgREGKCVKNBC'lgOxGs�/y9m4ys12U sai � sai-e � siais � ii-n-o -' - -� � —3-0-1 2-H-] 2-11-] " -- 3-04 - Sa6 �I Scale=1:C33 3 11.00 12 8 9 3x< \\ 3x4 �� 2 4 5 1 � �a � e s.io II a,�= e,�= s.io II l�i'-a Lii-z ii-n-o ' &1Lt4 311-5 3-ti4� Plata Of/sets(X Y): [7:0.58 EEqe� �5:0.58 Edqe� �6:0-9-0 0-4-8� p:0.4-0 0-4-8� LOADING�ps� SPAGWG TCLL 30.0 2-0-0 CSI DEFL in (loc) Udefl Lld PLATES GRIP (ROOf Snrnr-30.0) Plates Inuease L15 iC 027 Vetl(LL) -0.04 G7 >999 360 MT20 197/144 TCDL 10.0 Lumberinaease 1.15 BC 075 Vert(fL) -0.09 67 >999 240 BCLL p,0 ' ReD Stress Incr NO `NB 0.62 Hoa(TL) 0.02 5 Na nFa BCDL �p,0 CotleIRC201NP12007 (MatrOQ WinG(LL) OD2 67 >999 240 WeighC1531b FT=S% LUMBER BRACING TOP CHOR� hd SP No2 or 2x<SPF No2 TOP CHOR� Structural wood sheathing Cimclly applietl w 5-&2 oc putlins. BOT CHORD L6 SP No2 BOT CHORO Rigitl ceiling tlirectly applietl or 1640 oc Cracing. WEBS 2x4 SP No.3 or 2x4 SPF Stutl WEDGE Left:2x4 SP or SPF No3 or$tuQ RighC 2u4 SP or SPF No.3 or Stud REACTIONS QWSize) �=sa�s�aa�s �min.az-ii�,s=se�sio-ae �„�n.aza�) Max Horz 7=118(LC 9) Max Uplif�'1=33(LC 11),5=33(LC 10) Max Grav 1=a559(LC 2),5=4559(LC 2) FORCES (Ib)-Maximum CompressioNMaximum Tension 70P CHORD 1-2=4407/61,2-8=4139/107,18=-4051/119,3-9=�052/119,4-9=-4139/107,4-5=-4407/61 BOT CHOR� 1-7=54/2807,6-7=-75/2023,5-6=6/2807 WEBS 2-7=37/324,3-7=93/2882,16=93/28ffi,4-6=37/324 NOTES (12) 1)2-ply truss ro be connecled to9ether wRh 10tl(0.120'k3")nails as follows: Top chorES connectetl as fallows:?x4-1 row at 0.30 oc. Bottom chortls connec[etl as folbws:2x6-2 rows staggeretl at 0.6-0 oc. Webs tonnecte0 as follows:ls4-1�ow at 0.30 oc. 2)All Ioads are wnsiAeretl equally epplied ro all plies,except H notetl as front(F)or ba<k(B)face in Ne LOAD CASE(S)section.Py lo ply mnnections have been providetl to tlistnbule only bads noled as(F)or(B),unless otherwise intlicatetl. 3)Wnd',ASCE 7-10;Vutt=126mph(3-second gusi)�VpRC2012)=100mph;TCDL=6.Ops1;BCDL=6.Opsh,h=25tt;Cat.II;Fxp B;encbsetl; MWFRS(envelope);cantileverv left and nght exposeC;Lumber DOL=1.60 plate gnp DOL=1.60 ,.i��,::-,,;:,, 4)TCLL:ASCE 740;M=30.0 psl(tlal roof snoui);Category II;Ezp B;Partialy Exp.;Ct=7.1 � � ' 5)Unbalancetl snow loads have Eeen consitlered forthis design. ���� � T t V �� 6)This truss has been designeG for a 10.0 psf bottom cho�d live load nonconcurtent with any other live loads. ��� `,� � � .� 7)'This Wss has been tlesignetl for a live loatl of 20.Opsf on Ne bottom chortl in all areas where a rectangle b60lall by 2�0 witlewill � ..� � � 'u (R beNreen ttie battom chorE antl any aNer members. � <� ""`'%:i=;,=, !-'l_� 8)Provide mechanical conneaion(by others)oi truss to bearing plate rapable otwiNStantling 331b uplift atjoint t antl 33Ib upliN atpint � :�;t`• " 5. - 9)This tmss is tlesigned in accortlance wilh Ne 20121ntemational Resitlenl'al Code sedions R502.11.1 antl R802.1�2 antl referencetl ` �/ .��,(; .n _ stantlertl AN51lTPI 1. ^ �!�'`� r � �� r� " t0)Girder carties tlnin span(s):298-0 hom 0-0.0 to 71-71-0 ��� ".fC�'P�)d"r���j` ` 4 2 i t)'SemFngiC pilcnDreaks inclutling heels^MemEer end(uciry moEel was usea in the anatysis anE tlesign o1 Nis Imss. 41�,:;��F J�I `� � '� 12)Desgns checketl lor ASCE 7-10 wind at 126 mp�(3seconA gust)'s equivalent m IRC2012 100 mph,win0 reactians z 0 B1 will aGjust ���J�U.'�• �� �� vhin$doa�tlp�a�n to a speed of 90 mph. //�S/ � ��^\�\� Conti u o g JU�''����i(�'iiii't"����, VWdRNlIlC�YmiJydcignparanrrtmandNF�1DNOiESON�IHISdNDfNCLUDFDA0TE1fREt'EREFCEPdGF.NIf�%i/3HF3'ORSUSE. �p�inFEq�� Devpn wW�a uze oNy vnlh ALTek COnnC[Idt.Rie tlesign c W5M oMy upon pammettts sMven.aitd h tw on'u�divdwl Wiklnp componen�. APdkotifty ot tlaqn porometers wq propninrnrpppfion oi mmponmt c raporubGN ot tiuidup desipr�-rrol M1us tlesqr�er.&atlig Awm obh�emisuvwNOtintlF.id�dv.ebmerN�smry.�ddiiioriatemporarybracn0�a�restaESrytivnnOmremictbn'siM1erespo Diityoithe edp.AtltlitimN peerrqnent bocin0 al�M1e oveml ihuc�urc u��e revpontitfiGfy oI1M1a b ltli�'q despnec fw Benerol Witlanca mpardin8 �IAI Vrh nlAll.-�4 �abrka�ion,qualM wnfrd,sforape,delivery.erection onC bmcin8��oissvX �-qN51RP11 Qun�1ry CMMa,056�89 ontl EC51 EuOtllnp Cem0enml Sakrylnlwmolion ovoibbkhomimssPlotelnzfilute.4BIN.Lee5trea6SUi�e312:Alexantlno.�.Vq]Zlll B1BSOUntlsideROaE IlSaueM1.mD6�e5Glu.nl�eris �1 netlesln.alueaariM1ns Xeaxbe0601�i013 AlSC EDenton,NC2]933 Job Truss Tmssiype Cry Ply E]009190 ORDERS EA-11708 GOMN 1 2 JoD Refererce o tional NVRHomas, X 7.350s5ep262C12MReklntlustrios,Inc. TueJu13013:56:472013 Page2 . ID:y13aUyEgOFyCtE6uWiFK7yuZAr-0RvLn%U�Z6Zh�pgREGKCYKNBO?gAGsiVy9m4yst2U LOADCASE�S) StandaM ' 7)Snow:Lumber Increase=1.15,Plate Increase=1:15 Unrform Loatls(D1� Vetl:1-5=602(F=562),13=65,�&5=65 � WdRMAG�Vmfy�la�ionparcvncLmaridRPeDl10TPSONTTffSdN�IHCLUDFDAIITE1fREFEREA'CEPdGEIDI��6]3HFFORSIlSE. w�veeais;er Despn v3N fw��e mN`^��hµTek mn�cfai.i�e des9n e W5N m�y upan paometers ihwm,aM u fw an intlivdwl Wltl'vq CompoMn�. ���� Appf obilyO�tl¢sgnp�mrt'elersontlpope1incwpwaliono�cwnponenl5responvib�TT/olbuYtlingtlesip�-no��rvstletipMr.6�adrps�Own o tw lateral suppM oi indMdual vmE members onN�Additionol temparary bracirq Io in�re stobiliN dunrp con�4vction e�Fe responsibJtlry ol iFe ¢IecIIX.AtldillOrwl perrtwn¢nt GOCinO OI MP Ovarol stNCiWC u iM1¢feworvib5ly of�hC huiltlin0 tlesgnIX.FIX gmerol pudancC fepoNVp ALII IaY+IAllate bbkalim.qw6ryrmlrolstao0e.deWery,erec�onantlboc'ug.wruWl �N541�I1Quap�.CrltMa.OSE-89anEEGtIluOElnpCOmpenmt B1BSOUMVOeROaC SaAtylntamo�bn awbWehunir�ssPlo�elnsliNle.ZBIN.LeeSfreef.SUte312nleianrYU.VnY131a. 11 FemPl SP lumb rl Fe n.abe ihcu X m 1 ]Ol3b AlSC EJeMOn.NL2)932 Job Tmss TnissType pty Ply E7009191 ORDERS EA-11709 COMN 1 1 Jo0 Reference a li I NVR Homas, X l3W s Sep 262012 MRek Indusmes,Iric. Tue Ju13013:56:482013 Page 1 IO:MgExquSOT6iM5xjx8ZUKM9yv1Z8v-UtlTx07X68sE�JrOS?xoLItSN1QyIVA?w9ijlWyst2T �6t1.a� StLB H-ti-o x-1 1641 �0.11-C ' S.11-8 ' �-1t-8 041A � -- pY5- Srsle=C43< 4 11 12 1200 t2 3x4 �/ 3x< \� � 5 3xa/i 3aa\� � 2 8 �1; ms II 9 8 �� a� II 3v4 II 5-1 A 14La 5-01-8 5-it-0 LOADING(ps� SPACING y-p-p C51 OEFL in (loc) VCe9 LM PLATES GRIP TCLL ��0 plates Inuease 1.15 TC 0.69 Vert(LL) -0.03 2A >999 3fi0 MT20 1 W/144 (ROOf Snrnr-30.0) (.umber inaease 1.15 BC 0.42 Vert(TL) -0.07 2-8 >999 240 TCDL 10.0 RepStresslnu VES WB 0.13 Hoa(Ty 0.01 6 n/a Na BCLL 0.0 ' CodeIRC201NP12007 (Matrirz) Wnd(LL) 0.03 2-8 >999 240 WeighC581b FT=5% aco� �o.a Ll1MBER BRACING TOP CHORD 2e4 SP No2 or 2x4 SPF No2 TOP CHORD SwRUral xrootl s�eathing Girectly applietl or 6-0-0 oc putlins. BOT CHORD 2x4 SP NO2 w 2�c4 SPF No2 BOT CHORO Rigitl ceiling direclly applietl or 10-0-0 oc bracing. WEBS 2x4 SP No.3 or 9x4 SPF SNd M7ek recommenHs that Stabilizers anE requiretl aoss b2dng SIIDER Left 2x4 SP or SPF No.3 or Stutl 4-2-5, be inslalletl dunng.Wss erection,in accortlance wiN Stabilizer RigM 2x4 SP or$PF No.3 or Stutl 4-2-5 Install ti uitle. REACTIONS (�D/sae) 2=645l0.38 (mia 41-8),6=6450.3-8 (min.0.1-8) Max Horz 2=760(LC 10) Maz Upidl2=41(lC 12),6=-01(LC 13) Mac Grav 2=677(LC 2),6=671(LC 2) FORCES (Ib)-MaximumCOmpression/MaximumTension TOP CHORD 1-2-0r33,23--fi3503,3-11=-W2R4,471�61A00,a12=-461/100,5-12=502/74,b6=634/73,67=0/33 BOT CHORD 2-9�(589,&9=0(l89,&10=0/389,G10=0/389 VJEBS 48�/325 NOTES (10) 1)Wnc:ASCE 740;Vu11=126mph(lsecond gust)V(IRC2012)=100mph;TCDL=6.OpsQ BCOL=6.OpsY,h=25ft;CaL ii;Fxp B;enGosed; MWFRS(envelope)gable enE zone antl GC Ezterio�(2)zone;cantilever lefl antl righl exposed;GC for members and forces 8 M`NFRS for readions s�own;Wmber DOL=1.60 plate gnp DOL=7b0 2)TCLL:ASCE]-10;Pf=30.0 0�(��roof snow);Calegory II;Ezp B;Patlially Exp.;Ct-1.1 3)Unbaiancetl snow loatls have beem m�sidered for Nis tlesign. 4)This Uuss nas been tlesignetl(or greater of min roof live loatl of 12.0 psf or 1 00 times 9at mof IoaE of 30.0 psf on overhangs non-conwrrent with other live loatls. 5)This Wss has been tlesignetl(o�a 10.0 psf Uotlom chortl live loatl nonconcurrent with any oNer live loatls. 6)'This W ss has Eeen designeG/or a live IoaE ot 20.Opsf on ihe Oottom rhortl in all areas where a mdangle 36-0 tall by 2-0-0 witle vnll . . _ Po CeNreen Ne botlom cliortl antl any oNer mem0ers,vnth BC�L=10 Opst ��:��•""'�'i J)� i 7)PmviCe mechanical conneaion(Gy omers)ol wss to Ceanng plalewpa0le of wdhstantling 41 to uplRl at joint 2 antl 41 Ib uplift at joint `���� �'�'q-' �"/��, 6. ��, n\�. : <��i,� •,�i B)This Wss is tlesigneE in accortlanca with ihe 20121nlematianal Resitlential Cotle sedions R502.11.1 antl R802.10.2 anC referencetl �.y�,� " '- ���/y,'� s�andafd AN51(�PI t. � '����''�j�, t7�^ � Z" ' ;4,".(� G -. 9)"Semi-rigitl D�Ubreaks inclutling�eels'Member entl f¢dy motlel was usetl in lhe analysis anE design of this truss 2 ,? �� , ._ 10)De�gns fhacked for ASCE 740 wintl at 126 mph(3-seconA gust)is equivalem to IRC2012100 mp�,wind reac]ions z 0.81 will atljust - �� ` �c�.-i�.�_'.__.'_. win0 ba0 reaction to a speed o/90 mpli. �^ ��..,, _ , -�,�:/j �;)� �U�`I<'�� • � />::�,�;d :�Y�S� r � VJ LOAD CASE�S) Slandard \,1;.-'e�- /�.,�(�'vr� -����f�.��rl���4yp�r�_ �, �:iy�� •,...... � . .l U� ���`%,;;��h'n i im�vr`,: VWdRMAG�VenfydcsignpaiamefmandREIDNOTESONlHISdNOiNCLfIDF�AIIIt'!!REFF.RElVCE/'dGEHIi�]4��AEFOREUSE. �E�ixFFq�� pe9pn wGtl Ip Vfe only rri1Fµiek Conrcc�o's.IM tle9p�e UOfttf only upon pvvme�ers 51rovm.antl o(IX an iNiW WI buiWVp coRponent. �ppiwMiN oltletlpn porameters md poper'vcapwalion ol cortpariml rt rezporivbiity ot buiduq tlevprre+-rwf Rvs dMpner.0mrbig Yrown u fw bterol wp�ah ot"vitli.itlwl�eb ttKnibers Wy.natlitbrwl tenvaivy baciq to vwxe s1aCSh tl��irq mnsfruclwn e Me re�poruibi6N ol Ine Ma.AtldiLOMI pemqnmt bocinp O�IDe werolSWCtum u t�e�esponilMflyoi�M W1C'vq tlesyner.Fa 9merol poklOnce r gottl'vp AfAReF:.l011a1a IoMicafiin.quafirycoNrd.stora9e.delivery.ere:.iionarWbmcmg.car¢ul� �XSIpPI1pmIMVUXMO,OS6-l9ontl661EUI1EInpCOmponent 81BSOUnECi�eftoaE Saklyldwmatlon avalbbkfromlmzsPla�elns�iNfe:2BIN.LeeSheet.5uife312Alwanana.Vnszeie. ❑SaucAunG' Vumbvia NM h u nual�esar iho e11 i� J6 01 ddl3b Al E4enton,NG3➢933 Job Tmss TrussType Ory Ply- E1161579 ORDERS EA]1]10 SCIS 1 1 JobReference o tional NVR Homes, X 7.350 s Sep 26 2012 MiTek lntlustries,lnn Tue Nov 0.5 07:41:15 2013 Page i IO:MgExqu50T6�M5rjiBZUKM9yuZBv-vOpAev966bLCL�Qbf?IbNSLG9t0]2pJbPZcwmyMJ01 -0-114 I Cd0.5 I� B-H-H I t30-H I P-01-0 1&104 �0.11-0 - 4-065" C.L3 .- <-13 1-00.5 'Ftt-4 ' Srale=133.1 S,e II a boo u 3x4% 12 3x4� �� 5 3 9 8aB= ia e 3x0 II 3x9 II 2 6 .� 4.00� � Io 4s8% ax6� 6-10-s � n-fvB I it.p-n ,� v-11-o a-to-s -a-ia ata a-�o-s Plate OHSets(X V): I�:�-2-8 Etlqe� �6:0.2-8 Etlpe� LOADING(ps� SPACING TCLL 30.0 2-0-0 C51 DEFL in Qoc) Vtletl IJtl PLATES GRIP (ROof Snow=3�.0) P�ates Inuease 1.15 TC 0.77 Vert(LL) -0.33 &9 >650 360 MT20 197/144 TCDL 10D Wmberincrease L75 BC 0.96 Vetl(TL) -0.66 8-9 >320 240 BCLL 0.0 • RepStresslna VES WH 0.89 Horz(TL) 0.54 6 n/a n,'a BCOL �pp CodeIRC2012/7P12007 (Matrix) Wmtl(LLj 0.19 8-9 >999 240 VJeigM:7016 FT=S% LUMBER BRAGING TOP CHORD 2x4 SP No2 or 2x4 SPF Na2 TOP CHORD Stmctu�al wootl shea�hing tlirectly applied or 2-2-0 oc pudins. BOT CHOR� 2x4 SP No1D BOT CHORO Rigid ceiting directly applietl or&2-0 oc bracing. WEBS 2x4 SP No.3 or 2x4 SPF Stud MTek recommentls that Stabil¢ers antl requiied uoss bracing be instailetl tlurirlg Uuss erection,in accortlance wi�h Stabilizer Installation uitle- REACTIONS Qb/sizej 2=879/0-3-8 (min.0-b8),6=8�9/0.3-8 (mia Od-B) Max Hoa 2=78(LC ifi) MarUplift2=8fi(LC�12),6=86(LC 13) Max Grav 2=9fifl(LC 2),6=968(LC 2) FORCES Qb)-Maximum Compression/Maximum Tension 70P CHOR� 1-2=029,2-3=3621/439,3-N-=2770/239,4-11=27W/259,492=-2700l259,5-12=2770/239,5-fi=-3621/439,6-7=0129 BOT CHORD 240=-325l3289,&�0=328/3304,8-9=32813304,6-8=-325/3289 WEBS 49=�t8/2072,59=857/261,58=0/164,3-9=857250,310=0/164 NOTES (��) i)VJnd:ASCE 7-10;Vutt=126mph(3-secondgust)VQRC2012)=100mph;TCDL=6 Opsf BC�L=6.Opsf,h=25ft;Wt.II;F�p B;encloseQ MWFRS(envelope)gable end zone and GC Ezlerior(2)zone;can,ilever lett antl nght exposetl;GC for members antl forces 8 MVJfRS for reactions showq Lumber DOL=t60 ptate gnp DOI=t 60 2)TCLL ASCE 7-10;Pf=30.0 psf(flat mof snow);Category II;Exp B;Partially Exp.;CY-1.1 3)Unbalanced snow loads have been wnsiGeretl fo�this design. 4)This truss has been designetl tor greater of min roaf live load o/16.0 psf or 1 00 times flat roof loatl o!30.0 psi on overhangs nonconcurtent wiN other live loatls. � - - 5)Thistruss has Eeen tlesi9ne4 for a.10.0 ps�bottom chord live loatl nonwncurrent with any other live loads. 6)'This iniss has been designed for a live loatl of 20.�psl on tM1e bottom cliord�in all areas where a rectangle 3-6-0 tall by2-0.0 witle will _. frt Gehveen the bottom cYiord an0 any other membets. . . .-. 7)Beanng at joint(s)2;6 consitlers parallel to g2in value using ANSIlrPI 1 an91e to grain fortnula. Buiitling tlesigner shoultl verify `���,'•,t`��� �""'��' capacdy of beanng surtace. �ti, �;T';��� 8)Provide mecha�icai connection(by others)of truss to Ceanng plate rapable of wRhstanding 861b uplBt atjoint 2 and B61b uplitt at joinl � �. � �'� � 6. ,'+ 9)This Vuss is designed�in accortlance wkh the 2012.1ntemational Resitlential Code sections R502.1 i.Yand R8�2 W2 anC referencetl ` 1 ,;�i;:�� �i� � �.�; stanEardANSilTPI1. � �:p��.� �%� .� - -_ ' 10)"SemFrigitl pilchbreaks incWtling heels"Member entl fixdy model was usetl in the analysis and design of t�is iruss. �/ �--- _ 11)Designs checked iorASCE 7-70 wind at]26 mpn(3-secontl gust)is equivalenl to1RC2012100 mph,wintl reactions x�0.B1 wlll�d�ust-i '� f G(�G� � _ wintl laatl reaaion to a speed of 90 mpR � - � T��y '+� � R r� , ?f T'I�M t'y!J k� � LOA�CASE�S) Stantlartl , � ��T�/ �,�: `>� '� ,t•. J'� rII��•;• � � '%�"���� li 1 CG! � / :��.� ///�r��Jqi�llVlll���\\\`` V WARNIAC'-Vmfyd gnpu e[ dAFADN��'SONTNfSAM)INCLUDED�9IEYREF'£HENCEPdGEHIfJC]3BEFORS[1SE. E�ixEeaiut;av 'oezig nd� o rywnnv,R k f m a� e� e � N p�� t rssr�ovm e' ni a'a iaiu'ec«rwonent .��p��� qppf MiN�y f d IB P ters ontl p p ncwpwatio O( ponen�¢ blity 0�buPd g tl 8 noH � O 9 .Bm g SM1awn �}q� 6 f lof al suppart o�ntlmdual xcb me b rs only Atltl i I t pwary b 'g t "rwne s�ab I ty tl ' g sim fo ' 1� Pwn bJl ry o�Poe �'�OA� - �w.�Atltlifionolpemwnen�bocngo�iheovemtlsimclures�Fere6poruiblTyof�hebuiltlinBtl sgner.FOrpeneiolgutlancerepartling - . I9�_N.:IOII.+te (oC" M �qualityc �i fi ge.tlelrvery cibnantlbo g��onsull pN51/IPIlpuafilvCrilena.D50�89mEBC51BUIItlInOComponent B185amdvtleRaatl SGIeYYlnl�amallon avaloblehomimssPl f I iN1e:481'N L 5(�ee�i5uBe312Alezantlna.Vq22314. if5aothern9m SP lumherk 'dizd,;pedezi nnWesaretM1aaeeXe<iiveJi p11013b nLX EEenlaryNC3]932 Job imss TmssType Ory Py� E7009193 OROERS EA-11]11 HIPS 1 1 JobR ererice o tional NVR Homes, X 7.350 s Sep 26 20II MTek Induztries,Inc. Tue Jul 30 13:56:50 2013 Page 1 ID:MgFxquSOT6iM5xjx8ZuKM9yuZ9v-RObhZpZMjUUBVeVF7Mq1 qAyk_rSfOHR IOTBqMPyst2R - tU }145 865 8-10.11 1110.13 1&43 19-]-9 Y2.&B } R - �� ii Yt-05 3-00.] 240.) 5-0-p 2-00.i 240.) 3-0-05 dt -- B�A\� 5�'ale=1'G0.8 6 E// 6 t9 20 ] 3�8�/ 3rt�� 13.00 12 5 8 3x4�� �8 2� o 3n4�� '6 4 9 3S>�/ 3�B\� 3 10 2 � ' - t1 ,Z�d b 5� II 1J 16 t5 22 i4 13 SaB II "8 3.8 = 3x4 = 3e4 = � 3r4 = fi.0.5 I 9.10.11 I 1110.12 � 1633 � ]]-4H 8-05 2-10.➢ 580 240.] 6A5 PlateOtfsets(X.V): [7:0-4-120.7A1 LOADING(psn SPACING p-p-p CSI DEFL in (loc) I/dell Utl PLATES GRIP TCLL 30.0 plateslnuease 1.15 TC 0.94 Vert(LL) -00613-74 >999 360 MT20 197/144 (ROOfSnow=30.0) Lumbe�lncrease 1.15 BC 0.41 Vert(TL) -0,1111-13 >999 2C0 TCDL 10.0 RepStreulna YES WB 0.59 Horz(TL) 0.05 it �Ma Na BCLL 0.0 ' CotleIRC2072/TP12007 (Matr&) WnE(LL) 0.02 t4 >999 240 VJeighC1651b FT=S% BCDL 10.0 LUMBER BRACING TOP CHORD 2z4 SP No2 or 7x4 SPF No2 TOP CHORD SWCturel wootl sheathing directty applieC or 2-2-0 oc pudins. BOT CHORD ?x4 SP No2 or 2z4 SPP No2 BOT CHORD Ri9iE ceiling directry applied or 10-0.0 oc bracing. WEBS 2x4SPNO.3or2c4SPFStutl WEBS iROwalmitlpt 7-75 ' SLIDER Lefl 2�4 SP or SPP No.3 or Stutl 2-245, MRek remmmentls t�at Stabilizers and requiretl aoss b2cing Right Dc4 SP or SPF No.3 or Stutl 2-2-15 be installeE Curin9 Wss ereclion,in accortlance with Stabii¢er Installation uitle. REACTIONS (Ib/s¢e) 2=1067/0.3-8 (min.0.2-14),11=1074/0.&8 (min.0�2d4) Mac Horz 2=229(LC 70) Mae UPIif�2�2(LC 72).N=62(LC 13) Maz Grav 2=1823(LC 37),71=1823(LC 37) FORCES (IC)-Ma�eimum CompressioNMaximum Tension TOP CHORD 1-2=0/64,2-3=-1977/156,3-4=d836/781,4-78=-0642/199,.5-18=1541/216,66=1394/275,Gi9=-867234, 1320=867/234,7-2Q=867/23A,7-8=7393/275,&21=1542/216.9-21=164Y/199,9.10=4836/181.10.11=1976/157, it-12=0/64 ' BOT CHORD 2-17=723/1199,1647=76/1090,1516=76/1090,1522=6/865,1a-22=6/865,13-14=0/1090,11-13=20/7199 WEBS 4-77=175/133,517=42/214,515=550/174,6-15=9d/578,7-15=136/140,7-14=-116/612,&14=555/174, 8-13=-02/218.&13=175/733 NOTES (11) 1)NAnd:ASCE 7-10;Vult=126mph(3-ucond gust)V(IRC2012)=100mph;TC�l=6 Opsf;BCDL=6.Opst;h=25fl;Cat.II;Esp e;enclosetl; M WFRS(envelope)gable end zone antl C-C Extenor(2)zone;cantAeve�lelt antl nght exposetl;C-C for members antl forces 8 M\YFRS (or reactions shown;Lumber DOL=1.60 plale g�ip DOL=1.60 2)TCLL ASCE 7-10;Pf=30.0 psf(flat rool snow);Category II;Exp B;Partially Ezp.;Ct=1.1 3)UnOalancetl snow loatls have been considered forNis Cesign. , 4)Ttiis truss has been tlesignetl tor greater of min root live loatl of 12�psf or 1.00 timw flat mof loatl of 30.0 psf on overhangs ' � non-cronwrtent wdh other live loads. ����`�%�, 5)Provitleatlequatedrainagetapreventwaterpantling. - w�'�;� 6)This W ss has been designeE lor a 10.0 psf bonan tliorE live laatl nomm�wrtent wit�any other live loatls. hr, -�;� �'This truss has been designed fora live IoaC of 20.Opsf on the bottom chortl in all areas where a rectan9le&FO tall by 2-0�0 wiEewill •� Tr, ,q'r J�- ft belween the botlom chortl antl any ott�er members;with BCDL=tO.Opst �` � -��� ��r � 8)Pmvide mechanical connedion(by oNers)of Wss to beanng piate rapable of withstanding 621b uplift at joint 2 anC 621b uplitl atpint � ��� '- / � 11. "-'7„�+ �� ��QryOJ °' /� 9)This Wss is designeE in accortlance wit�lhe 20721nternational Residential Code sections R502.11.1 antl R002.102 antl referenced = ..�i .�+ r"`� ��::j-��-I� stantlartlANSI/TPI1. � �,: �, �aKh✓��,,��v�l�` 10)"SemFrigiC pttchbreaks inclutling heels'Member entl frsdy motlel v.as usetl in the anaty5is anE design ol Nis iruss. -, ,,� r � 11)Designs UeckeE fot ASCE 7-10 xnntl at 12fi mph(&secontl 9ust)is equivalent to IRC2012 100 mph,winE reactions x 0.81 will adjust �� -`��'��N ���Y¢ �K,�� ConMW1L�0i�d�1°n to a speetl ot 90 mvn. �ji-^�rs � �� (� � ���,�-� ��i. �QHf1l"�C.i.��\�.i ����/:/t111U11\\\�� � IVdRMAG�Ve.rJyAe�signprtrvrmetmandRFdD.NDi£SONIHISANDfNCLIfilFD�1II]EXREFERENCEPdGP,3fl1�]4��6EFORSUSG. e�rr,ixreFiwnv DasiB�wlid lor use only vnih MRak connec�m.Thu de9p^s bmed onry upon pammefers s�own,arM is�or an irrtlivdual builtllnB componenb ���� AppFCatiOry oi tlevgn pammeiers ar�tl poper Incomoralion of tompanent e respormDiiry ol Cuildirg tle9pner-not hus dailpntt.BrocNp 4�awn htablerolwpportotirdrvitlwlv.ebrtr.vnbesmly.:Atltlilqwllerryforaybockqro'raxostob&rytl�inpcwukuctiwsttreraspo tl�ryoitM1a naclv.ACOifurwl pemvnmt do[mg of the oveml z�rvc�ve 61M1e reqwnvbLry ol IM bub'rq despna.Fn gmarol guidonca repordNp n i.111ax F�Elia W tobrkalwn.qiwlirymnhol.zlwope.tlelirery,eieciqnontlbrocmp.ransul� qNSIRPIIOuaIry�CMMa,DSB-89ontlBC516uptllnpCompanenL B1BSOUnEVtleRaatl SabrylnMmaMOn 'bblehomlrvssVlatelrulitule.2BIRlceShaeC5ufle312A�xaridna.Vq931d. IlSauv�unV' S0 Wmbuis IIiM.�M1etlei nn reeM1m IlealveU60120t3 AISC EEeritm,NC3>9J2 Job Tmss TmssType�� pry Ply- E]009193 ORDERS EA-11]it HIPS 1 1 .lob Referarcn(nnf p NVR Homes, X 7350 s Sep 262012 MiTek Industnes,Inc.Tue Ju13013:56:502013 Page 2 ID:MgExqu$OT6;MSxjn82uKM9yuZBV-RObhZpZMjUU8Y8YF/Mqi qAyk_�StDHRIOTBqMPyst2R �� LOADCASE(5) Stantlartl - � V. WdRNfNG�VmJyd�cg paann dRFaDND1£SONRifSdNDfNCL(IDFl)I9TFXRFlT.R£JICEPdGEHIll4%JBEFOHEUSE. [rv�iHFF.R�N:ev Desg Itlf � o N�hw� kc nect rs Th' tlesign based huponpa � h tl i 'naviduolti�ldnBCOmpment_ ���� �ppl tidry f gnpo m 1 tlprope P�fio t �p �mt'o po tilry /b nd gd 8 �'�otlr�atleugner Bm ngsl�ovm isiwla�emlvpportointlividualnebme bersonN�Atltlitanaliempororybcngfo'nsurextatilhdudng<orulrvcbonuMerezpombilliryaitM1e erxiw.eddifronal pertnonent bmcinB a��he overaR 41rucNre Iz iM1e respondbifiN ot��e boilding tlngner.Fa.Oenerol euitlance regartling ALII Wh GIAIIaF� fabrkotim;qualMconhoLSfomge.tlelivery.erecinnoMbracin0�mnsu0 qN51/Rllqmf�ry CMMO.DSB-09andG6lEVIitlNqCOmpenent Satetylnlormol"ron voiloblehomlrvssPlafelnsBWte.281N:LeeSireet.Suite312.Alezantltla.Vq1?31C. 9195oundsitleROatl If Souche n V'z ISGI wnber 1 weal��ihe dei en aalues ne�Fou etlecYve J6 Gl 2013 h A SC EOeMOn,NC 21931 Job Tmss TvSSType ary Ply E]00919a ORDERS EA-11712 HIPS 1 q' L Job Referercc foaionall NVft Hanas, X 7.350 s Sep 264[M2 MiTek IntluSVies,Inc. Tue Ju13013:56:522013 Page 1 ID:MgExpuSOT6�M5zjxeZyKM9yuZ8v-NOjS_VbOFSMsoSheEnsVVb23Xehk�BabrrgwRtyst2P 3-0-15 fi-0-5 8-1042 131042 169-3 13]-9 '3EA-8 ' �i.is � s.io.�_ I .x-iai�. . sao � s.ia� � z-io-r �� ai-is � � - � � fli12 MTtBH= Saale=1:B6.fi 8� �/ 5 1] 18 6 3�8�/ t2.W 12 aa90 4 � 3x4 O �8 19 3x�O d 4x12�/ 3 8 4x12\� ] 9 � ID d d BR11�/ 15 14 13 �� t2 1'I Bx4 O s.a= io.iz= exe= e.a= Bx8= &0.5 ��0.t]� 1}10.12 1653 Y3-9-B 6Q5 2-t0.1 SAp 3-00.] ' 665 PlateOffsels(XV): f1:0.1-12Edqej �5:43-BEdqe] �10:04-12Etlge� 111:0.386512) (12:0.380.5-4� �13:0.6-00-6d� [15:0.}866-4] LOADING(ps� SPAQNG 2-0-0 CSI DEFL in Qoc) Utlefl L/C PLATES GRIP TCLL 30.0 platesincreau 1.15 TC 1.00 Vert(LL) -0.1010.11 �999 3fi0 MT20 197/144 (ROOf Snow=30.0) Lumber InUease 1.15 BC 0.82 Vert(TL) -02�70-11 >999 240 MT18H 197/164 TCDL 10.0 Rep SNess Ina NO WB 0.61 Hoa(TL) 0.05 10 Na Na BCLL 0.0 ' CotleiRC20tNP120�7 (Matnx) Wntl(LL) 0.0410.11 >999 240 Weight:4221b fT=5% BCDL 10.0 LUMBER BRACING TOP CHORD 2x4 SP No.t�'ExcepY TOP CHORD Structurel wood sheathing tlirectly applietl. 5-6:2n6 SP No2 BOT CHOR� Rigitl ceiling directly applieE or 10.0.0 oc bracing. BOT CHORD 2re SP No.1D WEBS 2x4 SP No3 or7x4 SPF Stud'Except' 573,612:2x4 SP No2 or 2x4 SPF No2 SLIDER Leit 2x4 SP or$PF No.3 or Slutl 2-G0, ' Rig�t 2x4 SP ar SPF Na.3 or Stutl 2-6-0 REACTIONS (IC/size) 7=7481/0.5-8 (min.0.411),10=748B70-S8 (min.0.411) Max Hoa 1=171(LC 9) Maz UptiR1=55(LC 10),10=55(LC i t) Maz Grav 1=9283(LC 34),10=9283(LC 34) FORCES (Ib)-Maximum CompressioNMazimum Tension TOP CHORD id=9422/60.2-3=9225/77,316=903452,416�933/107,4-5=7720/744.547=5443/128.17-18=5443/128. 618=5443/128,67=7679A43,7-19=8949/708,8-19=-9050/93,8-9=9241f/7,310=9438/60 BOTCHORD i-15=126/6067,14-15=-90/6357,73-14=9�/6%7,13-20=24/535fi,12-20=-24/5356,17-72=0/6372,10.11=di/fi074 WEBS 3-15=261626,415=37/2548,4-ffi=2314/117,b13=74/5012,b13=75/305,6-12=-97/4809,7-72=-2545A20, 7-11=-0i/2822.&11=27lG38 NOTES (13) 1)2-ph/truss to Ee connedetl logeNer with 10d(0.120'k3")nails as(o0ows: Top rhortls connecletl as follows:2x4-1 mw al 0.7-0 oc,7x6-2 rows staggeretl at 0.40 oc. � Bottom cliortls connacteC es follows:2x8-2 rows staggeretl al 0-6-0 oc. ' �����°J'rj� Webs connecled as tollows:2x4-t row ai 0.&0 oc. .•�,�� `,�1.k,%+�. ��• 2)All loatls aro conside�eC equally applieE to all plies,except H nateE a fmN(F)or back(B)lace in t�e LOAD CASE(5)section.Ply b ply ��,��T��-,. .,'�=�.�� ��•, conneclions have been proviOed to di5inbuie only loads nMed as(F)or(B),unless olllerxise inCicatetl. � _:, ,`^��"�F'� ^,.�LJ:�i 3)Nhnd:ASCE 7-10;Vutt=126mph(3secon0 gust)V(IRC20R)=100mph;TCDL=6.Opsi;BCOL=6.Ops1;�=25ft;Cat II;Ezp B;encbsetl; = � �.�.- �:n•, ; MWFRS(envelope);wntilever lef(antl ngM exposetl.;Wmber DOL=1.60 plate gnp�O1=1 60 � ,i„ .;�. " 4)TCLL:ASCE 740;Pf=30.0 psf(flat roof snow);Category II;Exp 8;Partially Exp.;Ct=1.1 � < .: � `.+ ^ 5)UnbalancedsnowloaEShaveCeenconsitleredforihisEesign. ' �i� �I��ii���� •*' -_ 6)Provide atlequale dtainage to prevent water pontling. �. 4,r ��'�. 7)All plates am MT20 plates uniess othervrise inEicated. -��, �� 'y.�'st � 8)This W ss has been tlesgned for a 10.0 pst botlom chortl live IoaC nomm�curtent wKh any oiher live IoaCS. ����(j a' Zt!A`'���Q 9)'This truss has been designetl for a live loatl of 20.Opsf on Ne bottom chord in eli ereas where a rcctaBgle&6-0 tall Ey 2-0.�wide will � ,..,r�'•�'k1y4 j`� v � !rt befxeen Ne bottom chorE and any other membeis;wdh BCDL=10.Opsf. �j,..,���,rg �� �Q� 70)Provitle mechanical conneGion(by others)of lruss to beanng plate wpable of wRhstantling SS lb uplift aljoint 7 and 55Ib upiik at loint ��//.''�(`����� �\�`� Contln�ed on page 2 /����'!1lll illl\1\�� ,iu!. G � �'u,_� � WdRNfAG.Venf�daignparevnc[mandRFwD�IlOTESONTHfSdNDIM'LUDFy1II1ElCRPi'ERENCEPdGE39i�74l3��AEFORSfISE. ew.uxeea�ieer DevpnvafWfauscorJ{witM1NuT<kconr�eciors.Th'sEefpnebeedoNy�POnParameterssiqwn.afW6inanlMiWtlwlbWd'nOCOm{wnent ���� �PP���Y ol tlwpn parame�m antl popc v�caparalbn ol cortporenf e respor�s�GN oi buMVip desp�-not irvs drsgr�er.0rodnp sM1O«n u tw ktero�svor+�o�ndniaw�.reb members oNy.nd3tiorw�tarrpway aocine�a'umrce s�od5ryduing consmic�ion e me responsiw4N or me ecfw.Atltlifipal pamanmt bacip ol Me ovemtl sWChue k Me mspon9b5ry of ibe bwldinp tlesqna.Fw peneral puitlanca reportivp n fdliih Titlll.n,: �nbrica�or.qooAry conhol5tuo0e,tlelrvery,ttxibn antl MaCng.wnsult� pN51/fP11 pualHy CMMa,�$8�89 antl E41 EuilCiny Cemponenl B1B SOUndvEe RoeC SakN�����lon awlloblelromimuPlotelnstiNta.291N.LeeShaeCSUite312AlexoMna.VAYCfId. ECeMOn,NC2]9]3 IlSnuvbemPi`.e SC Im+beria blMnFedeai nwlarcvae�AaveeXeni�.rcOn01 2013 hLSC Ja� Tmss Truss Type Ory Ply � .E7009194 ORDERS EA-11712 HIPS 1 2 Job Referenceloofonap NVRHomes, X 7.350sSep262012MiTeklntlusVies,lr¢. TueJU13013:56:522013 Page2 IO�.MgEcquSOT6tM5xjxeZuKM9yuZBViJOjS_VbtlFSksoS�eEnsVVb23%ehkhBabmgwRlys�2P NOTES (13) 11)lnis Wss is designed in accordance whh the 20121nternational Residential Cotle�seclions R502.1 t1 and R802.102 anE referenced stzntlartl ANSIlTPI 1. - ' 1Z)"Semi-rigitl pTChbreaks inclutling heels"Memberentl fxdymotlel was usetl in lhe analysis antl tlesign of�his Wss: 13)Oesigns checked fo�ASCE 7-10 winE a1126 mph(3-seconrl gusQ is equivalent to IRC20�2 100 mph,wind readions x 0.81 will atljust wintl load readian to a speed of 90 mph. LOADCASE(5� Slaritlartl i)Snow:Wmberincrease=1.75,Plate Increase=l.i5 Unifortn Loads(plq Vert:1-5=65,5-fi=65,fi10�5,1-20=602(F=582),12-20=-632(F=-582),10.12=-602(P=582) ' VWdRNIAG-Vi��esegryuromd dRF.fDN�TESON]TffSdN➢fllCfffflFnAItEKRFlER&NCEFdGElfll]4%38F3'ORSUS& F�,�HEEq�'y;er� �eg Idt onlyw�ihMTekconn 1 fi tl vG� � V100IyUpOnpO 1 6 d' � - di d Ib Id g p �ent. �� ApplkaEil ly of de gdpammeters antl p pe apb�fion ol co p ent¢espo bi ty. i b Id g d g ' ot im tl 9 .B a g sho�wn uf IfemlwppotloFntlhtlualwebmembersonly'Additionoltempomrybracrg�onwre�fobTtydunngmnshuctonsiherespaublffyotihe ecta.AtltliHonal pemwnent brocMB of Me ovnalfst�Jcfvre is tM1e respwuibiliry oi.the buildirig tlesiB�e",Far gmeral guidance regartling Aldl F_h n4nl.�te fabicolion.qualitycontmLz(wage.tlel'rvery:erxtlonaMGO.dnp.00nsulf pNSIRPIIpua�y CMetla.058-8VontlBC510uAtllnqCOmponent Sahty InbrmvHOn a ailab!e homimu Plote lnz\Itvta 281 N.Cee 5tree1:5uife 912.Alexontlnn-VA YL31d. B185ounCVEe Raetl �ISau[OemPire SP luanbe�ie I(rnlnM1ede>i nwhmare[iwseeMeaix06 Q1 3013 � AISG EGenlon,NC2]932 Job Tmss - TmssType Qry Pty E)161590 OR�ERS Eh11]13 MONO 1 1 J b R f � ( f II NVR Homes,% -J.350 s Sep 26 YOt2 M?ek InEUSVias,Inc. Tue Nov 05 11'10:P5 20t3 Paqe 1 ID_Lm2wmHP VCVVBtNPKMbVUyuYrmjGzhNFA6XY11V6BxHEISInE3VC4c6VZS�PMyMGKC b11� &14 &310 I 11-a-0 I11-11-9 � 0.fl-0 _ ___ 534 � 3-06 3b6 6�-B � ' _ �" - Srale=1335 3v4 = 3x<% 3x< II 6 5 3x4% 3.50 12 a 'd 3x4= 12 3 ] 6x6= « e � 9r16 MfleH= 2 �1 10 9 � 6�- 6>8- 3x4 I I 4aS= 200 12 536 &310 11s-0 11-t1-B &34 &0.6 3-0.6 I 04-8 � Plate Offsets(X V): f2:0-3-8 Edpe� (6:0.0.8 0-5-41 IB:Edae 0.3-81 LOADING(ps� SPACING 2-0-0 �CSI DEFL in (loc) Vtlefl Vtl PLATES GRIP TCLL 30.0 (ROOlSnow=30.0) Plateslnuease 1.15 TC 0.69 Vetl(LL) -0.16 11 >899 360 MT20 197/144 TCDL 10.0 Lumberincrease 1.15 BC 0.84 Vetl(TL) -029 2-11 >480 240 MT18H 197/144 BCLL 0 0 ' Rep Siress Ina YES 'NB 0.46 Horz(TL) 0.04 7 n/a Na BCDL 10.0 Code IRC2072lTPI2007 (Matru) Wnd(LL) 0.10 11 >999 24D Weight:5t Ib FT=S% LUMBER BRACING TOP CHORD 2x4 SP No2 or 2r4 SPF No2 � TOP CHORD Stmctural wootl sheathing tliredly applieE or 2�-9 oc putlins, except BOT CHORD 2c4 SP No2 or7x4 SPF No.YExcepC end verticals. � S9:2x4 SP No.3 or 2x4 SPF Stud BOT CHORD Rigid ceiling directly applieE or 74 L2 oc bracing. VvEBS 2x4 SP No.3 or 2r4 SPF Stutl REACTIONS Qblsize) 2=570/43-8 (mia 0.1-8),7=493l0.1-B (min.0.1-8) Max Horz 2=137(LC 8) Maz Uplitl2=-9a(LC B),7=90(LC 12) Max Grav 2=707(LC 19),7=682(LC 19) FORCES Qb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/15,23=2558/452,3-4=4120/167;4-5=368/54,56=-287/62,6-7=514/110 BOT CHORD 2-11=-554f2417,10-11=5342 2 94,9-10=8I59,8-9=0/53,5-8=-i68A3,7-8=7130 WEBS 311=-39/469,110=-1302/329,4-70=0/112,&70=227/1060,48=-738/145,68=139/610 NOTES (13) 1)Wnd:ASCE 740;Vul1=126mph(3-secontl gust)VQRC2012)=100mph;TCDL=6.Opsf;BC�L=6.Opsf;h=25R;CaL II;Ezp B;encloseQ MWFRS(envelope)gable entl zone and�PC Eztenor(2)zone;cantilever le/t antl nght exposed;GC tor members antl forces 8 MWERS for reactions shown;Lumber DOL=1.60 plate grip DOL=7160 2)TCLL:ASCE 7-10;Pf=30.0 ps((Flat roof snow);Cateqory II;Exp B;Partialty Exp.;Ct=1.i _ 3)Unbalancetl snow loatls have been consitlered for this tlesiga � � 4)This truss has been tlesigned for greater of min roof live load of 20.0 psf or 1.00 times flat roof loatl of 30.0 psf on overfiangs � non-conwrtent wilh other live loatls. 5)All pletes are MT20 plates unless othervnse intlicatetl. " 6)This Vuss has been designetl fo�a 10.0 ps(6ottom chortl live loatl�nonwncurrent with any other live loads, r � •� 7)'This W ss has been Cesigned fo�a live loatl of 20.Opsf on ihe bottom chortl in all areas where a rectangle&&0 tall by 2-0.0 witle will �� �:''� � fM1 behveen ihe botlom chortl anG any ot�er members. � � � � ��,,. 1 n,.. 8)Beanng at joint(5)2,7 consitlers parallel to grain value using ANSI/�PI 1 angie to grain fortnula. 8uiltling tlesigner shoultl verify � �,�� �+� ^ rapacky.of0earingsurtaca. �. .,.:� .i.��.: � � �- 9)Provlde mechanical mnneclion(by others)of truss to bearing plate at joint(s)Z �� � „ - 70)Provide mechanical connection(by others)of Uuss to beanng plate capable of withstanding 941b uplift atjoint 2 anE 901b uplift at joint - ' � �`,-: -`;';i`:'�;il����� � r' _ 7 � _ 1r - 11)Thrs tmss is tlesigned in accoitlance with the 2012 Intemational Residential Cotle sections R502.1 L1 and R802.102 and re(erencetl ��' " } �� �� �-" � �. - � slandartl ANSI/TPI 1. '}��1-�-l�/'lr,�<«�, ,r� �� 12) Semi rigitl pRChbreaks inclutling heels"�Member entl faRy motlel was usetl�in ihe analysis and design of this truss. ��� ����YLV-\`\ 13)Designs checketl forASCE7-10 wind�at 126 mph(3-seconrl gust)is equivalent to IRC2012100 mph,winC reac[ions x 0.81 will atljust � wind load reaqion to a speed of 90 mph- ���������!}�I(i{�����)�����f;�=�� LOADCASE(S) StandaN � 'l ��LVdRMf.G-V fyd g parrurtd �dRFADIIOTESON.IH15dIJDfIICLUDF�HREF'AEGERFIICEPAGEl4t-�4�3BEFOREIISE. ppp���Er�cixE[airr,er �eg IM ly IDh4Tkmn 1 A tl�sgn b edoNuponp 1 �zM1 d't n'ndvitl Ib 'd g ponent ���o Appf � fty t tl -g p f nC pr p mwoti t p � t 6 �p b1M t b Itl g tl g er not hu d g 8 c ng shovm Biorlatemisupportof ndMtlwli+¢bme bersonN��Adtl� nallempdraryGacngto-mvresfab'fyd ' gmruWCtionkMeresponsbJlNoltM1e �tor.Atldfllonol permonent Wocing o�fha overall slmc�ua u ihe respw�tiblRiyot ibe building tleslgnac Por general guidonce repaWinB A MI IaN.VAlbts tabr'roton.qualityconimLZbrage,-tlelivery.erec�ironontldocvg.comNf pNSI/IYIIOua4'1y GXMa,OSBd9ontlB618o0EinqCOmpononf 6185ounOZiDaROaE SahtylniwmaXOn aibblehamirvssPla�elm�ilWe.281N.1ee5ireel.SuAe3lTAkzantlnaVA22314: IlSOUV��mPlne SF Ivmher'u IIiM.iM1edui-nnlucsue�Aaseeweaiw06 61 dOdh AlSC EEeMOn,NC2]933 Jab Tmss TmssType p,y Ply E]00915G OR�ERS EA-11714 MONO 1 1 Job Referenca lo Eonall NVRHanes, X 'l,350s5ep262012MiTeklntlushies,lr¢. TueJU13013'S6'S32013 PaBe1 I�_Lm2wmHP_VCYYBW PKMbWyuYrtntbGqBabFOPSiPCGqoUNkSpaGP2�l�n�WRPUzkyst20 btt< 541.8 - 04ti ' " `- 5-H-8 - . - Scale=1]a.8 3xd II a 3.50 12 5 � 2 � ' l� 3x4= a 3.4 II Plate O(fsels(X,V): I<:Edge,0.2-0� LOADING�Ps� SPACING p_p.p C51 DEFL in Qoc) Ytle9 L'tl PLATES GRIP TCLI �.0 p�ates Increasa 1.15 TC 0.89 Vert(lL) -0.06 2-4 >999 3fi0 MT20 197/144 (ROOf Snow=30.0) LumGer Increase 1.15 BC 0.41 Vert(Ty -0.15 2-4 >440 240 TCDL 10 0 Rep Stress Inrf VES VuH 0.00 Horz(TL) 0.00 Na nia BCLL 0.0 ' CotleIRC2012/iP12007 (Matnx) Nhntl(LL) 0.00 2 "" 240 WeigM:171b FT=S% BCDL 70.0 LUMBER BRACING TOP CHORD 2z4 SP No2 or 2x4 SPFNO2 TOP CHORD Siruclural wootl sheathing tlirectlyapplied or 2-20 oc pudins, except BOT CHORD 2c4 SP No2 or 7x4 SPF No2 end verticals. VvEBS �4 SP No.3 or 2x4 SPF Stutl BOT CHORD Rigitl ceiling tlirectly applied or 10.0-0 oc bracing. MiTek recommenCS iha�Stabil¢ers and requiretl cross badng be installetl dunng truss ereaioq in accordance with StaOilaer Instella�ion uide. REACTIONS (Ib/Size) 2=318/0.38 (min.0.1-8),4=234/41-8 (min.0.1-B) Mex Ho2 2=74(LC 8) Max Uplift2=68(LC B),4�3(LC 12) Maz Grav 2=390(LC 19),4=306(LC 19) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/17,2-5=63H5,35�7/58,3-0=249/126 BOT CHORD 2-4=0/0 NOTES (�2) t)WinO:ASCE 7-10;Vutt=126mph(3-secontl gust)V(IRC2012)=100mph;TCOL=6.OpsY,BCDL=6.Opsl;h=25ft;Cat.II;Fxp B;enUOSed; MWFRS(envelape)gable entl zone and C-C Exterior(2)zone;wntilevet le8 and right exposetl;PC for members anC forces 8 MWFRS for readions showrc LumDer DOL=1.60 plate grip DOL=1�.60 2)TCLL ASCE 7d0;W=30.0 psf(flat roof snow);Category II;Eap B;Partially E+�p.;Ct=1.1 � 3)Un6alanced snow loads have been consideretl forthis tlesign. 4)This iruss�as been tlesignetl br greater ol min root live loatl of 20.0 psf or 1.00 timw flat mof load of 30 0 psf on overhangs nori-concurtent wiN other live loatls. 5)This W ss�as been designetl tor a 10.0 psf bottom diord live load nonwncurteM with any oNer live loads. 6)'Thh truss has been tlesigned for a live loatl ot 20.Opsf on ihe bottom chortl in all areas where a rectangle 3601a11 by 2-60 witle will f�Ceween Ne botlom cho�d anE any.other members. " T^�- ����. 7)Beanng at joint(s)4 considers parallel to grain value using ANSIRPI 1 angle to grain fortnula. Builtling tlesigner shoultl venfy capacky � r ,� }� � of Geanng surtace. '��� � �: �/i 8)Provitle mechanical connection(Cy others)of Vuss lo beanng plate at jaint(s)4. �\ � �,�"(t^�� _. ��� ��- 9 Pmvile mechanical wnneclion b otliers of Wss to Eeann latefa able of wkhstantlin 681b u IRI al'oinl2 antl 431b u Ittt al pint � .'.i'�� � � ) ( Y ) 9P P 9 P 1 P - . ��f�ij'. •� 4. _ ;`�'.'t y` ;; '• � ' 10)This truss is designed�in accotdance wit�Ne 2072 lntemational Resitlential CoOe seGions R502.71.1 antl R802.702 antl referencetl - : �// _ S o = slantlarEANSI/rPl1. .. .^'� _ � �,�C�yG } f /� _ 11)"SemFrigitl pRChbreaks incluCing heels"Membe�end fxity motlel was used in the analysis antl tlesign of ihis Wss. ^���� �_qy r� � 72)Designs checked forASCE 7-10 wintl al 126 mph(3-secontl gust)is equivalent to IRC2012 100 mp�,wind readions x 0.87 will atljust ���o C��'y�4� � wind loatl reeaion lo a speed o/90 mph. '.��` r/ � �; { \ C 'i :!� �i�l, ,J i N�`:" V,� �� LOADCASE�S) StanGartl � �p ��� �� � ////�����N(I t Cit\1�\��`� VWARMAG.Ve.ifydevgnpai�amete,�andRFdDNOS£SON'RtISANDfNCLUUFDIIITFXRP3'ERFIJCEPAGEHIf�7<]38F1'OR6fISE. cricixeewi�ar pevgn wfd la use oMy vnM Nuiek cmnxim.fia detlpn u boved onM upon pamme�ers st�own,ontl k Id an Intlivltlual buAOig comporient. ���� ApplcabiAry ol tlesipn pamme�ers aM poper Incapwotlon oi componenl u rrsponvbiity OI bWOinp dovgr�er-rrol ims Cevgnn.0mtlnp Jwwn is lor hicvl wpporl of eCiritluol ncb members onN���tltlifional lempwary bmcin9�o invre stabi�ty dunig consimcibn'¢��e rezponsibifity ai tha xta.Adtllllonal pemwnent bOC�np o�ihe ovemA sWCNrc rs IM1e respOnJDIOty of iFe�Nltlinp tlesqrien Far penerol puidance regortliiq �IdIT.h:allllm!. bbka(uRqWliA'COn�rol.s�dOpa.tlelivery.erectimoOtlbm[4p:comuX� AN51/IYllpueG1�CMeda.�SB-B9ontl6C51lu11ElnpCompenent B1BSOUnOAEeRaaE Sakhlnlamvllon ava�ableM1wnirvssPblelrufiMe.181N.LeeSheel:5�ite312Alesantlrw.VqYLi1�. IiSoot�ernV'vm $V F.mbeiu il�ednhedeti�n+a etlweeeXeni Oe 01 2033 ALSC EEemon,NC2]933 Job Tmss Truss Type Oty Pry E]00519] OROERS EA4'415 MONO 1 1 J bRf ( l' 0 NVftHomes, % 7350s$ep262012M7eklntlustries,Inc. TueJu13013:56:542013Paget � ID: Lm2wmHP_VCYYBWPIN1bWyvYrmJnpCPACtni_ZimrOMC�07THSUe9EguJ591VAyst4N -D11♦ � _ SS.p —{ � 0-01� - Sb-0. _ Srale=1:146 3x4 II 3 350 �z 5 2 � ' 3y6 = I ^ 3r4 II sso SE p LOADING(psq SPACING TCLL 30.0 2-0-0 CSI DEFL in Qoc) Utlefl Ud PLATES GRIP (Root 5now=30.0) P�ates inueau 7.15 TC 0J2 Vert(LL) -0.04 2-0 >999 360 MT20 197/idd TCDL 10.0 Lumberinaease 7.75 BC 0.34 Vert(fL) -0.71 23 >566 24� BCLL 0.0 ' Rep Siress lna YES W8 0.00 Hoa(fL) 0.00 Na nia BCDL 10.0 Code IRC201NPI2007 (Matrix) Wntl(LL) 0.00 2 ^" 240 WeighC 161b FT=S% LUMBER BRACING TOP CHORD 2x4 SP No2 or 2x4 SPF No2 TOP CHORD StruGUral vrood sheathing tlirectly applieC or S60 oc putlins, except BOT CHORD 2z4 SP No2 or 2z4 SPF No2 entl verticals. WEBS 2x4 SP No 3 or 2x4 SPF SWd BOT CHORO Rigitl ceiling tlirectly applied or 10-0.0 oc bracing. MTek remmmends that Stabil¢ers and requiretl aoss braang be inStalleE Eunng truss erection,in accordanre with StaCii¢er installation uiEe. REACTIONS (Ib/size) 2=299/0-3-8 (min.04-B),4=214/0.3-8 (min.0.1-8) � Max Hoa 2=fi9(LC 8) Max UpIiX2=67(LC 8),4=39(LC 72) Maz Grav 2=367(LC 19),4=D8(LC 79) FORCES Qb)-Maximum Compression/Maximum Tension TOP CHORO 1-2-0/17,2-5=58/14,&5=43153,3-0=226/117 BOT CHORD 23�/0 NOTES (�p) 1)Wind:ASCE 7-10;Vutt=126mph(3-seconE gust)VQRC2072)=100mph;TCOL=6.Opsf,BCDI=fi.�psf;h=25ft;Cat.II;Exp B;encioseQ MVJFRS(envelope)gable end zone antl C-C Exlenor(2)zone;can�ilever left anC nght exposetl;C-C for memCers antl forces 8 MWFRS for reactions shown;Wmber DOL=L60 plate grip DO1=1.60 2)TCLL:ASCE 7-70;P1=30.0 psf(flat mo/snow);Category II;Exp B;Partially Exp.:Ct=1.7 3)Unbalancetl snow loatls have been consitlared fo�Nis tlesign. 4)This W ss has been designetl for greate�of min rool live IoaE ot 20.0 psf or 7.00 times flat mof loatl o/30.0 psf on overhangs nontoncLrtent wiN other live loads. 5)This iruss has been tlesignetl for a 10.0 psf botlom chorC live batl nonwnwrten�wRh any other live loatls. 6)'This truss has been designetl tor a live IoaC of 20.Opsf on the botlom chorG in all a2as where a rectangie 3-GO tall by 2�0 witlawill . Po Eehreen t�e bottom chwtl anE anybther mem0ers. �. '' "'�;;� 7)ProviCe mec�anical conneaion(by oNers)of wss to beanng plata rapabie ot wdhslanEing fi71b uplM atjoim 2 anE 391b upliR atpint \\i`` �,,�t?:''}�� �!• 4. . :.� .. . �".�,1.. .� e)This truss is designetl in accortlance with t�e 2012 Intemational Resitlential CoCa sections R502.11.1 antl R802.702 anE referenred -�`� -: \:�' rH.>�. `4�,l standartl ANSIRPI 1. =.✓ �c' :.r��?' ,.J•. � : 9)"Semi-rigk pdchbreaks inclutling heels"Member end�xiry motlel was used in�he analysis and design o(ihis Wss. " ..�`.:� ,-"G�°- 10)�esigns checkeE forASCE 7-10 wind at 126 mph(3semntl gust)is equivalent to IRC2012100 mph,wintl reactions x 0.81 will adjust - - /;��c. ;, ' = 6 j� vrinC loatl reaction to a speeG o(90 mph. ` : �, � �.�-='.�.�--- LOADCASE(S) Stantlartl ���'+"��!l�r��%+.a�'�y��� j�.(„"�':'�1��������'� \� .� F I;r��•• a `� /`/'/l��r�I'�ti-Fi���ll�R-S �,WARMNG��VmJydesgnp.i�znetrnonditFdD110TESON.ISlfSMlDfNCLUf]F�INI£1fRF3'F.RShLEPdG6YIIf�]J�3860RSUSE �E���e� Oevpn w4d fa�ne onN�+t�h4Tek connxtaz.itiu tlesgn u bawd oNy�pan pa�meters sia.`n.arW u br an'vidivdual WiNvp cortqwrient. AppGCalSry o�Capn po�artc�m arW pope�v�capcafion o�cortma�en�c rc.�onvb'My ol W&lrtq tlesena-no�Mm tlESprqr.B�oa�p fNrtti ixiorbinalvppMOlntli�Mi:alv.ebmemEersonN�A�itiorwlfempwaydacvpfoinu.eeslobifNtlunnqcoruM1UCtionvt�eresporuiG3firyotiM1e ereClw.Ptltli�ional po'manmt MocinO e��he ovGmA shuBure u iha respambillry ol Pe biiltlinp desipnn.Fw O�erol0��ance regartl'm0 �fdlifih AIAII.�bs fadicafion,q�rolitymntrd.stomBe.CCINery.erectionondtirocin0��omu0� ANSyRIlpue0lvCMMa,USE-89mEl61luAtllnOCOmponent 8185ounOVOeROeO SabNlnMmo�ion a ibblehamirvssPlotelmtifule.lBlN.LeeSVeat5vBe312Akxantlno.VAZDIL Etlerrton,NCY)9J2 IlSauvOanVine SV Mmbvis ifcA iM1edn� nuWesue�M1as etlecuve0e 01 IOI3E ALSC Job Tmss TtussType pty Ply � e�oosise ORDERS EA41716 FLAT 1 1 �Job RHerence(opYOnaO NVR Homes, X ].350 s Sep 26 2�12 MiTek Intlustries,Inc. Tue Jo12013 56:55 2013 Page 1 IO:wn4WhCesz�hlMgzl3eLFecyuYmi-nzOacVJtl W 06QN�Cw�CXEg�UsIBUNNI XIuC2cys12M 4-141 6-38 t4-0-02 1&9-2 014-8 4-18 4d-It — - 4-1-03 - - 6-0-< � �<-0E 4-l£ -100 Srale=1:40.9 3x4 II 3x4° 4x8 = 3a6° 3xA II 3x4° 3t5° 1 2 3 a 5 8 ) � �alm t5 14 t3 12 11 '10 9 B � 4x4= 4x4= 3x0� II Q�= 4e8 = 3x0 = Sab II 6-1-05 I P.9-H I 16-0-02 I t&92 130-B JA-20 ' 6-1-ii 6443 6-1� d<E ' tr-]-6 p�10-0 Plate Offsets IX Y): 19:0.3-0,0-1-e� LOADMG(ps� SPAGING z-0-0 C51 DEFL in (loc) VdeO Vtl PLATES� GRIP TCLL 30.0 p�ates Inaease 1.15 TC 0.95 Vert(LL) -0.Ofi &10 >999 360 MT20 197/144 (ROOfSnow=30.0) WmGeflnaease 1.15 9C 058 . Vert(TL) -0.13 9-10 >893 240 TCDL 70.0 RepStresslnv NO WB �.73 Hoa(Tl) �0} g Na Na BCLL OA ` Code IRC2012/TP12�07 fMaVi�) Wntl(LL) 0.03 310 >999 24� WeigM:7271b FT=S% BCDL. 10.0 LUMBER BRACING TOP CHORD 2x4 SP No2 or 7x4 SPP No.2 TOP CHORD Siructural wood sheathing directly applietln�5-5-0 oc purlins, except BOT CHORD 2x6 SP No2 end verticals. WEBS 2x4 SPNo.3 or 2e4 SPF Stud BOT CHOR� RigiG ceiling directly applied or 6-0.0 oc bwcing. MiTek recommentls tM1at Stahil¢ers and�equiretl aoss bracing be installeG tlunng tmss erection,in acco�tlance with Stabilizer Installation uitle. REACTIONS Q�/size) 15=517/03-8 (rtiin.0.1-8),8=617/0.3-8 (min.0.1-8),�3=1737/0.3-0 (min.0.1-9j,11=1392/0-&0 (min.0.Y15) Mex UpIik15=9(LC 6),13=16(LC 6),17=48(LC fi) Max Grev 15=609(LC 2),8=726(LC 2),13=1338(LC 2),�1=7638(LC 2) FQRCES Qb)-MaximumCompres5ionlMaximumTension TOP CHORO 145=156/24, 1-2=-73/3,2-3=-689/12,3�=0/530,45=0/530,5-6=0/530,6-7-958/14,7-9=449/30 BOT CHORO 14-15=12/fi89,'1314=313/0,12d3=313/0,11-02=313/0,�0-11=-14/958,470=4/198,8-9=0/0 WEBS 3-14=-9/1073,&11=224/3,3-13-767(75,S11=ASBq3,2-14=-51/98,2-15=6fi3/9,6-10=W300;611=158?J14, 7-10=10/807 � NOTES (12) 1)Wv�d�.ASCE 7-t0',Vult=126mph(3-second gust)V(IRC2ot2)=100mph{TCDL=60psY',BC�L-6.Opsf�,�45ft;Cat II-,Exp B;enclosed; MVVFRS(envelope},�antilever left antl ngM exposed;Lumber DOL=1 60 plate grip DOL=1.60 2)TCLL:ASCE]-10;Pf=30.0 psf(flat root snow);Category II;E<p B;�Partially Exp.;CY-1.1 3)Unbalancetl snow loads have been consitlereC for t�is tlesign. ' 4)Provitle atlequate drainage to prevent water pontling. � 5)This iruss has been designetl for a�0.0 psf bottom chortl liveload nonconcurtent wRRany otPer iive loatls. 6)'T�is truss has been tlesigneE for a live load o(2D.Ops(on the bottom chortl in all areas where a rectangle 36-0�all by 2-0.0 wide will ��111�i � f��� frt behveen the bottom cliortl and any othecmembers:� ���� n �li, 7)Pmvitle mechanmal connection�@y others)of tm4s ro beanng plate capable of withslantling 91b upli�at joint 15,i61b uplift atjoint�3 \�\��\r };'.S� j'��,.�i/ antl 18 Ib uplift at�oint 11. � � �l. ,. � , .. !, Bj This Vuss is designetl in accortlance wtth ihe 2012 Intemational Residential Cotle sections R502.11.1 antl R802.1�2 antl re(erenced :� � �:,����'�rq'•, j`;� =_ t, standard�ANSi/TPI 1. � rC` , �<?'° �)-� ' 9)Girtler rarries tirin span(s):5-6-0 from 6-0-0 to 24-2-8 T -c` / � " �� ' �10)"Semi-rigiE pe�htireaks inclutling heels"Member entl bzRy,mddel v2s usetl in the anatysis antl tlesign of this Lvss. _ „",uQr��,�G�f' i i)In the LOAD CASE(S)section,loads applietl to the face of Ihe.truss are noteE as(ront(F)or back(B). _ .Ky �� ' � � �.�' „ - 12)Designs checked for ASCE�7-10 wintl at 126 mph(&secontl gusq is equivalen�to IRC2012 100 mph,wintl reactions x 0.81 will aC�ust ,. �-h � �'j'� r'i,f��(y� winG loatl readion to a speed of 90 mp�: �T�';/�' � �.���y���� � LOADCASE(S) Slantlartl ��j�np�r�/�" �' (�� /��/ij ��,��fi��.f��C�~ Continuedonpage2 �/��!/iI' i"�t,�\\ �����_ �� . � -�I��� � WdRNfNG-Vmfy g paranet dRFaDNOTFSGN�.IN1SdNOfNCLUIJFDMIlEYRFlERENCEPAG6HIf-l<]38EFORSUSE. ExcirEEniricar De g I tl I o ry l�NuT k wnn � Th d 8 b zed N P��P t rs h tl � ndiv�tluol ti Id�g mp nent ���pp�� AOpI GNN Itl3ig p f �ntlp pe nwrpwafon f p nmis p blry Po Id ptl 8 noff tl g ,BaGrgshovm eear- ut I �e�alsuppo0of- C tl I bm bersanly-AdtlBOnallempaarytir 9�olnwreslatiGNtlutlngconstructonrsMeresponsplfNoRM1e ��� e�eclu.AOditlonol partroneM MoCing o�Ihe ovem0 ztmclum Is lpe fespwnsibility ol ihe builtlin0 tlesgner.Fw grnerol Buidonre�ego�ding FldRel.A�Alla4 Fob�a�iron,qooli�y con�lol,-slorage,tlelivery.erectiodantl 6iacmg:�[onsuB pN51/IPII Ooal' CMedo,D56d9 ontl 661luIIE�nq Componen� Sa�eh Inbrmafbn.ovoiloble hom imss PloYe Instlfute,481 N.Lee SReeV Sui�e 312.AkxoMrio.�A 2?Jl d. B18 SountivCe RoaU I�South<mPiM SG lumherii Ilied��hedeu naaluesamtFase.dle[ine0n �] 1013b ALX EOaMOn,NC2]932 Job Tmss Tmss Type Qry Ply� E]009198 ORDERS EA-11]16 FLAT 1 1 - Joti Reterence op[ionap NVRHcmes, X 7.350sSep262012MTeklndusiries,lncTueJu13013:56'.5520t3Page2 � ID wn4WTCesi�hJMgzl3eLFeryuYm7-nzOacWtlVY06�NQCw�CXEgbUSIBUNNiXlub2rys¢M LOAD CASE�S)�Standard � i)Snowt Lumber Increase=7.15,Plateincrease=1.15 lJniform Loatls(pl� Vert:1-7=65,945=88(F=-68),8-9=153(F=-68) � WARMNG Yenfyli 'g pa et dRP.fDNOTE50NiNISAM)INCLIID}l)MI'lElfRPlERFJJCtPAGEl1IfJ4e3'HF3'OR6lISE. Et�;inFeaivr,av Oe g Idl o N ThMT k 1 Th d 9n �d N P� Pqa � h d i ' d d Ib Id' g mp APP� tilk ftl i9 a � t ��tlpvpevicapwofioP f mFOneta nvb0'N SbOE 9tl 9 oft tl 9 �8 B�awn uf I t I oP�a� a d I bme be N�AddM1 If pararyb ��gl ' ezfatilNd �9 � � � �h Po�bAIN-oitM1e e�ec�w.PtlCitiwwl perrtwnen�bmc ng ol fhe ovemll Nmcfwe 5�he�esponab f�y o(fhe buAtling desgnuv.Fo�geneml Bu donce�egortl ng NAI tak.dtllla e taNiclb q firywntmis�woge.tlelvery - lion-dntltr g -nzutt� �pN5lpYllQual'�1yCAena.DSB-09antlBCSlBmltlingComponenl B185ountlsitleROeE SaMy InbtmaM1On� va Y ble from irvsi P1ofe In51 W�e:49i N Lee 9tee1:5ude 312 Alesantlrb Vq]23�d. EDeiXOn,NC 2]933 IlSauxhemCu�e SG IwnGerbwnll'rotl;:peJmvnnNeesare�haseeMeaive96 �] 2013b 4lA Job Tmss TrussType Qy Ply�� E]009199 OR�ERS EA-1P17 MONO 1 1 Ja�Reference loofanap NVRHOmes, X . Z350sSep262012MReklndusiries,lnc TueJW3013�.56'.552013 Pa9e1 10:]H�]_?g5SZ3�xav?nNKZMyuXBN-nzOac WdVY06�fvoCwOCXEghhsq?uhvl Xlub2cysf2M � -0.NA i 0.t1-9 . . ... . . - �� - 0.1t< . . . 44taf � -�� S�'ale=1:t24 3 30 3.50 12 5 � 2 � ' Id 3x4= 9 3i4 I� I Plate Offsets(X V)' �4'Edoe 62-0� LOADING(ps� SPACING 2-0-0 CSI DEFL in Qoc) I/tle9 Lld PLATES GRIP TCLL 30.0 plateslncrease 1.15 TC O55 Vert(LL) -0.03 2< >999 360 MT20 197/144 (ROO(Snovr-3�.0) Lumberinaease 1.15 BC 027 Vert(iL) -0.07 2-4 >788 240 TC�L �4� Rep SUess Ina YES WB 0.00 Horz(TL) 0.00 n/a n/a BCLL 4�0 ' Cotle IRC201NPI2007 (Matnx) Wntl(LL) 0.00 2 "^ 240 Weighf 141b FT=S°h BWL 10.0 LUMBER BRACING TOP CHORD 2z4 SP No2 or 2x4 SPF No.2 TOP CHORD Structural woo0 sheffihing directly applied or 4-11-e oc putlins, except BOT CHORD 2t4 SP No2 or 2x4 SPF No.2 entl verticals. VvEBS 2x4 SP No.3 or 2x4 SPF Stud BOT CHORD Rigitl ceiling tlirectly applied or 10.0.0 oc bracing. MiTek recommends that Stabilizer5 antl tequiretl cross bracing be installetl tlunng iruss erection,�in accortlance w@h Stabil¢er Installation uide. REACTIONS QO/size) 2=277/Q3-8 (min.0-1-8),4=190/Od-8 (min.0.1-8) Max Horz 2=64(LC 8) Max Uplifl2=65(LC B),4=34(LC 12) Max G�av2=338(LC�19),4=244(LC 19) FORCES (Ib)-MaximumCompression/MaximumTension TOP CHORD 1-2=0/17;&5=-62/13,35=-39/46,3-4=198/105 BOTCHORD 2-4-0/0 NOTES (�2) 1)WnC:ASCE 7-10;W tt=126mph(3-secontl gust)VQRC2012)=10Cmph;TCDL=6.Opsf;BCOL=6.Opsf;h=25ft;Cat.11;�6cp B;enclosed; MVJFRS(envelope)gable end zone and GCE#enor(2)zone;cantilever left and nght exposed;GC for members and.forces&MVYfRS tor reactions shown;WmCer DOL=7.60,plate grip DOL=1.60 2)TCLL:ASCE 740;P1=30.0 psf(flat r6af snow);Category.lf,Exp B;Pahially Exp.;Ct=1.1 3)Unbalanced snow loatls�ave been consitleietl fobihis tlesign: 4)This irvss has been desi9ned for greater of min roof live loatl of 20.0 pst or 1.00 times flat roof loatl of 30.0 psf on overhangs . non-cnnfurrent with other li4e loatls. � �� 5)This truss has been tlesigned for a 10 0 psf bottom chortl live ioatl nonconcurtent with any other live loatls. � .�, � � �, 6)'This iruss has been tlesigned for a Irve load of 20.Opsf on the botlom chortl in all areas where a mctangie 3SOlall by 2-0.0 wice will ���- . �%l �ffi between the bottom chortl antl any at�er members. - �- _ 7)Bearing at joint(s)4 consitlers parallel to grdin value using ANSI/T?I i angie to grain formula. Builtling tlesigner shoultl venty capacity - _- of bearing�surtace. =.:r ' " _, - 8)Provide mechanmai connedion(by others)otiruss to beanng plate at joint(5j 4. - '�.- 9)Provitle mechaniral connetlion(by others)of imss to bearing plate capable of wMstantling 65 Ib upli�at joint 2 and 34 ib uplitl at joint i r �£° � q � L �� .�.- ry'" 10)TFis truss is devgnetl in accordance wiUf Me 2012 lntemational Resitlential Code sections R502.11.1 and R802.102 antl referencetl ` � ��f�ti �,r- -l� standardAN51lTPI1. C� �-� � f .r i � yT ��r� 11) SemFrigid pitchEreaks inclutling heels"�Member e�tl fixity modelwas used in the analysis and design ot this truss. � � �7�v ��"l.�' �� 12)Designs checked Por ASCEJ-10 ivintl at 126 inph(3-secontl gust)is equivalent biRC2012 100 mph,wintl reactions n 0.81 will aCjust �j�'��' ' �, �� wind loatl reaction to a speetlbf 90 mph. �/��J�(,'�',�'��'�_��:�`,��\�� LOADCASE�S) StantlaN J��f}�II�I�II����[�U�� �WARNIAG Ymfyd g:pammc[ dRPdDNOTESONINfSdNOINCLUDFDM1iFXRPl'LRENCEPdGEHIf]4�38EFOFS!lSE. �E�INEFqI�er � De gf I tl fw se o ly wrlM1 hYT k � ih' d 9gn b etl ly Po Fn 1 b d t 'd id I b'Id g po enL i��� Appl ti fty i desig po 1�- onC pr p corpwat f ponent po b1M �b �d g d vg rrot i d ig .B g diown Yh[1� izialcferal pportofmarvitlualwebm be only.Ptld�onoHemporaryd 'gfonmres�ab4tyEUnnB�p�+��+cHOn¢PereSponblrliryofMe A!dls9 ecfcC,ndtllLOnol pertnonent brocing o�fbe bveral�xM1VCWre h ihe rezpowbiliN ol Ote building tlezigner.Por generol guitlance reg6ftling Af.tliah alAlla�e tabric tion:quolihconhol,storo0e,tlelrvery.ereclionondbmcing.cofssuH pry51/fPlipuof�ry Crilerio,OSE-89ontl6C516uilEinpCOmponent Bt85ounOSiEeROaU Satatylniwmatlon wilablelromimsPla�elrrsfifu1e.281N.LeeSheet$Uite312.Alexandna.VA2Z31L EOentan,NC4]932 XSOUtFemPireS0lumberb Iid.tM1edminnNresam�Fauetle[iiueC6013O13h-AlSf Job Tmss TmssType �ty Pty� � E7003200 ORDEPS EA-11�18� MONO 1 1 tlo�Reference(ootionap NVR Homes, X 7350 s Sep 26 2012 MiTek Intlustries,Inc. Tue Jul 30 13:56�.56 2013 PaBe 1 ID']Hhl_?g5$Z30xavPniOKZMyuXBN-GAyzpse�JKEHH3?PTQtR4RGuPFB4d89BmPe8a3yst2L -o-tts I ab-o - _ � "u-nd . -� . - - eE.o _ _� . Srale=t1 V 3 3� 3.50 t2 5 2 � ' 3x4= � 3x4 II a�-o a s-o LOADING(ps� SPAQNG 2-0-0 C51 OEFL in (loc) Vtlefl Ud PLATES GRIP TCLI 30D Plates Increase 1.15 TC 0.43 Vert(LL) -0.02 2-4 >999 360 MT20 197/1d4 (ROotSnow=30.0) Wmberinaease 1.15 BC 021 Vert(fL) -OAS 2-4 >999 240 TCDL ���Q Rep Stress Incr YES NB� 0.00 Horz(fL) 0.�0 Na nla BCLL 0.0 ' Code IRC2012/TPI2007 (Matrix) Wntl(LL) 0.00 2 ^^ 240 Wei9hC 13Ib FT=S% BCDL 10.0 LUMBER BRACING TOP CHORO 2x4 SP No2 or 2x4�5PF No2 TOP CHORD StmCvral wootl sheathing Gireclly applied or 4-6-0 oc putlins, except 60T CHORD 2x4 SP No2 or 2z4 SPF No2 end verticals. VvEBS 2x4 SP No.3 or 2e4 SPF Stutl BOT CHORD Rigid ceilin9 direcHy applietl or�70.0.0 oc bracing. MiTek remmmentls that Stabilizersantl requiretl cross Gracing be installetl tlunng iruss erection,in accortlance wdh S�abilize� Installation ouide. REACTIONS Qb/size) 2=258I0-3-8 (min.0-1-8),4=170/43-8 (min.0.1-8) Max Horz 2=59(LC 8) Max lJplift2=-63(LC 8),4=31(LC 12) Max Grav 2=315(LC 19),4=216(LC 19) FORGES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2�/17,2-5=5&12,&5=35/41,3-4=174/93 BOT CHORD 2-4=0/0 � NOTES (�p) 1)Wntl:ASCE 7-10;Vul1=126mph(3-seconE gust)VpRC2012)=100mph;TCOL=6.OpsT,�BCDL=6.Opsf;h=25tt',Cat.II;Ezp Bj enclosed; MW=RS(envelope)gaDle end zone and C-C Ezterior(2)ione;�antilever le/t antl right exposed;GC fo�members antl(orces 8 MWFRS for readions shavn;Lumber DOL=1.60 plaEe g�ip�OL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Evp 8;Partially Exp.;Ct=7.1 3)UnEalanwtl snow loatls have beem m�sitlered/orthis design. 4)This truss has been designed for grealer of min mof live load of 20.0 pst or 1.00 limes flat roof load of 30D psf on overhangs norvwnwrrent with oNer live loatls. S)This Wss has been designetl tor a 70.0 ps(bottom chordlive load nonconcurrent wdh�any other live loatls. 6)'This truw has been tlesignetl fdr a live load of 20.Opsf on lhe botlom chord�in�all areas where a rectangle 36-0 tall by 2-0.0 wide will ` ftl between lhe bottom chortl antl any other members. :`.�� � ������ 7)Pmvitle mechanica�connection(by others)of Wss to beanng plate wpable of w@hstanding 631b uplRt at joinl2 antl 31 Ib uplift aljoint ���� S �//, 4. \�� �/ 8)This lruss is ilesignetl in acco�dance with the 20121ntemationa6Resitlentiai Cotle section5 R502.17.1 anE R802.t02 antl referencetl :� ��^ pF:�:�� stantlartlAN51lrPlt �i, � 9)"SemFrigitl pdchbreaks inclutling heels'�Member entl fuity motlel was usedin the analysis antl tlesign of this truss: z „ � . 10)Oesigns checketl for ASCE 7-10 winE zt 126 inph(3-second gust)is equivalent lo IRC2072�00 mph,wintl reac{ions x 0.81 will atljust /f�L� wintl load reacYion to a speetl of 90 mph. r�u o . �� - ,.,,,...:� ,�,� r "^ JI�TT��/ r�C LOAO CASE�S) S landard �4,T%y �(v �t'` �3.a< � �` i,/��/.�'n)�'..�G��*`�'�: ���i��f�!N,A,�-i�����,\� � WARMNG-Vm)yd g yuamn dRFdD1NTESON1i1fSAMDINCLUDEDM11E1fREFERENCEFdGElllf�J73BEFOREUSE. �E��HEEFip�er � 'Devg Idt eo ryvrtlhNUT kcon � ihudev8� �� N P� P 1 hown d' f I tlrvd Ib Itl'`g � ponent. qpPl .lN id ip P rt�etersandP P womtio t P ntu po blty Pouadptl 4 ott d 8 Bacn9s�'� is t I �eral vOPOtl o�Mivdual web m b nry.AEtl t onal temporary bmc`g b'rwre stati P y tlotlnp conshucfion'¢Me responz bpliry ol�M1e xlor.Atltliflonol pem�onenf GacinB o���e o emll stmcture'u ttie responsbifify ol t�e builtllnp designer.For geneml guitlance regartling n fiT!k N011.�ta er foWatwnqual�ycon�rol�siwagetlel ry �bnardb ' p:coruuM pN5lpYllOuo! CMetla,DSB-89antlBCSIBUYtl�n9COmponent 81BSaunESiOeFOaO Solary Iniamatlon o lable hom irvss Plale Imt'Ne,2B1�N.Lee Sfreef.$uife 312.Akxondna.�A 4231<. EJeMOry NC 21932 tlSoucAem>Irc SP Wmberis JMEnM1edmi nnhiesare�boveetle�iive06 0] 2013 ALSC Job Tmss TmssType �ry PIy E]003201 OR�ER$ EA-11]19 FLAT 1 1 Joti Referencefootional) NVftHwnes, X 73505.Sep262012M7eklndustries,lnc TueJU13013:56'S62013 Page1 I��.HrtRECwZLvq04mOVJU7qAqtyu%7B�Ayzpse7JKEHH3?Pitlx44RCnff3otl_UBmPe8a3yst2l fi-B-O 14b-0 , 13-6-0 � c-8-0.._ .. - � 510-0-- � ' 0.1 L-0 - - - Srale=L223 3x4 II 6xs= 5x]° 2 3 n � ,a ' 6 5 ) 6x10 = 3� II q 5xg II sa-o � nc-a �v-n �i ' sa-o s-ro-a ' o-io-o LOAOING(ps� SPAqNG 2-0-0 CSI �EFL in Qoc) Vtlefl IJtl PLATES GRIP TCLL 300 plateslnaease 1.15 TC 0.85 Vert(LL) -0.16 S6 >979 360 MT20 197/144� (ROof Snow=30.0) Lumbe�Increase 1.15 BC 074� Vert(TCj -0 32 S6 >484 240 TCDL �00 RepStresslna NO VvB 0.68 Hoa(TL) 0.00 4 nla. Na BCLL OA ' CoOeIRC2072/rP12D07 (Matrix) Wnd(Ly 0.07 S6 >999 240 Weight:781b FT=5% BCDL 10.0 LUMBER BRAGING TOP CHOR� 2x4 SP No.1 TOP CHOR� Structural wood sheathing directly applietl or 2-8-3 oc puriins, except BOT CHORD 2xe SP No2 end verticals. VvE85 2x4 5P No3 0�7�c4 5PF SWtl`ExcepP BOT CHORD Rigitl ceiling tlirectly applied or9-66 oc bracing. Lfi,&6:2x4$P No.2 or 2r4 SPF No2 MTek recommentls Nal Stabilizers antl required cross bracing be installed auring tiuss eieclion,in accortlance with Slabilizer �Installation uitle. REACTIONS (Ib/size) 7=999/0.3fl (min.0.1-8),4=999/0.3-8 (mia-0-1-8) Max UpIrX7=14(LC 6) Max Grav 7=1175(lC2j,4=1ll5(LC 2) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-7=819/42,1-2=-2692/30,2-3=2692l30 BOTCHORD 6-7=12/225,5-6=0/0,4-5=0/0 VvEBS 2-6=546/97,1-6=-182533,36=31/2786,3�5=A9fl/36 NOTES (72) 1)Wntl:ASCE 7-t0;Vutt=126mph(3-second gustj VQRC2012)=100mph;TCDL=6.Opst BCDL=6.Opsf;h=25tt;Cat.II;Exp B;encicseQ MWFRS(envelope);cantilever lett and n9ht exposeG;LumEer OOL=1.60 piate grip OOL=1.60 2)TCLL:ASCE 7-t0;Pf=30.�psf(9at mof snow);Category II;Fxp B;Partialty Exp.;Ct=L1 3)UnbalanceG snow loatls have been consideretl tor ihis tlesign. 4)Proviae atlequate drainage to prevent watei ponding. 5)This Wss has been designed fo�a 10 0 psf bottom rhorE live loed nonconcurtent wdh any other live loads. 6)'This truss has been tlesignetl for a live load of 20,Opsf pn the bottom chord in all areas where a redangle&60 tall by 2k0 witle will frt belween tlie bottom chard antl any olher members. � i� ' 7)Pm✓itle'rtiechanirai mnneciion(by others)of truss to tieanng plate rapable otwithslantling 141b uplift at joint 7. \���' S� r,,"f i. 8)This Wss is tlesignetl in amordance wiN the 20t21nternational Resitlential Cotle sections R502.1 L1 antl R802.10.2 antl referenced y 4 '��. stantlartl ANSI/rPl 1. 'ti� r a 9)Girtler carties lie-in span(s):5-60 Vom 0-6-0 to 13-4-0 S .•. �� J: 10)"Semi-rigid pdrhbreaks inclutling heels"Member entl(ixtly.motlei was used in ihe anatysis antl tlesign of this tmss. " !�� �':ti`__ _���� :; � ; �;^' ' ''ti' . �:;. 11)In the LOAD CASE(S)section loatls applietl to the face of the truss are notetl as tront(F)or back(B). _ 12)�esigns checketl for ASCE 7-t0 wintl�af 726�mph(&seconE 9us:)is equivalenl to IRC2012 100 mph,wintl reaclions x 0.81 will adjust � r .�'�" ' _ wind load reaction to a speetl of 9�mph. Ji � ' � C ��LY���' l� �� LOADCASE(S) Stantlartl �'� }, v y.s � �v� 1)Snow:Lumber Increase=1.15,Plale Inaease=1.15 '~l�' ��f j)�'f�N��. �� Un'rfortn Loatls(PI� i� �'✓T� '.;�,�p... �^�yi` \�? Vert:S-7=88(F=68),4-5=153(F=-68),,73=65 ��/��".��(��;`�� ��\�� //�r���ll lillll����\ ,iU'... U i :(I.'1,t VWdRN1AG�Vrnfyd g �paamet dRtADNOTLSONTNf ANUfNCLU➢FDMIl}XHFlERENCEIdGEHII]/]]SE£ORSUSE.� p�ixE[air�cav D gn I tl M vse o H ��Mi k t Th d 'gn h based nry upon p 1 F tl" 1 'ntl �d I b N 8 mponenf. ��p Oq�p� PPPf�b'tiN i dmi9 � �t anB pr pe orpoml i c Ponmt e P bl N I6 Itl 9 d 9 naf t tl 9 .B 9�own ll�'iQm is f I 1 I ppod oi ndrvidual web members onFy Atld f I t mpwary G '9�o nmre itab fty d nn9 mmWC�on¢Ibe rezporu'656ty ol�he ecfoC'�ACdILo�tol pa'rtwnen�Crocing of�M1e overall sWCfule is tFe tesportGbifAy o��he building tlesignec Pw geneml 9uitlonce regortlinB �fdl iih nllllla:"r Iabnw�ion.quolitymnirol.itorofle.tlelivery.erec�ionantlbrocin0���uA� ANSIRPIIOuvI1ry CMMO,DSB-09onEBC51BOPdInqCOmOOnen1 g185ouna5iUeROad Saletylniwmofion availoblehomirvnPWfelns�iNle,P81N.Lee5heel.Soita312Akxantlna.VqYt314. EtlentoqNC29902 IlSaucM1emPIM SP lumberis 1(dnFedm� nvalootre�Ameetlertive06 G110130�RLX Joe rmss rrussrype ory� Fry� E7009202 Oft0ER5 EA-11720 FLAT 1 1 Job Re(erence(optionall NVRHOmes, X 7350sSep262012MiTeklndustries,IncTueJu13013:56:5]2013Page1 10'.wn4 WnCwz�hJMgzl3eLFecri�m7-kMVVt1 Ge14dN8uDabt KSgcflz9fNTMNRK?3Nh6Vys@K _ 540i � . . . . 10.10.6 . . . I 1LBA i ....—_.._' ' � 's-m� ' ' - �soa o-io-o Srale=t196 3xa II er9= I 8� 2 3 � � �d I 6 5 � Bxe= 3x4 II a '4a9 I� 5-164� 10.0.9 I tL8-fi 5-00-0 5-0-0 040.0 � Plate Oftsels(X V): �1:Edge 0-&8� �3:0.3-8 Edge� LOA�ING(P5� SPACING p_p-0 CSI DEFL in Qac) I/defl L/d PI.ATES GRIP TCLL 300 p�ateslnuease 1.15 TC 0.81 Vert(LL) -0.15 SS >920 360 MT20 197/144 (ROOtSnow=30.0) Lum6erinciease 1.15 BC 0.84 Vert(iy -0.30 5-6 >452 240 TWL 10.0 Rep Stress Ina NO WB 0.96 HoaQL) 0.00 4 Na Na BCLL 0.0 ' CotleARC201NP1200T (MatroQ Wmd(LL) 0.06 &6 >999 240 WeighC59@ FT=Sk BCDL 100 LUMBER BRAqNG TOP CHORD 7s4 SP No2 or 7�c4 SPF No2 TOP CHORD Simctural wootl sheathing directly applletl�or 2-412 oc purlins, except BOT CHORD 2x6 SP No1 end vertiwls � WEBS 2x4 SP No.3 or 2x4 SPF Stutl BOT CHORD Rigitl ceiling directly applietl or 9-2-70 oc brdcing. MTek recommentls thal5tabiliiers antl requiretl cross bracing be inslalled tlunng truss erection,in acwrtlance wdh Slabilizer' Installation uide. REACTIONS (Ib/size) 7=753/03-B (min.0-1-8j,4=753/Q3-8'(min.0-b8) Ma:UpIiR�=-11(LC 6) Max Grav 7=886(LC 2),4=886(LC 2) FORCES (Ib)-Maximum CompresSioNMaximum Tension TOP CHORD 1-7=662/36,1-2=-2153/23,2-3=2153/23 BOT CHORO 67=8/210,5-6=0I0,45=0/0 VJEBS 2-6=-465l84,i-6=15/1992,3-6=242227;15=-737/30 NOTES (�p) 1)Wnd:ASCE 7-10;VuH=126mph(3secontl gus�)V(IRC2012)=100mph;TC�L=6.Opst;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;encloseQ MWFRS(envelope);rantilever lefl antl nght exposed;Lumber.DOL=7.60 plate gnp DO1=1.60 2)TCLL:ASCE 7-10;PI=30A psf(flat root snow);Category II;�Exp B;Partially Eep:;Cl=1J 3)UnbalanceG snow loatls have been consitleretl for Nis Cesign: 4)Pmvitle atlequate tlrainage to preventwater pontling. 5)This Vuss has been tlesignetl for a 10.0 ps(bottom chortl live load nonwncurrent wRh any other live loads. 6)'This[russ has been tlesignetl for a live loatl of 20.Opsf�on the bottom choN in all areas where a rectangle 3-6-o tall by 2-0-0 wide will ft behveen ihe bottom chwtl antl any other memDers. � 7)Pmvitle mechanifal connection(by ot�ers)of Wss to beanng�pla[e capable of withstanding 11 Ib uplifi at joint 7. ;d. ' "f'�/� 8)T�is truss�is tlesignetl in accordance wilh the 2012 lnternffiional Residential Code sections R502.11.1 antl R802.102 antl referencetl ,�:� }'. : standartl ANSI/TPI 1. .�`,`�?� �<F "' 9)GirCer cames tie-in span(s):46-Ofrorrm 6-0-0 to�7-e-e `� � ;��V,;,,T_���` « %: 10)"Semi-�igid pkchbreaks inclutling heels"Member entl fixity model was usetl in ihe analysis antl design of3his VusS. 1. ,�l , 1A)In the LOAD CASE(5)section loatls applied to Ihe face of ihe truss are noteE as Gonl(F)or back(B). _ ;�:� - �� "- 12)Designs rhecketl for ASCE 7-10 wintl af 126 mph(3-seconBgust)is equivalent lo IRC2012 100 mph,wind Batlions x 0.81 will adjust � -� � � winE loatl reacHOnlo a speetl of 90 mph. -. 7 �`n f� �l� �:�� TM.- � LOAOCASElS) Stantlard � � -�!��` ��n f�t'_yy.0 1 Snow:Lumber Increase=tl5,Plate Increase=1.15 V"�` y � � � � � �� ) ii�•�c;, �'�:fpr�'��:•="r::' \�s ��i.`'S�i r i � ' .,. �� \I'.d Continuetl an pa9e 2 , ////���f�(�tUl�\��\```..- � VWdRMAG�Ymfyd g pn et dRFADNOTESONINfSANDfNCLIfD�OMfitXREi'ERENCEPAGEHIf�]4]3BEFOHE[ISE ErvcinrEairicsv � g I tl I se o N �h M'T k 1 ID tlesig ¢ba etl N W Pa � h tl f 'ntl' tl I b Itl'0 c ponenL ���� APPI blty fC sie P t ntlp P ��P�� i P t po bJty Po Itl gtl 9n n Ihu tl 9 er B nBAOwn is� I f bl wppad t C tl I b me bers N�Add� ol� pomry b rg t e zfab l ty tl 'g iru f " �M1 spons bilfiN oi the eredw Adtlltionolpeinwnm�bmcingoHheovemllsirv 1-resiFieresponvtilryoRMboiltlingd gnecFwgenemlgvtloncerepordn0 hfdiish.+lAnalz �aMlcafron,qoOl�ly conitol,storoge,tleMery,erecfan ootl bmdng,comup pN51/fPll Qm�ry�.CMMn.DSB-89 antl 8C51 Eulltllnp Componm� 818 50untlsitle Roaa SafeM�����on ovaibtikhamirussPlolelnsTtute,PBlN.leeShee�.5ui1e312.Alexantlna:VA2?314 EOeman,NC2]9J3 I�SOUChemPh.e SP lumhe�is ifiN chetlevi nrakrosarex�aaeeqeaiveUfi 0] 3013h 4lA � Job Truss � Truss Type Ory Ply E]009202 ORDERS EA-0i]20 FLAT 1 1� JobRf f ( p NVRHOmes, X ]350sSep262012MTeklndustries,lx. TueJu130t3.56:572013 Page2 ID.wn4WnCeszQhJMgzl3eLPecyuYm7-kMWLi Ce14dNeuDabl KSgcFIZ9fNTMNRK?3NhGVyst2K . ' '." "_' " "_ " _ . .. ._.,.' _ '� ' "'.._._— . . . . -. -__...' _ '_ " ". .._—_ . _ . .. LOAO CASE(5) Slantlartl � Unform Loatls(pl� Veh:57=67(F=-47)„4-5=432(F=47),1-3=-65 /, [AdRNfNG Y Jyd g pa�n et dRFdDNOTESONIH15dNDINCLUfJF��➢TEKAP3'ERFM'EPdGEM!-�673BEFOREUSE. �E��HEEqi�x.er � pe9qn ItlM o N t�MT k nn 1 iH tl 'pn b ed Nuponpa t rs h vmandutoranntlWtlualbuldngcomponent Appl b try f tl�gn p f tl p p ' orp fio � p m�e p � bSty i bvJd ng deigner not�ms deag�r Broc ng zFiown u lot la�eml wppotl of ntlmduol vreb members only.Atld i orwl tempwory bro[ng lo"nvre stab 5ty dunrg mnshucl on'¢iM1e respons b II ty oflFe ecfor. NtltliflonolpermoneNbmcirgb�t�eoveralfzirvclurebfheresponvbiLyofiFebuiltllrpdesi0�er.FOrgeneral8uitlanceregortling nLilbkAitlll�ate lobn¢�bn,puolity CO�fml.i�omge,tlellvery:e�ecfion antl br0<ir�p.Coniul� AN51/fPll Quo(�Glleria,D58-89 antl 6C51 Bu0Gln9 Cemponenl 618 5oun09Ee RoaO SaMrylnlaimulion vvalbblehomimsPla�elrpliN1e.481N.Lee5lreet,Sutle312AlexdMAa,VA2]31<. EOenton,NC9932 IISOU�M1ernVuie SV lumberis IfieAtFedesi'nuduesamtM1auellealveJ601 PO136 ALSC Job Tmss TmssType- Qry Ply E7009203 Oft0ER5 EA-11121 COMN 1 2 Job Rekrence(ootionall NVR Hwnes, X 'Z350 s Sep 26 2012 M7ek Indust�ies,Inc, Tue Ju13013:56.582013 Page t I�;wn4VVhCesiQM1JMgz13eLFecyuYm]-CY4jEYfNqxVPVVN9nb2rv9slf k3iG5W U�j7FexyspJ 0.11A 3-4q1 6812 10-0-1] t168 ._"'.__- -11i 3A-01 3<4 • _. 3-0+1 —.I._ 3+11 -� . .. 5� II Scale:Va,_1• 4 9 10 �200 �23x4 �� 3x4 �/ 3 5 B 2 �' a 8 J Sx'10 II 8x8= 9z8— Sx10 II CE-0 841.0 t}5-B 1$-0 45,] 6£-0 Plate OHSets(X Y): IZ:0.5-8 Edge� f6:0-60 Edge� (7 0.4-00-4-121 [8:0-4-00-4121 LOADING(ps� SPAqNG p-0-0 CSI DEFL in (loc) Vtlefl Lld PLATES GRIP TCLL 30.0 plateslncrease 1:15 TC 037 Vert(LL) -006 7-8 >999 360 MT20 �97/144 (RoofSno�r3�.0j LumbeflnUease 1��.75 BC 0.94 Vert(fL) -0.72 7-8� �>999 240 TCDL 10.0 RepSVess9ncr NO '� 0.73 Horz(TL) 0.02 6 n!a nla BCLL 0.0 ' CotleIRC201NP12007 (Matrix) Wntl(LL) 0.03 7-8 ->999 240 Weight:1761b FT=S% BCDL 100 LUMBER BRACWG TOP CHORD 2x4 SP No2 or 2x4 SPF No2 TOP CHOR� Struttural wood sheathing tlirectly applied or 5-2-3 oc pudins. BOT CHORD 2xfi SP No2 BOT CHORO Rigitl"ceiling tlirectly applleC or 10-0-0 oc bracing. WEBS 2x4 SP No3 or 2x4 SPF Stud � - WEDGE Left:Zz4$P or SPFNo.3 or Stud,RighC 2x4 SP or SPF No.3 0�Stud �REACTIONS (Ib/size) 2=4498/0-3-8 (min.0-3-2),6=4421/038 (min.0.31) Max Horz 2=139(LC 7) Max UpliR2=-42(LC 10),6=37(LC 70) Maz Grav 2=5295(LC 2),6=5207(LC 2) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHOR� 1-2=0l39,2-3=5064f/0,3-9=-4800A 19,4-9=-47Wii33,410=4�16/135,5-10=-48081709,5-6=5080/68 BOT CHORD 2-8=60/3273,7-8=1&2333,6-7=7/3276 WEBS &8=42294,48=-003/3347,44=105/3376,5-7=-42/312 NOTES (�3) 1)2-ply wss lo be connecletl together wilh 10d(0.120'k3")nails as follows: Top chords connecled�as follows:2x4-i row at 0.9-0 oc. Botlom choMS connecfetl as follows:2x6-2 rows staggeretl al b6-0 oc, Webs connecieC as follows:2u4-1 row�at 0.&0 oc. � 2)All loatlsare wnsitleretl equally applietl to all plies,except rf noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply ta ply wnnections have baen providetl to tlisinbute only�oatls noteG as(F)or(B),unless otherwise inCiwtetl. - 3)`Mnd:ASCE 7-10 Vutt 126mph(&semnd gusl)V(IRC2012)=100mph;TCDL=6 Opsf;BCOl=6.Opsf h=25ft;Cat.II;Exp B;enGOSed�, ;� �� '�! MWFRS(envelope) cantilede[�efi antl nght exposetl;W mber�OL=1.60,plate.gnp DOL=1.60 .° 4)TCLL:ASCE 7-t0 PF30.0 psf(9at rooGSnow);�Category II;Exp B',Partialty Exp.;Cl=t1 � (p-•4. 5)IJnbalance0 snow loads have been consitle�e0 for Uiis Cesign. ,. � � 6)This Wss has been tlesignetl for greater of min roof live loatl of 12.0 pst.or 1.00 times flal roof loatl of 30.0 psf on overhangs � �L' norvwncurtent wM othe�live loatls � – • 7)This truss has been tlesigned for a 10 O�psfbottom chord live load nonconwnenl wi[h any other live IoaOS. � � ri � �P� t ' J 1V. F 8)'This truss has been designed for a Irve IoaE of 20.Opsf on the bottom chortl in all areas where a rectangle&6-0 tall by 2-0.0 wide will � -9 � _ rt� �� � � Po between the bottom G�ortl anE any other members. ���� � �`'�� "t.�j � 9)Pmvide mechanical conneclion(by othe�s)of tiuss to beanng plate rapable of withstantling 421b uplift at joint 2 antl 371b uplift atjoint ���! 4 � :ir �;�54������ B. /\ C l .N. .J � 10)This truss is Eesignetl in accortlance with the 2012International Residential Code seaions R502.7 t.t and R802.102 and�eferenceG 'ti ti � �r'f r��^ � stantlardANSIlfPlt. ��%��.�'���%iL'",d�-\ 71)Gsitle�cartlriesn tlie�-in span(s):2&i t-0 fmm 0-0-0 to 135-8. /�jn(�I I i I��',i:���%`���,:� ���lirtu�d���pa�ge L�reaks inclutling heel3"Membe�entl fixity modelwas usetl in Ne analysis antl tlesign of this tmss. - � �WdRNIhG-Y fyd g �ynart dRFdDNOTE50NiHf5AND)NCL[IDEDAIIlFXkF}'EAENCEPAGEHI!]4T38EFORSUSE. E���EEa��-�� p g fd i � M th ANT 4 �n f ih d sign ho ed h Po 0 e� h tl' to nd vid I bNd 9 a"�+Wnent. APPI biNy I d� 9 Pa 1 rs and p P �P��� at P f po �fty Po Ad g tl g n H d 9 Bm 1 8�+ovm is� I � I pportof ntlNrtluolwxbme b N Atltlt rwl�� por rybrac gtonwres�abltyd 'g huct ih �wo sbllNotihe x�w.Atlditional permanen�hroc ng ot iFe ovem9 zUUCWre a�he rezponsb iry of ihe bu Itl ng des p�c Por gennol BuWance regortling �fdl��x i�iNla[e toMCofion,quplity mnbol,siwage:delivery,aec�ion antl bocin8��n*ult pH51/fptl pualI1y GMetla.D5E-89 anE 0610uIItlIn9 Componenl ete SounE9O¢Roatl SaMylniarmatlon availoblehomimszPla�elnstitule:281'N.Lee51ree1.5vi1e312Alexontlna.VA22ilA. Edanton,NC99J2 IlSowhemPirte W I�rnbu'n illedt�etlui nralat5arptM1OSeellmive0e �l 2013b AlX Job Tmss TmssType Qry Ply E�009203 OR�ERS EA-11721 COMN 1 2 Job Referenca o tional NVR Homes, X 7.350 s Sep 26 2012 Miiek Intlusvies,I�. Tue Ju13D�3'S6'S82013 Page 2 10-.wM WhGeszphJMgzl3eLFecyuVm7GY4j EYMqxV?NMSnb2zv9slFk3iG5tJUDj]Feayst2J �3;Designs checked fcr P.SCE 7-10 wind a1.i26 mph(3-second gusl}is equivalent to IRC2012 100 mph,wintl reactions x 0.81 will atljust wintl�,!oad3eaqion to a speetl of 90 moh.— ..-_ _- ___... lOAOLASE(S) Slantlartl i)Snow:Lumber Increase=1.15,Plate Increase=1.15 Unibrm LoaGS(pl� Vert:2-6=607(F--587),i-4=65,4�=65 � WdRNIAG Vmfydes�gnp¢r.vief andRFdDNOTESONlNfSdNDlM'LU�EDM1lPXXEFEI2ENCtYdGEHIfl4�JNi:FOXf'USE. �F�,iHFEF���� DC519� �fd�IX u5E O(�V'/ fh NJTEk fDlIIK'C10 .R16 dC3i0�6 b � h'Vp011� TE� �OMT Q d IS fIX� � dl d OI b I�J q omp nt. pppl' m'fry t de4g pa amet rs� d propa- corpomtion Of mpon t k repo b�h oi b kf B d pn not� de p Br g 3iowm 6f 11 I pportofntl�tl I b mb O h/.Atld�OP I� p rypv 0� ura#ab'G�ydunngCOnsWCfon6�heresp�nvbif�yoffhe ��a:Add tionol pe�rtwnent�oc np ot�he ovemp siNC�ure u tpe resporss b'fW o�iM1e buAtling tlesgner.Por geneml gu tlance�e9ortl nB AM111 iaN A�Illl.11s fpbiicolqn,quoli�y con�ml.51o�09e.tlefrvery,cyecibn ontl b�OClnp,mnsotl prySl/iPI1�ualXV Gflede,�5G-8G ontl B61 BuYGiny Componenl 01B SounOSiOe RcaE Seletylnbimatbn �ailoblehomirvssPlotelmMVte.181�N.L�54eei.5�iM1e31i.A{exantlna.VAYl310. IlSau�M1emPine SP Ivmberis 1(tl.tnedeu nviloesue�M1aue11¢xneCn Ol 2�33 AlSC EOenton,NC2T932 Job Tmss TmssType Qry Ply E70092C-0 OR�EftS EA-11722 COMN 1 1 Job RMerer��ootbnall NVRManes, X 7.350sSep262012M�TeklnEusMes,lnc. TueJU13013:5G:592013 Page1 ID:]28MM190KVJRLhO?I4iPw 1 yuNCxgleSSuBOEFdse)UC_81U8h4qFHT9aqUytlSNSOB0yst21 :�.���_�..... . it<� fi-&tI I i}5.8 . ..'_ "1 +II -__ _"_'"� . _. .._ . __,_._. _ - _.:..._.{T1.:__'__'__._._..._ __.._.: - .._..�.. ' �b-1fA - 6E-4. - ' _ . 6b:12""_' ' -1t< _. .. . ...-.. .__.....,"'__" .:.. <�8= S�'ale:i/4'=1' a g 10 4.00 4 3r4 �/ 3x4�� 3 5 3r6�/ �x1\� �Z 6 d '�a a� n a a.e �� � 3x4 II fi81] 1SSA 6-btZ ' 8812 LOADING�ps� SPACING 2-0-0 CSI DEFL in (loc) IPoefl Utl PLATES GRIP TCLL 30.0 plateslncrease 1.t5 TC 0.96 Vert(LL) -0.04 2-8 >999 36D MT20 197/144 (ROOfSnovr-30.0) WmEerinuease i.�s ec o.as Vert(fL) -o.ii z-s >sss zao TWL 10.0 Rep SVess lncr YES WB 0.13 Hoa(TL) 0.01 6 Na n/a BCLL 0.0 ' CotleIRC201NP12007 (MaVix) `MnC(LL) 0.06 2-8 >999 240 VJei9ht:651b FT=S% BCDL 100 LUMBER BRACING TOP CNOR� �4 SP No2 or 2x4 SPF No.2 TOP CHOR� Siructural vrootl sheat�ing Ciretlly applied. BOT CHORO 7n4 SP No2 or 2x4 SPF No.2 BOT CHOR� Rigid ceiling Eirectly applietl or 10-0.0 oc bracing. VuEBS Dcb SP No.3 0�2x4 SPF Stutl M7ek recommentls that Stabilizers antl requiretl voss bracing SLIDER LeR 2x4$P or SPF No.3 0�Stud 4�8-14, be installed dunng truss erection,in accoMance wit�Slabilize� Right 2x4 SP or SPF No,3 or StuE 4-8-14 Inslallation u'Oe REACTIONS (Ib/size) 2=633/0.3-8 (min.0.1-8),6=63310.3-8 (min.0.1-8) Max Hoa 2=-778(LC t0) Max Uplitt2=-05(LC 12),6=-45(LC 13) Max G2v 2=748(LC2),6=748(LC 2) FORCES (Ib)-MacimumCompression/MazimumTension TOP CHORD 1-2=0/33,2-3=-713l79,19=-500/B0,d-9=43?J109.440=432/109,510=500/80,S&=713/79,G7=0/33 BOT CHORD 2-8=0/37Q 6-8=0/370 WEBS 48=0(316 NOTES (70) 1)Wntl:ASCE 740;Vutl=126mph(3second gust)V(IRC2012)=t00mph;TCOL=6.Opsf,BCDL=6.Opsf;h=25fl;Cat.II;E�cp 8;entlosetl; MWFRS(envelope)gable enC zone an0 GC 6Rerior(2)zone;cantilever lefi and nght exposetl;GC tor members and Porces&MWFRS for mactions shovm;Lumber DOL=1.60 plate gnp DOL=1.60 2)TCLL:ASCE 740;PI=30.0 psf(flat roof snow);Category II;Ezp B;Partially Ezp.;CY-1.1 3)Unbalanced snow loatls have been consitlered for Nls tlesign. 4)This W ss has been Eesignetl tor greete�of min roof live loatl of 12.0 psf or 1.00 times flat roof loatl of 30.0 p5f on overhangs non-canwrre�ri wkh ot�er live loatls. 5)This tiuss has been Gasignetl for a 10.0 ps!bottom rhortl live IwC nonconartem with any oNer live loatls. �"�:I il':!�'J;��, 6)'This Vuss has been tleslgne0 for a live IoaC o120.Ops/an the bottom chortl in all areas where a rectangle&GO lall by 2-0.0 vride will ����'� B EeN+een ihe botlom chord and any other members. _.���\. F-,. �' :��V,, 7)Provide mecl�anical cannection(by ot�ers)of Wss to beanng plate rapaCle of wiNStantling 451E uplfi at joint 2 antl 45Ib uplRl at joint ^v �\�'� �,� - ��,`<���-'� e)This truss is designetl in accordance wiUi Ne 20121mernational Resldential Coae sections R502.11.1 antl R802.1�2 and referenceC �\ � ' -''��'��}����.j'. - stantlartlANSV7Pl1. = � ;'- :: ' 9)"Semi-rigid pRChbreaks including heels"Member end fix�y motlel was usetl in lhe anatysis and design of this iruss. _ „ : l�•� ' ._ 10)Oesigns checketl torASCE 7-10 winC at 126 mph(3-secontl gust)is equivalent to IRC2012100 mph,winC readions x 0.81 will atljusl - T, : ^��� L � ��" � C�' -" wintl loatl reaction ro a speetl o(90 mph. �- �w��?S T. �)� ,��'f!� '' ,- T• aY>.T, li/ '� ( �/l.✓. LOAOCASE(S) StantlarE '!•�"+-.�ti�rf��.r'�+Q''�� � //���V ,f,�;...•;� �•9\\�� ,�������ir7u iu ttt`���s I 1 VWARNItX:�VmJy�te.ignpamme[�.smndR£dONOIESONT}IlSMDIHCLfIDEDMf1EKRF3'ERfIlCEPdGEi4f�]4l3BEFURSUSE. Em,�HEEpi�er oedO�wFtllausewN����ekmn�cias.ih'ndetlpnubmetlonH�ou"�W�a��arssliorm.ontlufaaninaivtlualEUilC4qcortponenf. ���� APP�atifry ol Cesign paromelm aM prope�4mpaaTOn oY rnmponrn�e responib6ry oi Widirg tlesipne-not i(us tleaprwr.Bmdn9 sM1m.n 's ta ktaal wppW o�ntliritlwl v.ab merMen oNy.AtltlifionW lemporary bra�cq�o'uwne stadify tlinirq cnruhuction e ttw responsbifN ol iM necfw.PtlOifioral P<mwnen�bracn9 af t�<ovemi sfvclwe u MB mpowGily oi�he Wiltl'uq tlesqrier,far Oererol guidance rapedvp �I.il I�M%.�011.tl.. fabeicotbn,quofM conhol stua0e.defrvery,maclion orM brocvp,comvll pN51/IYII QuaGN CMMa,DSl�09 and 861 BuOtl�np ComponeM Saleryln�amol�on o ikbkhomirussPlotel�ssfiNfe.4BlN.leeStreeCSui�e312,Akxontlno.VAY131C. B185ounesiJeROaa I/SOU:M1ernVlne SP lumbuit J'ied.Nedeu nulunamtM1as•. MecnveG6 01 IOl3b ALSC E4emm�,NC3]9]2 Job Tmss Tmss Type Oly Pty E]pp9205 ORDERS EAdt]23 FLAT 1 1 Jab Refererrce(ooGOna17 NVft Nomes, X ]350 s Sep 26 2012 M7ek Intlustries,Ina Tue Ju130 13�.5]:002013 Page 1 I�:wMVJnCeszphJMgzl3eLPecyuYm]-BxBTfEheMYfjlhJAiS?NEHNVhID2Zpbmhl cMjqysl2H 0-10-0 5-0-0 � �10.4-0 11-3-0 ___ "' .i . . . _.�-_ _....,_... . ._..� ' � '0.ID-0_ . ._ ___"" ._. .__.._. _..._ ' a-9-0'_ ._ . ' _" . . . " ' 4-9-0 " __,._. .._ " ' __ � 0-ID-0 ' Srale=1;18] 3xn II Sx] _ � Sx] ° 2 3 � � ��l I� � I ] 6 5 3.4 I I Bx8= 3x4 II 8 4 o-ion szo � io-a-a I ii-z.o �0-00-0 � 0.9�0 4-9-0. 0-00-0 LOAOING(psQ SPACING TCLL 3p.0 2-0-0 CSI DEFL in Qoc) UtleFl Lld PLATES GRIP (ROofSnovr-300) P�ateslnaease 1,15 TC 0.66 Vert(LL) -0.15 6-7 >896 3fi0 MT20 197/144 TC�I. �p,0 Lumberincrease L15 BC 0.92 Vert(fL) -�3� 6-7 >440 240 BCLL 0.0 ' Rep Stress Inu NO N/B 0.61 Hoa(TL) 0.00 4 n/a nia BCDL 10.0 CotleIRC2012?PI2007 (Mat�ix) Wntl(LL) 0.06 67 >999 240 Weight:511b FT=S% �UMBER BRACING TOP CHORD 2x4 SP No2 or 7x4 SPF No1 TOP CHORD Structural wootl shealhing tlirecfly applletl or 3-0-5 oc pudins. BOT CHOrzD .7x6 SP No2 BOT CHORD Rigid ceiling tlirectly applied or 7-1-5 oc bracing. WE95 2x4 SP No 3 or 2x4 SPF Stud'F�ccepY MRek recommentls that Stabilizers antl required cross 62ang 1-6,3-6:7x4 SP No2 0�2x4 SPF No2 be installed during iruss erection,in accortlance wit�Stabilizer Inslallation uitle REACTIONS Qb/size) 8=833I0-3-8 (min.0-t-8),4=833/0.3-8 (min.0-1-8) Max Grav B=980(LC 2),4=980(LC 2) FORCES (Ib)-Maximum CompressioNMaximum Tension TOP CHORD 1-2=2403/23,23=2403/23 BOT CHORD 7-8=0/0,6-7=0/0,5-fi=0/0,4-5=0/0 WEBS 2-6=d24/76,1L=24/2496,3-fi=24/2496,1-7=831/30,3-5=831130 ' NOTES (11) 1)Wnd:ASCE 7-10;Vutt=126mph(3-sewnd gust)V(IRC2012)=�OOmph;TCDL=6.Opsf,BCDL=6.Opsf;�=25ft;CaL II;Exp B;encloSeQ MVJFRS(envelope);cantilever left and right eaposed;lumber DOL=LfiO plate grip DOL=1.60 2)TCLI:ASCE 74�;Pf=30.0 psf(9at mof snow);Category II;�Exp B;Partially Exp.;Cl=t1 3)Unbalancetl snow loads have been wnsidered forthis tlesign. 4)Provitle aCequate drainage to prevent water ponding. • 5)Thistruss has been tlesignetl for a 10.0 psi bottom chortl IiveAOatl nonwncurtent wilh any ot�er live loatls. 6)'This huss�as been tlesignetl for a live loatl of 20.Opsf on tl�e bottom choM in all aieas where a reclangle 36-0�all by 2-OO wide will fp behveen ihe Dotlom chord and any other members. 7)This Wss is tlesignetl in accortlance wilh t�e 2012 Inlemational Resitlential Code sections R502.11.7 and R802.f02 and ieferenced stantlartl ANSIRPI 1. B)Girtle�cxrties tic in span(s):66-0 fram 6L-0 ro 11-2-0 . ''�` ,(f/:. 9) Semi-rigitl pitchbreaks inclutling heels"Member entl fuRy motlel was used in the analysis antl tlesign of this truss. ..' .,, 10)In the LOAD CASE(S)section,IoaES applied to the face oflhe truss are notetl as front(F)or back(B). � , t 1)Designs checkeC for ASCE 7-10 wintl at�126 mph(3-semnC gust)is equivalerrt to IRC2012 100 mph,wintl reac[ions x 0.81 will aCjusl ��,�`"yZ :� wind loatl reactian[o a speeC of 90 mpb. "�E�, � �� ,'.� � LOADCASE(S) StanCartl - � _ 1)Snow:Wmberinuease=lJS,PIatelncrea5e=7J5 _ �' ,' ��ft r�f;t , _ UnROrm Loatls(pl�� 4 r.l'� Vert:7-8-153(F=-68),.57=-86(F�8)p45=153(F--68),1-3=-65 ' � �"�' S f (�I C �J� -U� � � .�i��� l' r'� �i I)fa��:� J"r� .� •i;C�i.,�, fnY.,.... J ��.` i/ �'.U', G.��� O� i�,,` ilh'�t. ``��'\ ,I,?fll Il llll\���.�� ','� � WdRNfAG-YmfyAesgnparn ai dRF�DNOlESON,iNfSdNDfNCLUDEDAII1phAFSERENCEPdGEHII.14�3BEF0REU5E. Eurir�FCaiuc,ev �eg Idt onryviithMTe¢con t iti d gn baed N Ponpommelerss�ownantlsfwonnd itl Ib Id B ponen� �@��� Appl bl'ry td ignpamme�ersantlq per oq�� Lo t p - I-e�espansl>Yryolboldnptlei0�a' �ott d g B cnq�M1OVm �� is tp laleral wppcH ot ntl vidual web members ry..AtlCM1OnaI temporory bac'rn8�o nwre stob Ilry tlunng consimct on s Ae rezpons bifly ot ihe ��� e�ec�o'. Atltli�ianal pttmanent Wo[ing of�M1e oveeoll dmcfwe o Me resparvIDifiy o�iFe builtling tl¢ignec Fd B�e�al guiCance�egoeCi�g +GII iek ilAllvb 'fabrk fwn.quolity conirol.sforoge,tlelivery,eredbnontl brBcing:consult , �NSIRPII QualHV CMetlu,D58�09 ontl eC51 BuMlnfl�omponent g�g���dsitle Roaa So1Ny IniwmoNOn avaihble hom ims Pla�e Ins�iNte,281 N.lee Shee1:SoBe 312.Alexandtla:Vq 2Ti14. . 1 u M1 � P lumbu�is 'fi ��Cdeu- �el�oare� o M r On�01 2013 EEen�on,NC9932 Job Tmss Tnissl'ypa pty Ply E700920G ORDERS EA41724 HIPS 1 1 Job Referenca(oo(ona0 NVR Hanes, X 7.350 s Sep262012 M7ek IrWUSlries,Inc. Tue Ju13013:57:01�2013 Page i ID:728ntM 1?OKNRLh07t4iPw1 yuVJCxc7lstaiGlsta NqiMGAXCnVw�GIG IAZwwhLVFGyst2G _ _ '_ . . -.� 11 6-Y2 . 114Lt< P-01-2 y. 2]-9-14 , ZRt1-0 J-ID . . . _.:�1� &b2 --� 5-10.13 SH-! ' - . 5.104]--4�._ _-_._._._...,--._._ . 6q-] d-01� Scale=1:81.6 Sx8 MTiBH= a�- 4 15 1fi5 8 00 12 3a8 i 3B� 3 8 14 �] � �8 �� 2 �a 6�� 1T 11 19 10 9 6+6�� 3x4 I I 5�= 3x8 = 3x4 I I 6-0-2 11-0tdl t]-t1Q 239-1< 3¢H-0 61-3 � 110.1t � SiH � S10.R � bt-2 Plate Offsets(X.Y): R:0.1-2,0.2-91.f4:0.S8.0.1421.fS0.3�.0.1-12L P:0.Y2.0.2-91.111:0.3-0 0.301 LOA�ING(Psn SPACING 2-0-0 CSI DEFL in Qoc) Ildefl LJtl PLATES GRIP TCLL 30.0 plales Increase 1.15 TC 0.92 Vert(LL) -0.13 10-11 >999 360 MT20 197l144 (ROOfSnar-3Q0) Lumberinuease 1.15 BC 0.85 Vert(TL) -02310.11 >999 24� MT18H 1971144 TC�L 10.0 Rep Stress Incr VES VJB 0.99 Horz(TL) 0.12 7 Na Na BCLL 0.0 ' Cotle IRC201NPI2007 (Matnx) NAnE(LL) 005 17 >999 240 WeighC 1621b FT=S% BCDL 10.0 LUM6ER BRACING TOP CHORD 2x4 SP No.1'ExcepP TOP CHORD Siructural wootl sheathing tlirectly applietl or 2-2-0 oc pudins. 45:2e4 SP No.iD BOT CHORD Rigid ceiling directlyapplietl or 10-0.0 oc bracing. BOT CHORD ?x4 SP No.2 or 7xa SPF No2 WEBS 7 Roe at mitlpt 4t0 WEBS 2v4 SP No 3 or 2z4 SPF StuL MTek recommentls ihat Stabilizers and�equired cross brecing WEDGE be in5lailetl tlunng Imss erection,in accortlance wit�StaCilizer Lefl:2x4 SP or SPF No.3 or Stud,RighL 2x4 SP or SPF No,3 or Stud Installation uitle. REACTIONS (Ib/s¢e) 2=1378/0.38 (min.0.&7),7=737W038 (min.43-7) Max Horz 2=201(LC ii) Mart Upiift2=102(LC 12),7=102(LC 13) Max Grav 2=2779(LC 37),7=2179(LC 37) FORCES (Ib)-MaximumCompression/MaximumTension TOP CHORD 1-13=0/75,2-13=0/45,2-14=-3084/236,314=-2657/259,34=2209286,415=1629/283,iSi6=1629/283, . ' 516=1629283,5-6=221 W286,617=2650259,7-17=3086I236,748�/45,8-18=0/75 BOTCHORD 24 2=13212 34 2.11-12=-132/2342.11d9=8/1628.10.19--8//628,310=103/2341.7-9=7032341 VvEBS 3-12=0/263,311=887/183,411=-%/647,410=217/219,570=181622,6-10=885A83,69=0262 NOTES (�p) 1)Wntl:ASCE 7-10;Vutt=126mph(3-seconE gust)VQRC2012)=100mph;TCO1.=6.Opsf,6CDL=6.Ops/;h=25fl;CaL II;Exp B;encloseQ MWFRS(envelope)gaEle end zone antl GC E#edoq2)zone;rancilever lett antl nght exposetl;GC for members anC fo�ces 8 MWFRS for reactbns shown;Lumber DOL=7 60 plate grip DO1=7.60 � 2)TCLL ASCE 7-10;PF-30.0 psf(flat roof snow);Calegory II;EzD B;Paniairy Exp.:Ch1.1 ` ! i 3)Unbalancetl snow IoaCS have been wnsitlered fotNis tlesign. \\ � � � - ',2 .��:� d)This Wss has been tlesignetl for greater ot min roof live loatl of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs ' <� E � � i�. �/� non-concurtem whh other live IoaCS. , ';r..,�'�py'�.,�•j:���!�. 5)Pmvitle atlequate tlrsinage lo Drevent water ponding. � .�".;;'` _ 6)All plates arc MT20 plates unless oIDermse inEirated. _ �� ��� ` . � 7)This W ss�as been designetl for a 10.0 pst bottom chortl live baC nonconwrrent wit�any oNe�live hatls. _ " B)'This Wss has been tlesignea for a live laad of 20.Opsf on Ne bottom fhortl in all areas where a iectangle 16-0 tall by 2�0 witle vnll = ^ ��:);t';�;'i � � _ ft belween the OoHOm chortl and any othe�membere,with BCDL=tO.Opsi. T �� (j1�y �;r _ 9)Provide mechenical connedion(by others)af truss to bea�ing plate capatile of withstanding 102 Ib upliR at joint 2 and 102 IG uplifl at � � �.� -.r�.�4 ' �{-' jaint7. �� �.- �" ' Q � � 10)This Wss is tlesigned in accortlance with the 2012 Intemational Resitlential Cade sections R502.11.t antl R802.102 and rMerencetl 'if�.o:r'�'��'!�i.'�r•���1��� stanEartlANSUTPl1. �I,'"t{'�i�-x�'�' �a �� ,y '��. \ 11)'SemFngitl pdrhbreaks inclutling heels'MemOer entl�ady ma0el was useE in the anatysis and tlesign of Nis Wss. ��,�+�I°',��,.�Q� ��\� 12)�esnigns UeckeC for ASCE 7-10 winE at 126 mph(3-secontl gust)is equivalent to IRC2012 100 mph,wind reactions x 481 will atljusl ��rt;l i I I Ul�����\\ ContiKu€du�tlf�a�n to a speed o190 mph. � i 'i,� V9 .lili.. �� _ ��� .'. � WdRN/AC�Vm:fy�iesignprtn�mRn�ariRRF.1D�N01ESONiI/fSANDfNCLIfpFDAIIlFXRFSERSNCtPdGElII7��4138EFDitSL:tiE. E��xr[air.r,ev Devgn valid tw use onN�h MRek conriecbrs.IDu desipn e Eos d onN upon pmameters sfwvm,antl ls for on intlividual 6 id'vg componenL ���� AppGCCb�ry ol tlmi8�Pa�e��ars aW qopr incorpwotqn Of cempanmt e respowDSty of bWdvq tlesgrcr-roi irvs tle9pr�a.BmcinO�� utalalrcalwpparlotiNi.Yivalv.ebmembersoNy.Adtlifional�ertporaydocig�o"vuurestobiptytlurv�gmfsshuclon6��erespo bifho�i�e nttfa.Atldlbwl Pertnanent Mac'vp ot Me ovemI5lNCiVt'¢Me re5po�bifM ot�M1e bu➢tl'vq tleiqnc.Fa gmer0l p�ltlance repNQrp :I.IIiBx n1All:i1? �atio�on 9�47 conlrol siwvpe.defrvery.erec�ion aM brocMg.corsutl ANSI/�PIl pvaqy GIIMa.O58-0Y vnd 6C51 BuMInO CempeneM 91B SaunEVJe RoeJ $aMylnlaemWlon avalhblehoml1usPlo�elfu�INta.101N.LeeSkeef.Sule312AlexarWrw,VA2914. Iliou nu V P lumbe.is 1� �netleA n e�bvueX c ..06 Ol E01 EOaman,NC2]933 Job Truss TmssType �ly Pty E]00920G OROERS EAd1724 NIPS 1 1 Job Refererice foot ona0 NVR Homes, X Z350 5 Sep 26 2012 MiTek Industries,Inn Tue Jul 30 13:57:01 2013 Page 2 I�928MM i?OKWRLhO?t4iPw1 yu WCx-c7lstaiG�s:aNqtMGAXrnVwcOGIGIAZwwhLVFGysRG _"_ '_' ' �.'"_.. .. _`-a �. __. _ ..__..' __ ' . _'.'"__'_,_- " ' _ " _'_'__"_"......_ _..�____ '._' -_-_— __-__ ' '_ - _ ' _ " _... LOAO CASE(S) StanCaN � WARNIAG-V fyJ g paan t dHFaDIIOTESONIl/fSdNDfNCLUDFDMIIEKRF3'ERENCEPdGSHIf�i]3.BEFORSUSE. E�iHEEp�er 0 9 I'tl t o N�F IJi k n 1 i� d �p bo ed �y, po pe I M1 tl" t tl vd I WlC'p po nt ���� Appl� bfry IE pnp t tlprop I ap ol I p ent po bdfyOfbdtll�gtl g it tleg Br gehown is t I f I ppwt of d'tl I b memb N Add t I t mpo ry d g fo n e ataMl ry d-"r�g hu � M espon tilfty ol the elecfw.Atldtlonalpermonenia -nqoffM1eovemOStruclaRSihere5pbnvbANOR�ebulldingdsignecFOrgeneralpvdanceregardng !�1dliknlPll.ve bbrka�bn.qoality conimt siwage,defrvery.�e�xtion antl braciig,cansNt �pN51p10 pao11N CMetla.P59-09 antl L(31 BuOd�nq Componenl Sa1eM������ o�aibbkkomirvssPlolelmtiWte.281N.LeeLree6SOife3li,Alexontlno.Vq213H. BIBSOUnC5i0eROaE IISaw�ernV�e SP Iwriheria� 1led i etlesi nv�luesare�M1as eNecxi -Cn 0] 01 AL Etlen�on.NC�]932 Jo0 Truss TNssType Qy Ply E]00920� OROERS EA-11]25 HIPS 7 1 �Job Re/erence(oofon2p NVR Homes, % �.3W s Sep 26 2012 MiTek Industries,I�. Tue Jul3�13:5]:03 2013 Page 1 I�]2BnM11?OK WRLhO?t4iPwt yu WGz-Y WicHPI��lc8'I INbZ4sw"hJ4pcmDUDN1qOK9ys12E .�..-.:.._.,..-�11.j� 4-B.fl 9J�4. 10.1L8 ffi142 � 2S2J__ � 2&tt-0 �0.10- . IQ14� 4843 � 4£-] � ._-Sb-4-.. � -S-B< � 4a4- � -4E-1�.+a:..�.-'..--__..-_.. Scale=1:53.1 >�- 3x8= 4�fi= 4 15 5 ifi 8 800� 3+a C 3xd G 3 � d � 14 1] 2 B 9 �� �o 12 1B 19 Sx] II 13 �� �� Sx� II 3�- 3� 3r4 I I 3x8= g � 41LB I 2 -02 � 2,¢y]�0 �gyq SA4 SAA 9-3-6 Plat OH t (XY)' �2'0-38Ed � �4'0.&80.T-721 f6'0.&80-142� �893-BEdael LOADING(ps� SPACING 2-0-0 GSI OEFL in Qoc) Vtleil Ud PLATES GRIP TCLL ��� Plates Increase 1.15 TC 0.96 Vert(LL) -021 2-73 >999 360 MT20 197/144 (ROOf Snow=30.0) Lumbe��ncrease 1.15 BC 0.86 Vert(fL) -0.55 2-13 >650 240 TCDL �4� Rep Stress Ina YES WB 0.38 Horz(TL) 0.11 8 n/a n/a BCLL 0.0 ' Cotle IRC2012/TPI2007 (Mattix) Wntl(LL) 0.06 11 >999 240 WeighC 14610 FT=Sh BCDL 10.0 LUM6ER BRACING TOP CHORD 2<4 SP No2 or 2na SPF No2'ExcepP TOP CHORD Swctural wood sheathing directly applied. 46:2x4 SP Na20 BOT CHORD Rigitl ceilin9 directly applied or 10-0-0 oc bracing. 80T CHORD 7x4 SP No2 or 2x4 SPF No2 WEBS 7 Row at mitlpt 613,5-10 WEB$ 2x4 SP No.3 or 2x4 SPF Stud MiTek recommentls lhat Stabilizers antl requiretl aoss bracing WEDGE be installetl.tluring Wsserectioq in acr�rtlancewith Stabilizer Lett:2x4 SP or SPF No.3 or StuQ Ri9M:7x4 SP or SPF Na.3 or Stutl . Installation uide. REACTIONS (Ib/size) 2=1395/0-38 (min,0.3-1),8=7395/0-3-8 (min.0.3-1) Maz Horz2=158(LC 10) � Max Uplifl2=-81(LCi2),8=-81(LC 13) Max Grav 2=1934(LC 37),8=1934(LC 37) , FORCES (Ib)-MaximumCompressioNMaximumTensioa TOP CHORD 1-2=0/56,244=2604276.3-14=24531304.3-4=2095281.415=-1722272.5-15=-1720/272.Sd6=-1720/D2. 6-7 6=-0722272;57=-2095281,7,17=2453/304,e-07=26047276,e-9=0/5fi BOT CHORD 2-13=-154l1980,12-13=88/2143,1&18=88/2143,ib18=88/2143,17-79=88/2143,10.19=88/2143,8-1�=154/1980 WEBS 3-13=549/179,4-03=-37/709,513=645/150,5-119/22Q 510=649150,F70=37009,7-10=549/180 NOTES (�l) 1)YVinc:ASCE]-10;Vutt=126mp�(3-second gust)V(IRC2012)=100mph;TCDL=6.Opsf;BC�L=6.OpsF,h=25ft;Cat.II;Ezp B;endoSeQ MWFRS(emelope)gable end rone and C-0 Ezlerior(2)zone;canfilever left and ngM exposed;GC for members antl forces&MWFRS for reactions shown;Lumber OOL=1.60 plate gnp OOL=1'.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(Flat roof snaw)jbategory II:Exp 6;Partfally Exp.;Ct=1.1 3)Unbalancetl snow loatlshave been consitleretl for this Eesign. 4)This iruss has been tlesignetl Por greater oi min rbof live load of 16.0 psf or 1.00 times flat roof loatl of 30.0 ps(on overhangs \``,-.\ �non-concurtent wRh other live loatls. 1 � '�' 5)Provitleatlequatedainagetopreventvrdterpontling. `-' ��'� f ', �<- ...� 6)This Wss has been designetl fora tO.Opsf,boHOmbhortl IiveJoatl nonconcurrent with any other IiveJOads. ;; r ' , �� % 7)'This Wss has been�designed for alive load of 20.Opsf on the bottom chortl in all areas where a rectangle 3-60 tall by 2-40 witle will � �^�` `�� - Po be[ween lhe bottom chord antl anypthe�members,wit�BCDL=10.Opsf: - . �r� - e)Pmv�tle mechanicel conneclion(by.others)of.UUSS ta bearing platecapable of wtths[anding 81 Ib upli�at joint 2 antl 81 Ib uplift at joint - � C ..�'"i � � � '_ B. - .� y'Pn' ,_Y-__ 9)This truss is'tlesignetl�in accortlance with Ne 20121nlemational Resitlential Cotle seclions R502.71:7'antl R802.102 anE referencetl �,_„ , . ��"( j�f' l.�^�� stanGardANSI/TPI1. �[.u^+�,..�� :r4 � { . �, �' !� 10)"Sem�rigiC pitchbreaks including heels"Member end fuity model was usetl in the anatysis antl tlesign of fiis iruss. �••� r �:.�� � '� ` 11)Designs checkeE forASCE 740 wind a1126 mph(3-seconil gust)is equivalent to IRC2072 10�mp�,wind reactions z 0.81 wiil adjust i�j�5t°�. . �• �� wind loatl reaction to a speetl of 90 mph: �/.� � ,� ��� �. �� LOADCASE(S) Stantlard ��I��f�If�1�11�"�,\,`'� �WLRNthG Ymjyd g y vunet ARPAIJ1iOTPSONTNISAA9INCLIIDFDMIl£XREGERENCEPdGEHII�i]3BEFOREIISE. Eri,ir�EEFirrar p 0 Itll o ry fpN+T k fors iM1 a gn �a tl N po p te h tl' f -ndvq IC Id g mpo ent ���� AOP� Plty ttl ig p � tlp p¢ Ocap 6 f p 1¢ po blty tbolC gtl g n flrv tl g .9 BsM1awn isb I f¢ I ppotlal tl tl I bme b ty'Adtli IY �p aryWa �g� eatpbllytl ' g im M1 ' �M1 �pon bYPtyoHbe ec(p.Atltl'�'Onol pemwnen�bmC ng O���P Ovem1151NCN2 5 fh¢�e5powb fty Ot 1hC bU ItlinB des gner_Fcr penerol gi tlanC6 regard ng 'I Ili-k N�Il.11c IoUicolbn.quolitymnhoL5lomge.dellvery.erCC�'anondbocing:consul� pµ$pJpll�uoIXy GIIMa.�5B�09antlB6lBU�tl1�9COmponenf B185ounOVOeROaE SaMly lnbrmatlon available from irvss Plofe InstiW te.2BI W Lee SheeL SoXe 312 Akxantlna.VA 2916 EJeMOn,NC 9934 IiSouvh mPl.x SP lumberir I('reJ ined i nWeu�e�M1OS� fl -01� 013 � A Job Tmss TrussType pry Ply E]0032D8 ORDEkS EA-11]26 HIPS 1 1 Job Reference a tional NVR Homes, % 7.350 s Sep 26 2�t2 MiTek Intlustries,Iric. Tue Ju13013:57:052013 Page 1 1�:71.8rRM1?OKVVRLhOPt4iPwlyuWCx-VU7MixImB5Nas5 W VObVxL410u6xE7GWqIJ601yst2C _._._. . .�11�4-9-3 9<-0 1Cd1-6 I0.]-0 RS1-13 23N-0 3016q � Hd- A� � 4-8-9 + aE43 � 54-8 ' S.]A - -�- 46-13 ' 4-9-3 -11-01---'-"----�-- Scale=1:53.1 4a8= 3a8- 4a4= < 15 5 �g 6 8.00 t2 3x4 O 3xC O 3 � � � . M 1] ry 2 8 � ml� 9 lm 12 18 19 Sx1 II 13 �� �� Sx].II 3z8° 3� 3x4 I I 3x8° nn_n i<i .a � zo->-o � zsii-o 9+0 .5-]-8 5-]d 9�1-0 ' Pla[e OHSets(X,YY �2'0.&8 E4Ve� �4:0.&12 Q2-0I f6:0.&12 0.2-0��I8:0.3-8 Edpel LOADING(ps� SPACING y_0-0 CSI DEFL � �{�) I(Ce51 Vtl PV+TES GRIP TCLL 30.0 p�aleslouease L�5 TC 0.94 VeM1(LL) -011 2-13 >999 360 MT2� 197/144 (ROOf Snovr-300) Lumber Inuease 1.15 BC 0.87 Vert(TL) -0.5fi 2-13 >634 24D TWL 10.0 RepStresslnrs YES VvB 0.39 Horz(TL) 0.11 8 Na n/a BCLL 0.0 ' CodeIRC2012/TPI2007 (Matrix) Wnd(LL) 0.06 it >999 24D WeighC1491b FT=S% BCDL 10.0 LUMBER BRACING TOP CHORD 2x4 SP No2 or 2z4 SPF No2'ExcepL' TOP CHORD Strudural wootl sheathing�tlirectly applietl or 2-2-0 oc purlins. 4-6:2c4 SP No 2D BOT CHORD Rigitl ceiling di2ctly applied or t0-0.0 oc bracing. BOT CHORD 7x4 SP No2 or Dc4 SPF No2 WEBS 1 Row at mitlpt 5-13,5-10 WEBS 2x4 SP No.3 or 2xd SPF SWtl � MTek recommentls that Slabilizers antl required aoss bracing WEDGE be installed Eunng tmss erection,in accordance wiN Slabilizer Left:2u4 SP or SPF No3 or SWd,Right 2x4 SP or SPF No.3 or SWd Installalion �ultle. REACTIONS (Ib/slze) 2=1395/0.3-8 (min.0.3-1),8=1395/03-8 (min.0.3-1J Max Horz 2=159(LC 17) Max Uplrft2=82(LC 12),8=82(LC 13) Max Grdv 2=1940(LC 37),8=1940(LC 37) FORCES (Ib)-MaximumCOmpression/MazimumTension TOP CHORD 1-2=0/SQ 2-14=2613275,3-14=2462/304,3-0=2082I287,415>1710I272,5-15=1708/272,5-16=1708272, 616=1710/272,�*7=-20ffi/281,7-17=2462/304,8-17=2613/275.8-9=0/56 BOT CHORD 243=153/1988,12-13=-852118,12-18=-85/2118,11d8=852118,11-19=85/2118,10-19=-852118,840=153/7988 WEBS 313=555/181,413=37pO5,513=631/150,5-11=0/21Q.S10=63�/150,6-10=37l705,7-10=555/181 NOTES (��) -0)Wind:ASCE]40;Vutl=126mph(3-secondgust)V(IRC2012)=100mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;CaL II;Fxp B{enclosetl; MWFRS(envelape)gable end zone anE GC E�Renor(2)zone;cantilever lek and nqht exposetl;GC tor members and forces 8 M'NFR& for reactions shownj'LUmbei DOL=1.60 plate gnp DOL=1.60 � 2)TCLL:ASCE 7-tO;.Pf=30.0 psf(Oat root snow);Category II;Ezp 8;Partially Exp.;CY-1.1 3)Unbalancetl snow loads have been cnnsitlered for this tlesign. 4)This Vuss has Eeen tlesignetl for 9reater�of,min roof live load o!i6 0 psf or 1 00 times Flat roof Ioad af 30 0 ps�on overhangs -���� � � _ �'�%; non-concurtent wM1h other live�loatls. �� �, 5)Pmvitle adequate drainage to prevent vrdter pontling. � 6)Thisiniss has been designed tor a 10,0 ps(bottom chortl live IoaE nonconwrient wHh any Wtier live loads. � •, �' 7)'This Wss hes been�tlesigneE for a live had of 2�.Opsf on thebotlom chord in all areas where a rectangle&&0 tall by 2-0.0 wide will e- �: . ft between ihe�ottom chortl antl any other members,wilh BCDL=tO.Opsf. r�Y � 8)Pmvitle mechanical connection @y others)of truss to bearing plate capable of withstantling 82 ib uplift aljoinl2 and 821b uplitl at joint �r� �: „ �� _ e ��`� f 1 C ��J r 9)Thistruss is designedin acwrGance with Ne 2012 Internalional Resitlenlial Code sections R502.11.1 and R802.10.2 and referenced � � �.,��. rt�'TD� .1F,� f�i�J stanEarCANSI/TPI1. � ?i y d � 10)"Semi-rigitl pitchOreaks inclutling heels"Mem�er end fxity model was used in the analysis antl desiqn of ihis Wss. �� "�1r r�f �`�•" � � 11)Oesigns checked forASCEJ-10 wmC af126 mph(3-secontl gust)is equivalent to IRC2012 100 mph,wintl reactions x 0.81 will atljust �/�j;]V i �.3���`��`\�? LOADCASE�S)aStandabspeetlof90mph. ����/// i�r�t`��k�`�`�.�1 I � W6RMNG V Jyd g panunct dRFeDNOTESONiT/fSdNDINCLULIFPMf]EKAPFERSNCEPAGEMIf�/4J3AFFORfif�:SE. FM1,�HEFqi�.,�� De g Id t o N"�?h Mi k on A Th��de40� b setl � N P� Po � � h . tl' t 'd'vrtl �I b H g c mp neA. appl ti 6N f d 8 Po 1 tl pr p mPaa�'� f p�nmf¢ spo bFry t b Itl g d�g � nof t tl�vg .B g�M1� 5s for lalemi suppotl of ntlrvtluol v.¢b m mbers only..Adtl f onal tempvary brorn8�o nvre Aab I ty tlonng mnshocf on h�he responSti IfN ot Pe ec�o[.AtldiNOnol pemionent bmcing of Me overo0 shudv2 ii�Fe�esponsibillfy of�he Wilding tlesgnec Po�geneml goitlonce re9artling nlAltaM ilAllalS fobnm�on,quoliF/con�mL sfwo9e.tlelrery.erecfron ond bro[ing,consW pNSIRMII O�oGN CMerio,D50-89 nnd B618mltllnp ComponeM 9t85ounOVEe Roatl Salery lnimmotlon wailable hom Trvss Pqte Insfituln 2BYN.Lee 5keet:5uite 312 Alexantlria,Vq 2]31 a. EUemon,NC 2)932 IlSouvbemPbe SG IvmEUis ifietl �Fedev n�alueaa�etM1meefleeive0e 01 30I3b�AL5l Jo0 Tmss Tmss Type �ry Ply E7009209 ORDERS EA-11]9 HIPS 1 1 � Job Refererwe(ooCOnall NVRHOmes, X 7.350sSep262012MiTeklndusVies,Jnc. TueJu130135]:0]2013 Page1 I0928MM1?OKNRIhOPt4iPwi yuVJCx-RH777tlm i jidj5lLVJcRd00m9dGhoBiteolcoDTwys12A ..'._.�_.'__"-_.__- dt-0_..__"_..5-0.2 _. ll1:_14-,,,.�_ -` _- P-11-Y i 22-1-N ..` Jfid-00 29-9L 33-H-0 �34-10.4 -1t-0 � 64-2 5-10.12 5d1A -4-2-04 43-12 � 3-0-02� � 4-1-1a -0t-4-- - c-.�"'�>,. SWe=t62.1 fix6 G q� � t9 4 205 18 21 8 00 12 fix8� 6 3a6�i 3 8x12 MT18H� 22 40�� 'D ] 9 3x4% 9 23 2 9 10 q �1 Iv d d fix8 = t5 14 24 13 12 25 28 11 4rb = 3%< II 3xa�= 3i� 3a9 = 6x10 = � i-i -ia � n-i1-� I z6-a-io � 3�-ii-o� 6-0-2 5-t0.4 5-11< 8-5-6 ]bL Plate OHSets(X Y): fz:Edge 0.&6� rq�0-48 0.1421 LOADING(ps� SPAGING 2-0-0 CSI DEFL in Qoc) UdeO Vtl PLATES GRIP TCLL 30.0 plateslncrease iJ5 � iC 0.96 Vetl(LL) -0.3711-12 >999 360 MT20 197/144 (ROOtSnow=30.0) LumberinUease 1.15 �BC 0.88 Vetl(TL) -�7811-12 >518 240 MTiBH 1971144 TCDL 10.0 Rep Stress Inu YES WH 0.98 Horz(Tl) 0.17 9 n/a n/a BCLL 00 ' CotleIRC2012/TPI2007 (Matrix) Wnd(LL) 0.1811-12 >999 240 Weight:1871b FT.=S% sco� m.o LUMBER BRACING TOP CHORD 2x4 SP No.i'ExcepP TOP CHORD Stmctural wood sheathing tllrectly applietl. ' 45:2z4 SP No.1D,740:2z4 SP No2 or 2x4 SPF No2 BOT CHORD Rigitl ceiling tlirectty applietl o�t0.0-0 oc b�acing, Except: BOT CHORD 2x4 SP No.1`ExcepP 8-10.10 oc bracing:9-11. 2-13:7x4SPNo1D WEBS iRowatmitlpt 4-72,6d2 VvEBS 2x4 SP No3 or 2x4 SPF Stud'FxcepP Mi7ek rewmmentls that Stabilizen and required uoss bracing 6-12,6i1'.2x4 SP No 2 or2xA SPF No2 be Installed tlu�ing truss eredion,in accortlance with Stabil¢er WEDGE Installation uitle. Le(t:2xC SP or SPFNO.3 or Stud REACTIONS Qb/size) 2=1576/4&8 (min.0.2-6),9=1578/038 (min.0.2-2) Max Horz 2=270(LC 10) Max UpIiR2=102(LC 12),9=t38(LC 13) Max Grav 2=2381(LC 41),9=1787(LC 41) FORCES Qb)-MaximumCompression/MaximumTension TOP CHORD -t46=0/15,2-16=0/45,2-17=3432/282;3�17=2998�304,3-18=2557/317,18-19=2295/317,4-09=2149/334, 4-20=2064/336.520=-2064l3%.5-21=-2462/363.521=2654/337.G22=5471/650.7-22=5567/632.�A8=4700/478, 8-23=-4698/576,9-23=-0�27/563;9-10=0@B BOTCHORD 245=1342623.t445=134/2623.1424=-tOH918,'I&24=10/1918.1&13=�Op918.t2-25=17512912. 25-26=-075/2912.11-26=1]52912.311=-089/4419 WEBS &15=0270.&14=876/181,d-14=-01/612.412=88/419.&72=80/1024,fi-12=4371/241.6-11=-3072603. 7d 1=-1874/293,8-11=50N172 NOTES (iy) . 1)Wind:ASCE 7-10;Vutt=726mph(3-secontl gust)VpRC2012)=100mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25tl;Lal.Il;.�p B;encloseQ `�;.' f , MWFRS(envelope)gable entl zone anG GC�Exterior(2)zone;cantilever left and right exposed;GC for members antl forces 8 MWFRS '- for reactions showq Wmber DOL=1'.60 plate gnp DOL=1.60 �� ��' � ., - � 2)TCLL ASCE 7-1�;PI=30.0 psf(9at roofsnow)I Category II;Exp B;Partialry Exp.;C1=1.1 � s- ,, s ,�^ 3)Unbalancetl snow loatls fiave been consitleretl(or this tlesign. � � 4)This truss has been tlesignetl for greater of min roof live loatlbf i60 psf or 7.00 times Oat roof load of 300 psf on overhangs '� � noo-concurtent wit�other live loads. � r`� ��� � - 5)Provitle atlequate droinage to prevent water ponding, u i - 6)All plates are MT20 plates unless otherwise intlicaletl. �' � � '� �it L 7)This truss has been tlesigned fo�a 10 0 psf botlom chortl live load nonconcurrent with any other live loada '� �(,,.�„ „�i% F �-- � :� 8)'This truss has been tlesigncW!or a Irve load of 20.Opsf on the boHOm choM in all areas where a redangle 360 tall by 2-�-0 wide will i f° r {'1�� !�� fR beiween the bottom chord and any othe�members,with BCOL=10.Opsf. ; ^,!^:'� ,��� � „�� � 9 Pmvitle mechanical connection b others of Wss to bearin late ca able otwtthslandin 1021ti u li�at'oint 2 and 1381E u lift at '�� � Cor�4i�i�E�tl on page 2 ( Y ) 9 P P 9 P 1 P //,,��:7 l.�(r�l'��11�\\\��`�,\�I�� u�WytMML-Vmjyd g po< e! dRP��1ESONlNfSANDlM'LUDEDMIEtCREfERENCEPAGEMI�d]38EFORSUSE �EN�ixEERi�Kay � O 0 lid t o fy Th AN k n fors Tn" tl sg Ea ed ly Po Pa � h tl' f 'nd tl I b 'Id g mponenf ��i��fDq APPI dfly f 9 W � tlpr P aP �h f P . 1 P bI�Y �b ltl 9tl 9 n H d B Ba<n9�awn IYl��AYY- �t i � i:�ppon i a d i cm e �N.nad� - u o ne s� ' esiaarNd � �.� n ' m w zcirNorme YYo9iY�Y cy f .Atltlita�wlp -�b cng ffF Ilsltvcf iM1 ponabl�y �ih�b Itlingde9grvx.Fwgmemlg�donceregortlhg n1.i11-VnlAlble tob- \ n.qualltycoY l f op .tlelrvery�� mc}onmdb g M� qNSI/iPllpaIHyGHdIa.D19�09nntlB6lEUIItlNpCamponeM Solerylnfmmo0on availoble6omimsPlofelnsMUte.2BIRLeeSkeet.Site312Akxandna.VA123�4 �8185ounasiOeROatl I�Sou[M1ernViiw SP ' ed d I h -/ /20t �AlSL EJeOfon,NC2]9J2 Job Tmss TmssType Qry Ply E7009109 ORDEftS EA-11]2] HIPS 1 1 Job Referece o tional NVP Hames, X 7350 s Sep 262012 M7ak InCUStnes,lr¢. Tue Ju13013:57:082013 Pape 2 1�:728rtM 190K WR Lh0A41Pw1 yu WCx-vTgVLZMU0lajhviA89FZZio0570RKryXGYn4Myst29 ...NOTF.S. (?^.).— .. ,......_.....�._....,.-,._—.-�."__�__ . .'_._.._...._.__._ _ .�..____""`r.—°.---_._.. ...'_. .. - _ . -,_. . .._..._._...-_ ._ _ .� ._.. 10)This truss is tlesigned in accoNance wiN the 2012 Inlemational Resitlential Code sedions R502.11.1 antl R802:10.2 and referenced standartl ANSI/TPI 1. 11)'Semi-rigid pdchbreaks including heels'Memtier enC fizhy�model was usetl in t�e analysis antl tlesign of this Wss. 12)Cesigns checked for ASCE 740 wlntl at�26 mph(3secontl gusQ is equivalent ro IRC2012 100 mph,wintl reactions x 0.81 will atljust wintl IoaC reaclion to a speetl o(90 mph. LOAO CASE(S) StandaN VWMNING V�nfydaegnparvam'fe.�«ndXElnIfOTESONTNfSdNDf1lCLUDFl�lIITEF.RFi'EREhCEPAG&1III��0/3BEFORF,(f5E erar,rnEecirir;er DeuO��o�4brumonM��hM+�ekcon f IDhtlesiqn �bosedonN�PO Po terszhavm antl stwonntl' itl Ibuiltlinpcwnponenl. � APW�oW4ry oi am p�poromelm ona poper Incaporatb i compment rs pwuibaM ot bWd'rq aeaqnc rot 1 tlesqrer.&ocinp Siown c�a bteral vpporl ol intlivWwl v.eb membars oNy.Adtlilwrwl tertpomry bacrq to"vuue stabiry tlurv�p comm�cfim e i�e rosparuiMty ol itie cveC1IX.AEdi�ional P�bnan�dOCFO ol�M1e We�ol siNCfue u�ha`afponvb5ty o�I�e Wddnp tlesgrxv.fa pmerol g.iMarKe reporaiq P I.11i-k.:lAllal� �abrcatbn,qvoliry mntrd,storape,tleMary.e�ecibn ofM docing,consult qHS�/�111 ovaf�y CMMa,OSe�B9 anE BC51 BuMlnfl Component 818 Seuntlsitla Roatl Safalylnbrmo�ion v lablehomirvssPh�elru�iNte,281 N.LeeSlreetSude312.Alexantlna VA2231d. Ed<MOn,NC3)8]2 I�Sau h mPi� SC Mvnberii I6eEnh E u nW ethbs X [ixJS 1 d l3b Job Tmes TrussType �ry °ly E7009210 ORDERS EA-11]28 HIPS 1 1. Job Refeiercefoo(onap NVR iomes, X 7.350 s Sep 26 2012 MiTek Intlushies,Ina Tue Jul 30 13.57:W 2013 Page 1 ID728nlM190 KVJRLhO?t4iPw1 yu WCx-rSOFIFpvOd?IyD351ZBjeOnBTvpMVFDF_a i 14Fyst27 _ . - ... ..__ tt ...-....6"9"3 __.. ...�-.9a.G., . � -:1..._14H-6--.___.. . ._ I0.]-0- ^'S-13. __26i10-. .,.._...4?9-6__.. _ ]}1^.-0. 3 1 �... ,___ . 114 4�-9-3 6L-03 5]-8 -+ -� S18 �-�bID-t3 I 140t3 r 3-0-03 �I�� 4-1-00 -01< ...�� Scale=1:609 4r0 = 3x4 I I 6yg�� 4 19 5 6 20 � e.00 iz s.m o s,e o � 3 8 ei�; aoo iz � N� 3x4% 9 d 18 ry 2 10 11 y d� IO 6a6��i t] t6 21 15 14 22 13. 4 4x8= 3x0 I I 3x6 = 3� 3x8= 8x10= 4s8 = � a.�-o � �a.n-e � �oa-o �cn-io � 3aii-o 4-9-3 4b13 AA 5-J-8 S4ID JS-6 Pi �e o+r e�s cx n rz ai-z o-z-st ta asa o-i-izi �s aaa ai-izi ri3 a3-a a�-ei LOADING(ps� SPACING 2-0.0 C51 DEFL in (loc) I/tleil lJtl PLATES GRIP TCLL 3�.0 p�ates Increase 1�.15 TC 0.97 Vert(LL) -0.28 12-t3 >999 360 MT20 197/144 (ROOfSnow=30.0) Wmbe�lncrease 1.75 BC 0.85 Vert(TL) -05712-13 >702 240 TCDL �o�� RepStresslncr YES WB 0.92 Horz(TL) 0.15 10 Na n,'a BCLL 0.0 ' CotleIRC201NP12007 (Matnx) Wind(LL) OJ812-13 >999 240 Weight�831b FT=S°k BCDL 10.0 LUMBER BRACING TOP CHOR� 2z4 SP No2 or 2x4 SPP No2'ExcepP TOP CHORD Siructural wootl shealhing directly applied. 4-6:2x4 SP No2� � BOT CHORD Rigitl ceiling tlirectry applietl or 10.0.0 oc bracing, Except: BOT CHORD 2<4 SP No 2 or?x4 SPF No2'ExcepC � 8-8-13 oc brecing:10-12. 10-14'2x4 SP No.1 WEBS 1 Row at midpt 615 VvE85 2z4 SP No 3 or 2z4 SPF SNtl M7ek recommentls lhat Stabilizers and required.cross b2cing WEDGE be installedtluring Vuss etection,in awortlance wlth Stabil¢er Lefl:2x45POrSPFNO.3orStud Installation uitle. REACTIONS Qblsize) 2=1573/0-3-8 (min.0.35),10=1557/0.3-B (min.0.2-1) Maz Horz 2=168(LC 10) Max Uplifi2=79(LC 12),10=121(LC 13) nna.cra�z=zi i o��c ai).i o=i�sa��c z� FORCES Qb)-Maximum Compression/Maximum Tension TOP CHORO 1-2=0/56,2-08=2955286,318=2787/31Q3-4=23�8/342,4-19=-2548/382,5-19=25461382,5-6=-2548/382, 6-20=-267Z409,7-20=2727/391,7-8=-4693/66q�e-9=4643/505,9-10=4355/604,io-11=0/28 BOT CHORD 2-17=156/2252,i6-17=156/2252,16-21=68/1946,.iS2'1=-G8/1946,14-15=115/2272,1422=-115/2272, 13-22=1152272.12-t 3=230/2697.,10.12=514/4049 WEB$ 3-1�=0/193.316�11/142.416=-20/487,415=131/912,.`r15=898/162.G15=117/418,6-13=-111/109], 7-13=-1t76/209.742=-290/2144.e-72=7547/279:312=510/156 NOTES (11) 1)Wnd:ASCE 740;Vult=126mpti(&sewnd gon)VQRC2012)=100mph;TC�L=6.Opsf;BCDL=6.OpsY h=25ft;Cat.II;�p B;enclosed; MWFRS(envelope)gable entl zone antl GC Extenor(2)zone;wnlilever letl antl right exposetl',PC for members antl forces 8 MVJFRS .:,- fotreactionss�own;Lumber�OL 1'.60plategnpDOL=7.60 t; � � '�,,' �l., 2)TCLC ASCE 740;M=30.0 psf(9at roof snow);CategoryJl,�6cp B;Partialty Exp;CY-1,1 3)UnbalanceE snow loatls have Geen consitlered forthis tlesign. � �` � � � �- 4)This truss has been designetl for grealer of min roof live load of�6.0 psf or 1.00 times flat roof loatl oi 30.0 pst on overhangs " i�;^ non-conrLrrentwM otherliveloadsr � 3'� '�:i' : 5)Pmvitle aGequale tlrainage to prevent water pondin9. ` '`�� " 6)This W ss has been tlesigned tor a 1�A psf.bottom chwd live batl nonconcunent wilh any other live IoaOS. _ . � 'y: 7)'Tnis Uuss has been tlesignetl for a live loatl ot 20.Opsf on the bottom cho�d in all areas where a rectangle&&0 tall by 2-0-0 witle will � �� l ��������� , �_ Po CeMreen ihe botlom chortl and any other members,.witti BCDL=10.Ops(. �, _ � �iyyf-:+- <;�-� 8)Provide mecFianiwl connec{ion(by otners)of truss to beanng�plate capable of wdhstantling 791b uplift atjoint 2 antl 121 Ib uplRt at joinl �T i� ^ . +i '� �fti� � �_.A� •� 10. � �^' /'r�j�f�� � � 9)This tmss is tlesignetl in accortlance wilh the 2012 Intemational Residenlial Code sec[ions R502.11.1 and R802702 and referenced �� �`p , ��� �i � �' c"'Cd� r,l- \\� 1staSntlard ANSIRPI 1. /� `/�i � �' � G�Sl�tirt���dr�id oi�cgtireaks inclutling hee�s"Member end fixdy motlel was usetl in.ihe analysis antl tleslgn W Ihis truss. ���/��� ��C�` \1���\i. Pa9 . :�,.?iu��{lilil i J,;� �WdRMNG Vmfy dcug p mmet v d RFdD NOTPS ON RfIS dND fNCLUDED RII'!EK REi'EREHCE PdGE Nff]f73 BEFORE USE. ErvcineFa rr ev D g I tl I use ry fM Mi k � Th d-g b ed y po pv � sh wn rid� f -d'tl I Gi Itl'ng mmponenf. ���� Appl obl'ry fCetlg pa�a f� ap p �Pa!a� � P � �W�tilry Po id'gC g h it tl gn .B gshov+n 'ut I l I ppart f d tl ol bmemb ly Adtlf I p- �ryb rgf m sfablrytl g sW � ' M resPO tilllyof�he ec�ot AtlCXOnalpamanen�bm[npolfheDVemllsim fure¢ihereiponvblfypfiM1ebultlingtl zigner.Fwgene�algudanceregadng +�dl6k+�Allat- bbrcafion:qooftly Cont:ol,stompe,delivery,eRC('vn ond bocinB.coissult .pN51/IPII Quo�1V Gi1Ma.OSB-09 antl B61 BuMlny ComponeM Saklylnlwma�ion ovoiloblefromimnPlatelnsfitute:481N:leeSheeLSUite312.Akno�tlno.VA4231d. B10SomJ5i4eROaE I/SauMempioe W lu'�pmis ilieal iFetleei•nnluesaretM1auetle[iive0n 01 Ol3 4lX EEan�on,NC2]933 Job T`uss TmssType �Ory Ply E7009210 OR�ERS EA-11728 HIPS 1 1 J�bRH � ( f nall NVRHomes, X 7350sSep262012MiTeklndusLies,lna TueJU13013:57:102013 Page2 ID:]28nfMt 40K WALhO?t4iPw1 yu WCx-rsoFHpvOtl?Iy�351ZBIeOn87vpM�FDF_at t4Fys@7 - .Y�.�.... . .� . . �� - i1)Uesignscheckedlo�A5CE7-10winCatt2fimph'(3-second�gusQ'isequivaleoltoiRC2C'.2100mFh:v+inC�reaclionsx0:81'willatljustwind!aedreactior..tc�aspeeCOf90mph _�__.�___ -. LOAD CASE(S) Stantlartl V WyUphG Vmfy d g pa��unet d RFdD N01ES ON lTfiS MN INCLUDFl1 MI]FX RF.i'ERFM'E PdGE HIf�]4l3 BEFORE U� rvcixcea rr e DesOnvaldfwuse M`�hti1i k o f ih tl��a9 b°� M W � t shovm a" i a �d ICUId acomponent ���Q�� APPlrabfNoldes9 W �� dpr P � �f t P ent po siblMofb Id 0tl sg n t� tl sig er 8 n9sFw-n l�{� ietorlatemisoppM � d 'tl I � bmemb ly AdtlOO alt poaybro g� w.ue.ai btryd ny sfru n�n- ID p � blGNotfFe t�86.7 emctoc Add t orwl pertnanen�bm<np o��he ovemll�slNC1uR�s ihe respon9dl ty of�he bu ItlinB tlesgnet for general Bu tlance regartluig n IAI6F.J011: : tabrim�ion.qua.9ryconlml,s�woga-delivery,eieciionandbo[i�ig.ronSNf pN$1/LPIlOyallMCrilerio,DSB-09and861EUIItlinOComponeM. 818SOUnCSEeRaaO Safetylnlormolian ovailablehomivzsPlafelnztitu�e.Y81N.Lee5free1.5uite313.Alexondna.VAY131L EtleMOn,NC2]932 ii5auohemPirc SP bmber'u Ifred.�6edes� nuluesa�e�haue+leai �J6 G1 20t3 Al. Job Truss Truss Type �ry Pty E7161581 OROERS EA-11729 SCIS 1 1 Job Reference foolionall NVft Homes, % ].350 s$ep 26 2012 MiTek Irdushies,Im. Tue Nov 0.5 07 41:17 2013 Page 1 ID:MgExqu50T6W5x]xeZuKM9yuZBVinnv3bBMe�W aXaznpJ3kw%glyPbylc2lz(!�JMJOG -.,�.._.,a-�F-...-.,_.�". ._ .<bt] F_ Bb-0 +_ 12-9-0 1L)-9 18b4 ' __ ___'_- ---�-.�.... . . .__-�..-_{.._____._'.._'__ "4E-t3 4-0-J -" d4-] -���-�-4-10-5`"".�..°-. 0.11-L . . � Swie=�J25 a.e II 3 6.W 12 3z4� it 3r0� W � 4 2 8 6xe= e 9 ] ' 3x4 I I 3s4 I� 5 � 8 �+ aoo iz �a 4�B� 46� � I � I �� ' 141J 0.1-0 04d <-10.5 Plate Offsets(X Y): �1:0-1-1�-1-12� �5:0.2-12 04-3� LOADIN('i(ps� SPAqNG p-p-p C51 DEFL in (lot) vaen IJd PLATES GRIP TCLL ��0 plates Inuease 1.15 TC 073 Vetl(LL) -0.31 7-8 >665 3'00 MT20 197/144 (ROOfSnow=30.0) Lumbe�lnaease iJ5 BC 0.98 Vert(TL) -0.63 7-8 >328 240 TCDL 70.0 RepSVesslna YES WH 0.86 Horz(fL) 0.53 5 n/a n/a BCLL 0.0 ' CotleIRC201NP12007 (Matnx) Wind(LL) 0.18 7-8 >999 240 WeighC651b FT=S% BCDL 10.0 LUMBER BRACING TOP CHORD 2x4 SP No2 or 2z4 SPF No2 TOP GHORD Sirutlurel wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No2 or 2c4 SPF No.TExcepC 80T CHORD Rigitl ceiling tlirealy applietl or 2-2-0 oc bracing, Except: S8:2v4 SP No2D 10.0-0 oC bfaGng:7-8. WEBS 2x4 SP No.3 0�2z4 SPF SWtl M7ek recommenES that Stabilizars antl requiretl uoss bracing be installetl tluring Muss eredion,in accordance with Stabilizer Installation uide. REACTIONS (Ib/s¢e) 1=734/0-38 (min.0.1-8),5=809/0.3-8 (min.0.1-8) Maz Horz 1=85(LC 73) Maz Uplifli=62(LC 72),5=-B6(LC 13) Maz Grev 7=864(LC 2),5=956(LC 2) FORCES (Ib)-Maximum Compre55ioNMaximum Tension TOP CHORD 1-2=3440/443,2-10=2698238,3-10=2628/258,'..�11=2628258,4-N=2699238,45=3558/438,5-6=0l29 BOT CHORD 1-9=328/3127,8-9=331/3141,7-8=327/324fi,5-7=324/3231 , WEBS 18=1182008.4-8=839/261.47=0/164.2-8=772254.2-9=0/161 NOTES (72) 1)WinB ASCE 740;Vult=126mph(3-second gust)V(IRC2012)=100mph;TCDL=6.Opsf;BCDL=6.Opsf,h=25ft;Cat II;Exp B;entlosed; MWFRS(envetope)gaole end zone and PC Exterlor(2)zone;wntilever letl ana nght exposetl;GC br members antl lorces 8 MVJFRS lor reacllons shown;WmEtt OOL=1.60 plate grip DO1=1.60 2)TCLL:ASCE�40;Pf=30.0 psf(flat roo(snow);Category II;Exp B;PatlialN Ezp.;Ct=1.t 3)Unbalancetl snow loatls hava been consideretl fo�ihis tlesign. 4)T�is iruss has been designed for greatar of min roof live loatl of 16.0 psf or t D�times Ilat rooLloatl of 30.0 psf on overhangs nonconcurrent wMh�other live loatls. 5)This t�vss has been tlesigned lor a 70 0 pst bottom chortl live load nonconwrtent wdh any other live loatls. ��:;;i�•" ' "'�" 6)'This W ss has Eeen tlesigned br a live IoaC of 20.Opsf on ihe bottom chord in all areas w�erc a rectangle 3-6-0 tall by 2�0 witle vnli i�� �'��;�._�;,,�•' \ frt between Ufe Eottom chortl antl any other members. `� '" 'Cti�!�`� 7)Beanng at joint(s)5 consiGers parallel to grdin value using ANSI/TPI 7 angle lo grain formula. Building tlesigner should verRy capactty '�� �'J, ` -`� '` ' �,±. .':f'�'b.'. .°.f`�'"i of Eearing surtace. - ,';� '_�- � • B)Provitle mechanical conneclion(by oNers)ol Wss to beanng plate wpable of withstanding 621b uplift at joint t anE Bfi Ib uplm atjoint ' �: .�ti � ' 5. = : '•' . : ` _. 9)Beveled plate or shim requiretl to pmviEe full bearing sutlace wkh Iruss chortl et joint(s)1. _ • ' ����"�� - �'L!'.i..u..•�'_.:_ 10)Th:s iruss is tlesignetl in eccortlance wRh ihe 2012 Intemational Residential Cade seclions R502.1 t.t antl R802.102 antl referencetl .��^� - .9 : I'a0�c.._=;; ° YC' StanEartlANSIlTPI1. � Ir.� "�Ji�'+%;��,;_,�;Fti,��� �.�ii•/:.:}�J� i t "S<mi-ri W dchb�eaks includin heels"Membe�entl!¢ motlel was useC in t�e ana sis and tlesi n of lhis Wss. � '���� )�'� % t`��/�� ) 9 P 9 nY M � 9 i ./+r ""p 12)Oesigns checketl for ASCE 7-10 wintl et 126 mph(3-second gust)is equivalenl to IRC2012100 mph,wintl readions z 0.81 will adjust 'i����'�;�:�jk�i•r✓�� ��� winC loatl reaction to a speetl of 90 mp�. �i. ,}��t�J'`'f•t" \� ��� LOADCASE(S) Standartl �V��`//�{h�L����E`t\� 'r{n h uttt�� �IDdRMl.G�Ve.rJydmignparamemandRE1DHOTESONlNfSANOt121,UDEDMi1Fl(RFFERENCEPdGEl9l�]6�38£FORS[/SE. E�ixc[aiucev �Bn valid Iw�se only wil�1d7ek conntt�m.i�p tlevgn u Wsetl MI/�pOn parame�ers slwvn�.vM i5 fa on iMNE�oI Eultlin9�^�P�nen�. ���� ApplK�bifi�y ol tlesipn pomme�ers and pmpn'InCroP��on ol COTpOMn�h�mpomiblity ol builtlinB tle51B�r-nof fmss dedpnec 9m[ing s�owr� '¢tw IoMml wpport of hdMtlual v.ob memben onN�AtltliNOrql bmporary bradn0 b inzure slabillry dwin0�^+m+ction 41M1e�espon96aIIN ot ihe tteC�IX.AtlEi�irorwl pMrnna'�1 bocvp ot Xl¢OvBmB SM1UCfva e tt�e re.e.�avibWly oi f�e Wiltivq tletgret.Fa Be^erol9����[e repwtl'vg hlAliaA nlAllacz bbrko•ion,qw4rycontroLslarope.tleMery.ttecliona�braciq.coruWl pNSVIM10uaYNCriMU.Dit-09ontl9C51BU�E�n9COmponmt Sukry InlarmaNOn vabble imm iNrs PMe hctitule]BI N:Lec SM1ret.5ule 312 AksoMm.Va Y131 d. 918 SowOSbe RwU IlSamhemVp�e SG Iwnh�ris . IfM.�hedul n+aWesare�haueEecxi 01 201 �GLSC EEaMOn,NC2>931 Job Truss Tniss Type �ry P�y E]OC9211 OF�ERS FA-iP30 COMN 1 � J b R f f ti Il � NVR Nomes,X )d50 a Sep]6 P013 MiTek InCUStnec,Inc.WeE Ju131 15:0<2610U PaBe 1 I D'wn4VYnCess�hJMgzl3eLFecyuYm7-Bj7u3wP3A3ECON2 WLFxYyG NB BCflCq9die2MDRys Wz3 241-1 1 54L8 I &11-15 � 11-11-0_ ����__'=�_"_"�...._._"___"_____'_"._..__�.._��`_-_ 2_111__...'_-_ �'�-_`.=.._.li3-a-.-� �...- 2-1Y1 � . _ _ 4�_ - . ._._ __.._._ ._ $cale=141d. 'f 6 12.00 12 ID �� 3x4 �� 3z4�/ 3 5 ]x< �/ 3xC \� 2 6 9 ] 1 a � � d 0�5 II 3� _ 4� II 5- � tt41-0 Stt-8 I' S11A LOADING (ps� SPACING 2-0.0� �SI OEFL in Qoc) Vdefl Vtl PLATES GRIP TCLL 30.0 Plates Inuease 0.90 7C 023 Vert(LL) L.01 1-8 >999 600 MT20 197/144 (Roof Snax=30.0) Ptl.Metal Inuease 0.90 BC 0.18 Vert(TL) -0.03 Y8 >999 600 TCDL 10D Wmberinaeau 0.90 � 0.12 Horz(TL) 0.01 7 n/a n/a BCLL 0.0 ' RepStresslncr NO (Matru) Wntl(LL) 0.00 8 >999 240 Weight: 1831b FT=S% B t0.0 otle IR 1 007 LUMBER BRACING TOP CHORD 7�c4 SP No2 or 2x4 SPf No2 TOP CHORD Stmclural wootl sheathing tlirectly applietl or 6-0-0 oc purlins. BOT CHORO 2�c4 SP No2 or 2x4 SPP No2 BOT CHORD Rigitl ceiling tliretlly applietl or 10.0.0 x bracing. WEBS 2c4 SP No.3 of 2t4 SPF SluO SLIDER Lefl2raSPOrSPFNo.3orSWC2-415, Right 2x4 SP of SPF No.3 of Stud 2-0-15 . REACTIONS Qb/size) 7=1679/0.3-e (min.0.1-B),7=743/0.38 (min.P1A) MaxHorz 1=120(LC7) Man G2v /=1769(LC 2),7=832(LC 2) FORCES (Ib)-Maximum Compression/Mazimum Tension TOP CHORD �1-9=1852/0,2-9=4633I0,2-3=1367/0,370=103810,470=730/0,a11=716/0,611=808/0,Sb=-892/0, 67=97`JO BOT CHORD 1-8=0/981,7-8-0/586 WEBS 3-8=670/0,4-8=0/681,68=719/735 NOTES (10) i) 3plytivs5 to be connecte0 together wtl�10tl(0.120"x3'�nails as follovrs: Top choNS connecled as tollows:2�c4-1 row a10.9-0 oc. Bollom choNS connMetl as follows:Tx4-7�ow at 0-4-0 oc. Webs wnnectetl as(ollovrs:2x4-1 row et 0.9-0 oc.. 2)All loads are wnsitleretl equalry applied to all plies,except if notetl as front(F)or back(B)face in t�e LOAD CASE(S)sedion.Plyto ply connectians have been provitled to tlisVibute only batls natetl as(F)ar(B),unless oNervdse indi`a[etl. 3)NAntl:ASCE 7-10;Vutt=126mph(3seconE gust)VQRC2012)=10�mph;TCDL=fi.Opsf BC�L�.Opst,h=25tl;Cat.II;6cp B; encloseQ MWFRS(enveiope);cantileve�lefl antl right exposed;lumber DOL=1.60 plate gnp DOL=1.60 . +' �•��'�!�� 4)TCIL:ASCE 740j Pf=30.0 psf(9a4 raot snax):Category II;EnP B:Partialty Exp.:Ct=1.1 `.���:,;�::�.��T.�,,,�"%,-„ 5) Unbalancetl snow loads have been consiEeretl for this design. t ti =' '/i 6)This Wss has Geen Eesignetl for a 10.0 psf botlom cho�d live loatl oonconcurtent with any othe�live loatls. � a'+` ��f�;_��- 7j 'This iruss has been tlesignetl for a live loatl of 20.Op9 on the botlom chortl in all areas where a 2ctangle&6-0 tall Dy 200 witle .r .�,L� �t�+F'�'• C�:.�� will Po between the botlom chord anC any oNet members. � �- :�..`� �� '• 8)This wss u tlesigneC in accoNance wkh lhe 2072 Intemational Resitlential CoCe seclions R502.11.1 antl R802.10.2 and _ $ , j i' •, ^s _ relerencetl standaN ANSI/TPI 1. - � A';:i.-�;----- n Cil�._� � 9)"Semi-rigiE pdchbreaks inclutling heels"Member end fixiry motlel was used in the anarysis and tlesign of this Wss, - � �, �i".:�+�;- -._.,- 4' 10) Designs checketl for ASCE 7-10 wind at 126 mph(3-secontl gust)is equrvalent to IRC2012100 mph,wintl reatlions z 0.81 will �`„Ly� q�.rti Fr'f�'�.{`GJ� atljun winE loatl reaclion to e speed o(90 mph. � C:���„��� j �s.� LOAD CASE�S) SlanEafd �j�1,,i-.".-frJy��•j� ��• ��\` 1)Snow:Wmber Increa5e�.90,Plate Increase=0.90 PX.metal=-0.90 %� "����"� .1 4,+�� ��\ UnifortnVeh i(7m20.1-9=500.4.7=65 /'//�1����4�UM"���? Continuetl on page 2 V WdR1f1AG�YenJydesignprtrw�etmandRFADNOlESONiSlISdHDfNCLUDFDMIlPXRPl'ERFItCEPAG61fIi�]4]3BFFORSIISE. SE�xF[niricev � o�n�arb mr�re onM»�+n u�1ek�onnKioa.rna aedon�co w w,N�a«�a��f�a�.or,e'a i«an o-�amdwi w�a�cw�wo�em. Ri7 Applkabifiryoltlnignpommetenontlproperincwporo�lonotmmponenlernporisDillHoibldinOtles9ner-no�WStleaB��.Bmdnperyovm 0 is fa lafeml wppart ol intlMdual wcb mcmbers only.Ptltlitbnal fempwory bra[inp lo iruure slabifiry tlunrp cwiqNCflon's Me responsibllllry ot ihe d erecta.Rtltlllbrwl pamanent bmcbq ot t�e overal sirvcfure is Ma respavib3f{oi�he bWtl>p tlespnx.For gmerol guidonce rcgwrl'in0 r 1.11 KF.IAllat� faeicolbn,qwGly con�mt naopa.tle4+ery.erection aM Woc'v�p.cwm�l� �NSI/1�11 Ounp�GtleM.D5629 antl>61 puOE�np ComponeM 01B SowESiEe RoaE SuMylnlwmvNOn avobWehomirvssPlalelfutiWfe.Y81N.Lee5trec65u1e312AkxarMq.VA22iIL EOen�on,NC3]933 I mYemV' P lumbern 'iaN-en E e�has 1lecvi. ' O1 201 � lX Job T�uss Truss Type �ry Ply E]0092t2 OROERS Eq-11]30 GOMN 1 q � Job Reference(oo0onall NVRHOmez,X �,1.350s5ep36304MiTeklnduzNes,lna WeEJU1311SO42fi2013 Page2 ID:wn4VJnCesz�hJMgzl3eLFeryiiVm7-Bj7u3wP3A3ECDVJ2 WlFxYyGNBBCflCq3die2MDRysVJZ3 . _"'—'LOADCASE(S)"Standartl�-.._:..,__._. . ...—., . ..-, .—.., _ -��.. '_,._. ..... . ._. - .� _ ,.. . . •"_" .._:_..,,,__......�..._. Trapezoidal Loads(pl� Vert:9=-500.to-4=-65 � tAARMNG�Vmjyd.�ignparvunetosandRPADNOTESONTHIShcAlNCLUDEDI�9lEXREi'ERENCEPdGEN/f-94T3'BfFOFfi�USE. ¢NrmsEaur.ar oevgn.oiia:oro��ry�mmTekconneciors.msaeziqna�asedonNuponpammeiersznown.ana'izmronindmiauaisuiw�nqcomponem. ��F}pOp�� AP���abTNottleslgnpommefersontlproperincdpwofionot�nmponenikrevonziEaityotWiltlingtletlgnx.-no�imadevgner.8mdnpxFOVm wa��� rnu_ is tor latemi suppad OI�ndMEuol weD members onN.�Atltlifiorwl�empomry bmnng fo Inmre stobiliry tlunn9 corrsirvction'¢iFe responsiblYty of fM1e W iCtrO�l5@9 ec�w.AtltliXOnal pertnanen�b�acinB o�the over011 i1mcN2 u Vte�eipartdbiGTy of flte builtlNg tleigre[Po�9e��l9uidanre�eBa�tling nldlleF nINIaF.G fa�ri[allon.qualilyconfroLS�omge.tlelivery.erectiOnantlboc'mg.cansuA µ51/�Pllpoal{ry CMerin,�SB-89anEBQ16u1Win9Compo�ent Sokf��Mdmarion ovoiloblefrwnirvssPlolelnsiiWie.2BiN.LeeSheeCSUBe3�2Alexantlno.VA22316. Bt85oundsiQeROaE IRoucM1cmP'v�c SP lumheris ifreA thede' vaWesa�etM1me NeRi J5 ] $Ol �ALX �Eaep�on.NCP932 Jab Ttuss Tiuu TYpe �ry Py E1009213 ORDEBS EA�11731 COMN 1 1 Joti Reference o lional NVR Hwnes, X ].350�s Sep 262(112 MiTek Intlisstnes,Irc. Tue Ju13013:57:12 2013 Page 1 ID'.72BnIM t?OK WRLhO?t4iPw1 yuVvCxoFwOAKqAXEFOBXDUP_OBjptaziVbNGn%RU W_87ys�25 -.� .•"� - . _ . A-00.].-.-. . . - _.-B-flq... .v 1b8,8 . .14].9�s..�.....a.......215.9- � 19-&0 70.]i__..._. , _ ' a-ioa � y �-n-i � an-i � aii-i � aii-i ' s-i-�-� . ' . . dxg= Srale=1:88.3 5 6.00 4 3x6 G �g 3x4�� 4 18 g 3ffi� 3x4 \� � 3x< �/ 3 a 3�B�� 2 1 ry 910,� c a a� II �a �5 t3 1z te n 1i a.e II 3s4 = 3n6= 3n4= 3Xd= �_vis � ia-xn � n-i-i � zaeo R315 1<-9 )<-9 1E-15 Plate Ottsets(X V)' 11'0-30 P0.13� �9'038 ECael LOADING(psQ SPACING 2-0-0 CSI DEFL in (loc) UdeFl lltl PLATES GRIP TCLL �� Plates Inbease 1.15 TC 0.58 Vert(LL) -0.14 1142 >999 360 MT20 197/144 (ROOfSnow=300) Lumberinanase 1.15 BC 0.68 VeR(TL) -0281244 >999 240 TCDL 10.0 Rep SVess Inu YES VJB 0.47 Hoa(TL) 0.09 9 n/a Na BCLL 0.0 ' CotleIRC201NPI2007 (Matnu) VJntl(LL) 0.06 72 >999 240 Weight:1531b FT=S% BCDL 10.0 LUMBER BRACING TOP CHORO 2z4 SP No2 or 2x4 SPF No2 TOP CHORD SVUClural vroctl sheaNing tlirectry applied or 1S7 oc pudins. BOT CHORD 2c4 SP No2 or Dc4 SPF No2 BOT CHORD Rigid ceilinq di�ectly applied or 10-0-0 oc E2cing. VJEBS 2x4 SP No 3 or 2x4 SPF Stutl . WEBS 1 Row at miCpt 412,612 WEDGE MiTek remmmends that Stabil¢ers and requiretl cross brocing Right 2x4 SP or SPF No.3 or Stud be inslalled tluring wss erection,in accortlance with Stabil¢er SLIDER Letl 7x4 SP or SPF No.3 or Stud 240.7 Installation uitle. REACTIONS (IOlsize) 1=7342/0-3-8 (min.42-5),9=�415/038 (min.0.2-7) Max Hoa 1=243(LC e) Max Uplitt 1=96(LC 12),9=118(LC 13) Max Grav 7=7474(LC 2),9=1564(LC 2) FORCES Qb)-Maximum Compression/Maximum Tension TOP CHORO i-2=2167/238,23=2071/260,3-0=1953/288;418=1427@60,618=1406/293,5-19=1307/292,6 7 9=1 4 2 512 63, 67=7790/289.7-8=7990/259.&9=2224/258.&10�r32 BOTCHORD 144=206/1750,1445=94/1480.1&15=94/1480.12-13=96/1480.1246=16A427.1617=1611427.11-17=-i6H427. 311=-113/1719 - WEBS 3-14=225/166,4-14=4A/412,412=668207,542=-209/1093,6-72=66120fi,617=-47/463,e-11=-267l168 NOTES (10) 1)VY�nC:ASCE 740;VuX=126mpn(3-secontl gusQ V(IRC2012)=100mph;TCDL=6.Opsf;BCOl=6.Opsf;�=25tl;Cat.II;Exp B;encloseq MVJFRS(envelope)ga01e end ione antl GC Exterior(2)zone;cantilever left antl nght exposeE�,C-C far memCers enE forces 8 MWFRS (or reactions shown;Lumber DOL=1.60 plate gnp DOL=1.60 2)TCLC ASCE 740;%=30.0 psl(Ilal roo(snow);Categary II;6cp B;Partially Exp.;Ct=7.1 3)Unbalancetl snow loatls have beem m�sitleretl for Nis tlesign. ���E:7, 4)This lruss has been tlesignetl to�greater o}min roof live IoaE of 16.0 psf or 7.00 times flal mof load of 30.0 pst on ove(hangs ��,. �'-�� `f.� nonconwrtentwit�otherliveloads. - `�`�� � � ' � 5)Thiswss has been tlesigned for a 10.D psf tiotlom chortl live IoaG nonconwrtent weh any other live loatls. \��\ �.� �.,�� , �n i. 6)'This truss Kas been designetl for a live loatl o/20 Opif on tlie bottom choN in all areas where e rectangle 36-0 lall by 2-0-0 witle will � •�� _ � �ft between ihe bottom chortl end any other members,with BCDL=10.Opsf. "' �"�� � �' ,� �PmvlEe mechanical connection(by olhers)ot Imss to bearing plale wpable of wiUMStantling 961b uplifl at join�1 anE NB ib uplift atjoint , ,� � �6r •j ' '_ s. ,., i �;o.;%�.2?�a=-.�-�._ 8)This truss is designetl in accortlance wdh�he 20121nternational Residen�ial Code sections R502A 1.1 and RB02.102 antl re/erencetl '�„�,;,_ � �,� �'Yp'-�: p;���1 stanOarE ANSIlrPI 1. •-'~l°��i'` •"'„� A 9)"SemFngie pitchbreaks inGUtling heels'Member entl fady model vros usetl in the analysis anE Oesign otthis wss. '' ����.i!����$,�',�''.��'��� 10)Designs rhecketl for ASCE 7-10 wind�at 126 mph(3secontl gust)is equivalent to IRC2012 700 mph,wintl reaclions x 0.81 will adjust " C��;:,,� �. , 9 �� wintl loatl reaction m a speed of 90 mph. J�/i�."/�� �p� Q� �L. l� LOAOCASE(5) SlanEard Ji!`(/r;(j������j�1}�1 � tYdRNING-VcnfyAeagnpaiv+melmandRFdD�YDSFSONTNfSdNDfNCLUDFDIIIlElCAEFF.RENCEPdGEM1��4�3BFFORSUSE �a��� �esgn wlk ia�use oMy witM1 A4iek conr�ectars.Thc detlpn e baed onN Won pvametm Aovm.antl e fvan ir�dniewl builC4g compw»n!. APP�ad3N ol tlabn porameters arW yoper ir vpaotion ot mmponenf u reponsbiM ot budtl'vp tledOna.ew�Irus desqric.&odn8 xho.m is IIX loteml wppotl Of M1�diddoal web mvmben Only.Atltlitiorwl�emparory bo['up 10 inwre S�aMfi�y tlminp wnsWCtim u I�e responiibifiry of�M1e neC�IX.Atltlitional pcmanen�bmcNp o��Fle ovefO�S�vc�wa is�he 2sponvbilify of 1he building tlesipnec Fwgenv101 Buidance lapartl�mg h Idlialt Ntllln�a bbbcafbn,qualiryconirol,stara0e,delivery,erecfun ord bacnp,comNt pN51p111 pua0lv CMe'Ia.OSBdV ontl E61 BWtlinp Campenenl B1BSOUnEVtle RoaO SoMylnldmalion o iWbleM1OmiriusPhtelrrstifu�e.181N.LeeShec65uHe312Abxontlna.VA3Zfla. IISou:n.mV�ce W M�mbe.0 _ IGed iAedealm.al�eaam�Fmee<en��.e0i 01 30t3 �BIK EOemon.NC2]W2 Job Truss TmssType � �ry Ply E�161582 ORDERS EA-01]32 SPEC 1 �1, Job Reference(aofonal) NVR Homes, X ]:350 s Sep 26 20t2 M7ek Intlushies,Ina Tue Nov 05 0]:41'18 2013 Page 1 ID]2BrrtM170KVvRLhO?t4iPw1yu4VCx-JZW GxB7PVvfACg9AVQIM45uMUEKpJIHNOHXSyMJOF ..-.�. _ .-.� _ . . - . �13 :�...i'. SiM11J - ......._.tA.B$=. ....164d. . 2�_ � � . 289- . . . � __ ___... . . . �_0 ' i ..P-11.1 .. �D 0./-0 ._:i. ._. ... . . � SiS � 0.&11 � 4411 -�}1-0 I 4&9 � 841 f-b15 d11a Bx8= Srale=1952 5 3x4 I I 6 8.00� 3x<G 4 20 21 6a5� � 3x4 \\ 3x0 O 3 9 3�� 3x4 II 9 3r8� 3 10 � 11 ':4 B 15 ���d � Bz1Y = fixt0= 4�,5 II 19 � 23 18 1] 14 13 4x8 II 3x4= qxg = 3x4 I I 3x4 II dx6= ]c.0 � ta.sa Fs-.e I 26-s-e " �-tF7�� )sa 1-3�E 2-t.a S4a 1<.s i-&1s PI t OH t (X Y)' �14&0 Q-0-13� �5'0-3-12 0.1-4� (11'438 Etlaei f15'0-3-0 Etlae� LOADING�Ps� SPACING 2-0-0 CSI DEFL in (loc) Vtlefl Ld PLATES GRIP TCLL 30.0 p�ateslncrease �1.15 TC 0.68 Vert(LL) -09315-16 >999 360 MT20 �97l144 (ROof S��ow=30.0) W mber lnaease 1.15 6C 0.99 Vert(TL) -0.93 15-i6 >383 240 � TCDL ���0 RepSiresslna YES VvB 0.7H Horz�TL) 022 11 Na n/a BCLI 0.0 ' CodeIRC2012/iP12007 (Matrix) Wintl(LL) 0.111St6 >999 240 Weight:1841b FT=S°/a BCDL 10.0 LUMBER BRACING TOP CHORD 2<4 SP No2 or 2e4 SPF�No2 70P CHORD Simctural xrootl sheathing tli�ectly applietl or 2-2-5 oc purlins. BOT CHORD 2x4 SP No2 or 2<4 SPF No.YExcepC BOT CHORD Rigid ceiling directly applietl or 2-2-0 oc b2cing Ezcept: 617,414:2x4 SP No.3 or 2x4 SPF Stud,15-i6:2x4 SP No2D 7 Row at midp� 6-i6 WEBS 2�c4 SP No.3 or�9c4 SPF Stutl VvEBS 1 Row at mitlpt 418,5-18 WEDGE Mi7ek recommentls that Siablilzers antl reqWretl cross bracing RighC 2x4 SP or SPF No.3 or Stud be installed du�ing tmss erection,in accortlance with Sta6ilizer S�IDER Lefl 2x4 SP or SPF No.3or Stud 3-0.2 Installation uitle. REACTIONS Qb/size) i=1312/0-3-8 (min.0-&5),71=1358/0.38 (miR 0�2-7) Max Ho2 7=243(LC 8) Maa UpIRt7=96(LC 72),11=118(LC 13) Max Grdv 7=t474(LC 2),11=7564(LC 2) FORCES �fb)-MaximumCompressionlMaximumTension TOP CHORD i-2=2155/237,23=2059258;3-4=1942/290,4-20=1425/263,&20=1408/295,56=7600�56,627=1661/272, 7-21-1790/257,7-8=36421410,6-9=3911J391�-�,910=369?J309,10.11=21�6/198.11-12=0/32 BOT CHORD 1-19=201/1703.1322=-91/1429.22-23=-91/1429,78-23=91/1429,17d8=187/0.iSi7=76/O.Fifi=-377/152. 1546�-85/1891,1445=6/90.315=286/146,13-14=57/149;11d3=93/1557 VJEBS 319-237/169,419=48/433,418=�67/204,548=-153/188,iS'18=0/1294,5-16=136/14fi7,7-16=688206, 7-'15-124l7770.13-15=47/1812,10.15=96/1547.�1�-13=1232I69 NOTES (10) 1)�AAnB,ASCE 740;Vutt=126mp�(3-secontl gusq VQRC2012)=100mph;TWL=6.Opsf;.BCDL=6.OpsQ h=25ft;Cat.II;F�cP B;enclosed; MWFRS(envelope)gable entl zone antl C-C Eutenor(2)zonej cant0ever lefl antl nght exposetl;GC for members and forces 8 MVJFRS � �.. .� for reactions s�own;LumEer DOL 1 60 piate gnp DOL-1 60 � � \ ��.�� � t�p, 2)TCLL:ASCE 7-iQ�Pf=30.0 psf.(flat roof snow)IlCategory II;.Ecp B;Partially Exp.;Ct=1.1 - 3)llnbalancetl snow loatls have been consWeretl for ihis tlesign. ` � - � / 4)This wss has been�designed for greaterbf min roof live loatl of 16.0 psf.or 1.00 limes Flat roofJOad of 30.0 psf on overhangs � ,� 4 !t 5 F non-conwrtentwdhotherliveloatls.. „$ E ,. 7'�. / 5)This truss has been designed for a 10 0 psf bottom chortl live loatl nonwncurrent wkh any ot�er live loatls._ "4 ` - 6)'T�is truss has been tlesignetl for a Irve foad oF 20 Opsf on itie bottom chortl in all areas wbere a rectangle 3-FO tall by 2-0.0 witle will .� /� . c ' = �tl Eetween the bottam rhord antl any oNe�meinbers w�hBCDL 10,OpsC �� ��7 L' - ,-(.,Y^� 7)ProviEe mechanical connedion(by othe�s)of imss to beanng plate capable of withstantling 961b upliR aljoint 1 anG i i81b uplift atjoint '^"��� ��r.v /✓�k�a .�.'�J ` �1. r � ?� � 8)This Wss istlesigned in accordance wtth the 2072 Intemational ReSidentiat Cotle sections R502.11.1 antl R802.10 2 and referenced ��yy„ p �!�F t'�." C'� � stantlartl AN9lTPI 7. %% � r ;: � U ��� 9)"Semi-rigldpitchbreaks inclutling heeis"Member end fiitty model was used in the analysis and design of this truss. •i.;•-���t��� G�`��� Continuetl on page 2 ,�f(ti�1�(lE4llCV.\�U'�,`,4• � WdRN1AG-y. jy 9rs+g pa n d d RP/�NOI£S ON ISifS M1D fflCLUDFL ffi]Eif REPERENCE➢dGE lflt 9413 SEFORS USE, E�;ixE�pi�er o g �d� a ry fiMi k n � m d� gn n ed N o p� � h� a' f -a a Ib W'p po em., Appl d!ry f d ig P � - d pr p npaat I p� t espo bl ry t b id g tl g i t� tl 0 8 n9 sM1Own iz� I fcal wppotl of drvitl I b me Ee ly Pdtl f I� p ry b rg� re stati Gry tl n g �m f ' iM1 spo b�fry o�the � rec�w.AtltliMnalpa'rtwifenibacngofMeovemllshucfure¢NereSpowbG�yotiM1ebuilCingd ignrr.Po�Oen ral9utlonce�eportlinp nldl :kn100?Iv tabrical'wn.qvol'MmnkoLsloiaBe.tlelrvery,erecYanontlbocirg.wrisull' pN51pPIlOw�ry�.CMerIa,�S!-89andBCi1lulldingCOmponent 8105ounesiaeROaE SaleN����maHOn dvoilobkhomirvaPlo�elnsllfWe.481N.LeeSheet.Soife312.Alexontlno..VAY131<. EEemm�,NC3]933 IfSaueM1emG"vie SP Fvn � i!'retl ibede�i n. Iaosrev�mee�eaixJn 01 2013 AlSC _ - _ -- _ . .. . Job Truss TmssType �ry Ply E716�582 OROER$ EAdii32 SPEG 1 1 .Zob ReSererce ioo[ona0 NVR Homes, -X 7 350 s Sep 262012 M7ek Intlustries,Inc Tue Nov 05 W:41:182013 Page 2 ID]28nfM1?OKWRIhO?�4iPwiyuWCzJZVJGxB4PW]ACg9A V QIH74suMuEKaJIHNaH%SyMJOF ��� � ' '1C'Desi ns cneckeE for'ASCE 7=10 wind�at 1T6 iri h':i3econd u`st is e uivolent b IRC2012 1C0 r h;winri reaqions"xO.IIi�will odust wind IaaC reaqion to a s eed o(PO m h . .. ' 7 9 . . . / t J )� 9 P . 1 � ' P : -_.. __ ..... LOA�CASE(S) Stantlartl � WAp111AGVmfyi gpa.runef � dRFaDNOTPbONTHISANDfNCLUDFDALTE!'RFJ'ERENCEPdGEIIIf]S��BFFORSUSE. �E�iNEEq��av � � g ' Itliwuze N�hMT kmn � �.ih'�desip b ed ly po pom 1 h tl' f " tl itl Ib ICrg p nenf. Appl bltyaYtlesg p f antlp pe'ncapomt ol p� � t po�tilify fb Id 8tle g �n 1t � tl g B gsfwwn ist I ���mlwppotl tMlvidoolv.ebm mbersonly.Atltlt I1 pw ryb ' 91 es�abltyC n g -�shu Y �b p blftyatihe ec�w.AtltlihOnol pemwnen�bm[ing of iFe ovemllSUUCio2 rs Me rezponab fiy O�fhe builtling des Bnec Fw 9eneml gu tlonce�egoid'n8 n f:lli n�I011al: tab�ico�ion.qwillymnVOLAOmBe.tlelivery.eiecYwnontlbmcing.conSUM pN51/IPllpuopry CMerin.OSE-09onEBC518uJtlinpCampanen� 8185ounEZGeROaE SalelylntwmvHOn vollabkM1Omim �Pldfelnsfifo�e.281R'Lee5free1.5uHe31].Pkxontlna.VATYJId. Edanton.NCT]93] IISau�M1 6PI1 -ti ' ed - M10 a/ / ti LX Job Truss TmssType �ty Py E]009215 ORDERS EA-11733 SPEC 1 1 Joti Referencelo0�onal7 NVftHOmes, X 7.350sSep262012MiTeklntlus;ries,ln¢ TueJu13013'S7'152013 Pagei 1�926MM1?OKVJRLhOPt4iPwlyuWGzLqb8pMS2q5e62y246wLSVt 4wNmab2_BskelSys@2 . �.....�...... ,_ ..._.z....-� -� . 5q�3.. . .�.,�� 9-00-43-..�._�. iR.B"8...,_r_ . _."�0.0:1, �_q-`-261-ID._.�___:_ 2366_�_338-0 3 4 f�,..... . .. � �"�.•.• 51-3 � 9-9-n ~�`.4-9-0t �- Sa9 � 5-8-9 3442 ' 44-ID� �Na ' _"� - _ .� 4r& II Srale=l:J3.6 5 80� t2 3x4% t] 3aG� 4 6i8 3x6 \� �� 16 400�]2 3 q�� T 3�5� 3x4% � � 8 1 � 9 10 Q d �o 4� II 15 19 20 �a 13 21 12 H 4x8= 3x4 = 3� _ 4x4° 3x4° dx8 - �leo � taa-e ��0-s- �zr.-m. � aaa-o ' )b-0 R1-8 5-8-9 58-9 �)b8 PI t OH t (XY)' �1'0-3-00.0.13� LOADING(ps� SPACING 2-0A CSI DEPL in (loc) Vtleti Vtl PLATES GRIP TCLL 300 p�aleslnaease 1.15 TC 078 Vetl(LL) -0.2I11-12 >999 360 MT20 197/144 (RoofSnow=300) Wmberinuease 1.15 BC 0.84 Veh(TL) -0.5511-12 >729 24a . TCDL 10.0 Rep'Stfess Incr YES VJB O.fi3 Horz(TL) 0.16 9 n/a Na BCLL 0.0 ' CodeIRC2012lfP12007 (MaMx) Wintl(LL) 0.161L12 >999 240 WeigM:i781b FT=5% BC�L 100 LUMBER BRACING TOP CHORD 2x4 SP No1 or 2x4 SPF No2 � TOP CHORD StmcWral wood sheathing directly applietl. BOT CHORD Dc4 SP No2 or 2x4 SPF No2'ExcepC BOT CHORD Rigid ceiling diretlly applied or&1-5 oc�racing. 9-13:2x4 SP No.t VJEBS i Row at mitlpt 4-74,6-14,7-12 WEBS 2x45PNO.3or2x45PFStutl MffekrecommentlsthatSlabilize�santlrequi2GUossbracing SllDER Lett 2z4 SP or SPF No.3 or SNtl 3-0-2 be installetl tlunng Wss erectiory in accordanre with Stabilizer Installation uitle. REACTIONS Qblsize) 1=1515/038 (min.0.2-10),9=1564/0.&8 (min.0.2-i) Maz Hoa 1=252(LC 70) Max Uplitl 1=99(LC 12),9=452(LC 13) Max Grav 1=1675(LC 2),9=1764(LC 2) FORGES (Ib)-Maximum CompressionlMaximum Tension TOPCHORD 1-2=24951279,23=2392/302,9-06=22761331,476=-2059/334,4-5=1770/339,517-1fi54/334,&77=-1798f300, G78=2436/359,7-18=2689/356,7-8=4048/472,8-9=-4332/559,9-10=0/27 BOTCHORD 145=208/1972,�5-19=-98/P14.1320=98/1714.1420=-98/1714.13-14=1062150.13-21=106/2150, 12-21=1O612150,11-12=%1f38�2.511=472(4025 WEB$ &75=21911fi9.445=49/418.4-14=705I203.5-14=252/1461,fi-14=1206/247.G12=48/850.742=d809/268, 7-11=0f372,&11=479/185 NOTES (10) 1)Wmtl:ASCE 7-1oj Vutt=126mph(3-secontl gust)VQRC2012)=100mpn;TCOL=6.OpsY;BCOL=6.Ops/;h=25fl;Cat.II;E<p B;enclosed; MN/FRS(emelope)gable entl zone and GC Exteiior(2)zone;cantilever left antl right exposetl;FC.fo�members and forces 8 MVJFRS for reactions shown;LumEer OOL=1 80 piate grip�OL=1.60 � 2)TCLL ASCE 740 Pf=30.0 psf(flal�oof snow);Category Ii;Exp B;Partialty Eap.;Ct=1.1 l �� � _� � - � 3)Unbalanced�snow loads have been wnsitleretl(or this�tlesign. � \ r { �^ � 7 ✓j 4)This tmss has been tlesignetl tor greater of min mof live loatl of 16 0 psf o�1.00 times llat roof loatl of 30.0 psf on overhanqs ti � .. �n non-mncurrentwMa[herliveloads. ` •��� ' -r^�•�"•��y � =C 1i}„_ tt . n '; 5)This tmss has been designed for a t0.0 psf.botlom chortl live loatl nonconcunen[wdh any other live bads. � Q, -�V �J -�: ��, 6)'Tnis tniss has been tlesignetl br a Irve loatl of 20.Opsf on the boriwn chortl in all areas where a rectangle&6-0 tall by 2-0.0 wide will _ .�. �/ ,� ��behveen the Eottom chorC antl any other members,wit�BCDL=10.Opst � K � 7)Pro+iEe mechaniwl connection(by Mhers)ot.t�uss lo beanng plate capable of wilhstantling 99Jb uplrft at joint 1 anE 152 Ib uplitt atjoinh""�,,,� �:;' / ' J � . �.: _ �:+ 4 n ..�y!)�� i[.. 9. ( , 8)This tmss is tleslgnetl.in acco�tlance with the 2072 International Resitlential Cotle seciions R5a2.i Lt and R802.102 anC referencetl \r-y�-'}t�� ��J'R.�r l j` A 1 � stantlardAN51/TPI1. y`�.CA:� f/T�rL) N.. � 9) Seini-�igitl prtchEreaks incWCing heels"Membe�end fixity model was usetl in ihe analysis antl tlesign ott�is lruss. ��i r�� •.,,!N•• V �� 10)Oesigns checketl foPASCE 7�10 winG al 126 mph(3-secontl gust)is equivalent to IRC20�2100 mph,winC reac[ions x 0.81'will adjust `/ �S � ��� winC loatl reaction to a speetl o(90 mp�. ;'�J��/� ��°��I I�\\��\\ ��111 1 15 111\l\ LOADLASE(S) Standartl � W,1RN1hC:-Vmfvd g p rrvnct.. dRFLDNOTESONR/fSANO/M'LUDFDAIIlF1CAEfERENCtPdGEHIl��4l3BFFORS_tISE. F�ixEEpi��� Devgnwldbruseo N ihlNl k n tors Th tl 'gnkb ed N W Po �� h d'�f nd'E Ibultl g ponen�. APPlicotil'tyofCei9npa t ndpr P+ �P �b 1 P ntu por�ztilry �buldrgd 9 � �itr� ❑ B B� rpsMVm B Iw lafaol sopparl ot ntlMtluol v.cb members only Atltl Iw 1 t po�ry b g� ' u e stabl4ry tl -g sim t tli panz b Ifly ot�M1e ecia AtltlfianolpertnanenibacnBOtiheovemll5lrucNreh'IM1ereSporttiE4fyotRieboiltlirgaesgn .f genemlgudanceregartling '1.11iah:VAll'.�t5 fobkotiron.quo6tyconhol.s�wope.tlelivery,erec�iondntlGocin9:corvvll' qHSI/fPllpuaftivC�Ileriu,058-09anC6GflluMinq<omponenf 8195ounOVOeROaE Safetylnlormetlan aailablehomirvssPlatelrta�iN1e,481N:LeeSheet.Sufle314.Alexantlna,VA2Zfld. Edentan,NC2]9ffi IiSau[M1<mPiM W lumberls if d iAe e mWesare�hoaeeflealveJ6 0 3013 AISC �oe rr�ss Tr�ss rype �ry P�y E7161583 ORDERS EA-17]34 SPEC � 1 Job Reference(opYonap NVR Homes, X �3W s Sep 26 2012 MRek Indwtries,Inc Tue Nov O50]:41202013 Page i IDJ28�tM1?OKWRLbO4l4iPwlyuWCx-FMtl3twOFxBZUR dYSYTmMY99RAWO1j2khHNbyMJOD �•--..�:.�.........:...... _-,...... 513-._.....�,_�yG-ta-i..�:..y-,t4S'0._....-1&9.8..:—..2153_ __....�2611G�__:�-:Zg.S.G:.. . ]]-8-0 30.]i . . ... :. ._ _.._..�. ' s i 3 � a e-n � a v n � ai-o aa i - ' aa i ' sn-iz � a-i-m di i�d ._ _ . yy�2.'� Scale=1]55 5 �.q II s . e.00 iz a'a�: zz 4 23 3x8� ] 3x4 \� 2t 9xtfi MTt9H// 3 4.00 12 0 3x4 II 3a8�i g 5�� � � 10 � Ci ] 15 11�2 0�oa a �e io'r Bx4= 9x16 MTiBH= 0a5 II 20 24 25 19 18 Qys= 14 13 4*"0° 3x4— 6 b= 3z4 ll 3x4 II 8xB= ] 0 I .�.j6�9-B '11-54 IGGB �9-6-6 338-0 i � ]6-0 ]dA 4-0-0 0-ed 5-0-05 24144. F1-10 PI t Off t (XY)' �1'0.&00.0.13] IS'0.9-10.2-0� �8'0.3-40-0-B1 I13'03-803-0� �150-6-80-5-0� �1745-80-4-07 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/tleFl Utl PLATES GRIP TCLL 30.0 plate5lncrease �1.15 TC 0.87 Vert(LLj -44115-16� >970 360 MT2� l97(t44 (RoWSnow=300) Wmberincrease 1.15 BC Oe� Vetl(TL) -0.8415-i6' >481 240 MTieH 197/144 TCOL 70.0 Rep Siress Ina YES N/B 0.91 Hoa(TL) �30 11 n/a nla BCLL 00 ' CotleIRC2072lTPI2007 (MaNix) Wntl(LL) 0241546 >999 240 Weight:2141b FT=SY BCDL 10.0 LUMBER BRACING TOP CHORD 7�c4 SP No2 or 2x4 SPF No2'ExcepP TOP CHORD Structural wootl sheatning tlirectly applied or b6-13 oc purlins. 8-12:2x4 SP No2D BOT CHOR� Figitl ceiling direciry applietl or 6-0.�oc bracing. ExcepC BOT CHORD 2x4 SP No.t'EYCepP 1 Row at mitlpt 6-17 b18:�4 SP No2 or 2x4 SPF No2,618:2x4 SP No.3 or7x4 SPF SNE VvEBS 1 Row al mitlpt 419,619,7-17,8-i6 15-t7:2x6 SP No.iD � MiTek recommentls tfiat Stabilizers antl requiretl uoss bracing WEBS 2z4 SP No.3 or 2x4 SPP SWd'F�icepY be installetl during��uss eredion,in accortlance v�h Stabilae� 1&75,70.15 2x4 SP No2 or 2x4 SPF No2 Installation uitle. SLIDER Left 2x4 SP or SPF No.3 or Stud 3-0.2 REAC710N5 (Iblsize) 7=1486/0.3-8 (min.0-2-10),11=1524/0-&8 (min.0-2-i) Max Horz 1=252(LC 8) � Max Uplifl1=99(LC 12),11-152(LC 13) Max G�av 1=1fi75(LC 2),17=t764(LC 2) " FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 7-2-2493/279,23=2390/302,3-2t=2274/337,4-27=-2057/334,4-5=-1774/341,56=2177/423,6-22=2160/346, 22-23=-2168/331,7-23=2281/317,7-8=-35251414.8-9=6913/775,9-10=6887/769,10.11=-4373/517,71-12=0127 BOTCHORD i-20=-208/1933.20-24=-98/1702.2425=98/1702.19-25=98/1702.18-19=d7/150.'1748=-71/0,617=36fl/�41, 16-17=-i6412879,15-16=-592/6114.1445=0191�9-15=84/99,1314=66/589,71-13=433/4064� WE85 .320=-220(164.4.20=-AH1414.4t9=700120],S�t9=227H2fi,t7-19=0/14tt,5-17=-23ll202B.7-17=d492240. 13-15=-392l3719,10.13=-t335A98,7-16=-84/1321,8-16=-341]1452,8-15=-91/1165,10-15=-198/2433 NOTES (11) � . . 1)Wnd'.ASCE7-tO;Nutt=126mph(3-ucond gusQ V(IRC2012)=100mph;TCDL=6.Opsi;BC�L=6.Opsi;h=25ft;Cat.II;.Eep B;�encloseQ , x'.�, MWFRS(envelope)gable entl zone anG GC EMenor(2)zone;cantilever left antl right exposed;C-C for members antl forces 8 MVJFRS ' r e:;> > �/,• for reactions shown;Lumber DOL 1 60 plate gnp DOL=1.60 ' ��f� /�" i 2)TCLL:ASCE 7-10;Pf=30.0 psE(flat roofsnow);Category II;F�cp B;Partialty Exp.;.Ct=t1 �'�� t i; '- �1� �i 3)Unbalanced snow loatls have bee�considered forthis design, ^��;" -O � �`-�G� 4)T�is truss has been tlesignetl for greater of min roof live loatl of 16.0 psf or 1.00 times flat roof loatl of 30.0 psf on overtiangs . •� � — non-concurtent wRh other live loatls " / - 5)All ptates are MT20 plates unless otherwise indicated. �� � ; �j(�-t�'d�'^'�� ' _ 6)This truss has been designetl(o�a 10 0 p3f bottom cho�d live loatl nonconcunenl wdh anybNer liveJOatls. f G^�,.. " �-f� � �i "�. W � 7)'Thls truss has been tlesignetl(w a Irve loatl of 20 Opsf on the bottom chord in all areas where a reclangle 3G0 tall by 2-0.0 witle will ��j'f�,. �.� >> �.f,� � e)Pmvideemechan�ral connedion(by othe s)of Vuss to beanog plate capable of withslanding 991b uplRt atjoint 1 antl 1521b uplifi atjoint '�t�� `��p�F� ����� 11. ' /,i�i��..::... �\ J9 C� 9)This iruss Is Oesignetl in accortlance with the 20121ntemational Resitlential Cotle seclions RW2.11.1 antl R802.102 and referencetl �j� �NAL ,F'������ ��e�'$Rn,s�Rg�, ,I��,i��rt i n ii iiil���, Coninue page � WdRNING-Vcnfyd o parand �dHFdDNOiESONTHfSAM1T/NCLUD£L�9TEKRP.i'EREtICEFdG61llf-�4]3�BEFORSUSE. Ervc,��r=Eairrav p p ItlMU o h��hMT kmn t Th desi8 hb eE M�PO P � h d' f �ndvitl Ib Ild g p nenl ��[j���@� APPI OIN �tlesi9 P � ^dP P� P�t oi P nenf t po �PN ib 1d gd 9 n H � tl�B 0 B�ov+n I�� YYI■ kt lat olSUppMO�OtlmtluolvrebmeTbersonly Atld� I�empwayb0 �0� �a�eslobhfytl � B � � m WOnibJlityol�he ee�tirevwe er �t� Atltlitiarwlpe'monenibmcinpoitneoverallshvct TnerespontilNoifne�uila'vgd vB�ecF«genemlBUtlanceregortlina rL�itoN,aAllma fabncaYan,qoolity confrol,storoee,tlelivery,erxibn dntl Erdcing,comult ANSI/IPII pualHy Gilerio,DS8�89 antl B61 BulWinq Component 8195ounOSCe RoaE SaMfylniwmaHOn voibbkhomimSSPlatelnsfiW1e,281N:LeeSheel,5uBe312AlexantlnaiVA�]314 EEen�on,NC2)9]2 IISomM1emPUie SP lumbuis ifred �M1ede.i nnWev�e�ha�ee�ea� U6 �] 3013b AlSG Job Tmss TmssType �ly P�Y E�161583 OROERS EA-iR]4 SPEC 1 1 � Job Reference o tional NVR Hames, X ]350 s Sep 26 2012 MiTek lntlustries,lnc Tue Nov O5 W:4120 2013 Page 2 10']28rrfMt?OKWR�hO?t4iPw1 yu WCx-FMtl3hcDFxBZUR_JVSYTmMY99RACtlofj2khHNbyMJOD . -....., . NOTES - (11).�. -, _� .�.. _b��.r�. . . - .� ..:r..-...: ........�.,. . .__•... ,.;.a. �'- ,...�. ..:.>.�, . ..., ......_. _e...,......._.. . .....,,"' 10)"Semi-ri9id pitchbreaks inclutling heels"Member entl fixtty motlel was usetl in ihe analysis and tlesign of U�is truss 11j Designs checked for ASCE 7-10 wind ai 126 mph(3�seconC gusl)is equivalenl to IRC2012 700 mph,wintl reacLOns x 0 81 will zd�ust wind toatl reanion to a speetl ot 90 mph. LOADCASE(S) Standartl . . . . . . _ . . . . . _ . . � LVdRMAG �V fyd g p rv+met - dRFdDI1C1lESON)HfSANO IICIUDEDR41E1CREFERF.VCEPdGENJll413�BEFORSUtiE. E�ixFenirirer -� sg Idf . 530 �y tI1MT k on � Th Cezlgn b ed ly � Pa' � h �' t ' tivitl Ib 'd g RW n�. ���� APPr�fN ttlesenpa 1 dproP �waN I� P n�¢ po tiffy Po IC 9tl sp - othu d B B 9�own izt I t I ppadot tl d l --bm be h'��ddT -It poayb gt ' �re:�oblrya " g im t ' ih espon bllfyoltM1e ec�oc.Add�ionol pesrtwnen�bocvig ot�he oveTA xirvciure z�M1e rezporWb tlry ol t�e boiltling tl ipnn.Por 8eneml gu tlonce regartl ng nlAlhh:.�hNate �.166ricotbn:puoftywniml:sta-oge:Cef ry.ered�eaa�tlGOCing.conzull ANSIpPIIOuuiMCMetla.OSL-89and6<SICWtlInqCOmponenl Bt95ounOSitleROaE SofeylniamWlon aJa11ab1ehomivssPla�elruNfufe.4d1'N.LeeSkeet.5uita312A1e%andtlo.VA2Did. EdeMOn,NC2]952 Y15amhemGir�e SP lumbe.ls i¢d-iM1edesi nraluesa�etMieeEeaio-e�/01 i013b ALX \ Job Tmss � TmssType . �y Ply Ei009218 OROEftS EA-11]% MONO 1 1 7ob Reference(001 onal7 NVR Momes, % ]350 5 Sep26 2012 MTek IntlusUies,Ina Tue Ju13013:5�:182013 Page 1 ID:728rAM 1?OKWRLhO'84iPw1 yu WCxcPHHROvw]909vShtlmEKbz4]et�iln5cpqqz IMnys4? -., `���..... .. ......e_�_� .._. -_ -0+11A:.e .�..:..._�. _�o....,o-, .. .. �0.5-8 - _. �.��_r . ., . .- . __. ._�. .... ..�>.��._... -.., _.. .: 0-01A 45-8 --�. . .. . .. .. — Scale=Li2 fi 3 3x4 400 �2 5 2 � ' y�q- 4 3x6 I I 6-5 B 6-5_ LOADING�ps� SPAqNG 2-0-0 CSI DEFL in (loc) I/deFl� l/tl P�ATES GRIP TCLL 30A �plates inuease 1.15 TC 0.42 Vert(LL) -0.02 2-4 >999 360 MT20 197/144 (ROOtSnow=300) Lumberincre35e t15 BC 021 Vert(fL) -0.05 2-0 >999 240 TCDL 70.0 RepSUessln�t VES WB d�0 Ho2(TL) 000 n/a n/a BCLL 0.0 ' CodeIRC20171fP12007 (Matnx) Wntl(LL) 0.00 2 "" 240 Weight:141b FT=S% BCDL 70.0 LUMBER BRACING � TOP CHORD 2x4 SP No2 or 2x4$PF No2 TOP CHORD Siructurel wood sheathing directly applietl or 4-&8 w purlins, except BOT CHORD 2e4 SP No2 or 7x4 SPF No2 end verticals. WEBS 2x4 SP No.3 of 2x4$PF SWtl BOT CHORD Rigitl.ceiling�tlirectly applietl or 10.0.0 oc brecing. M7ek recommenCS that StaGilizers antl requiretl uoss bracing be inslalletl�tluring truss erection,in acco�dance with Sta6ilizer InstallaYOn uu tle REACTIONS (Ib/size) 2=257/0.3-8 (min.PY8),4=168/0.3-8 (min.04-8) Max Horz 2=67(LC e) 'Max Uplrtt2=-61(LC 8),4=32(LC 12) Max Grav 2=312(LC 19),4=214(LC 19) FORLES (ID)-Maximum Compression/Maximum Tension TOP CHORD id=0120,2-5=-63115,3-S�W45,3-4=-07219fi BOT CHORD 2-4=0/0 NOTES (10) 1)VNnd:ASCE 7-10;Vutt=126mph(3-secontl 9ust)V(IRC2012)=100mph;TW L=6.Opsf;BCDL=6.Opsi;h=25k;Cat.II;Exp.B;enclosed; MWFRS(envelope)gaEle end zone antl GC Eztenor(2)zone;`cantilever feft antl n9ht exposetl;GC for members and forces 8 MWFRS for reaclions shown;Wmber�OL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);-0ategory II;�Exp 8;Partialty F�cp.;Cbi.i 3)Unbalanced snow loads have been considered.Porthis design. 6)This W ss tias been tlesignetl fo�greater of min roof live loatl of 16.0 psf o�1 OO limes flat root loatl of 30.0 psF on overhangs non-conwrtent wittM otherJive loatls. 5)This Wss has been tlesigneC for a.10.0 psf�ottom chord�live load�nonconwrtent with a�y other live loads. 6)'T�is lriiss has been designetl for a Irveloatl of 20.Opsf on the bonom chortl in all areas where a rectangle 3�6-0tall by 2-0.0 witle will ; ., 5t beN+een the bottom chord antl any other members. ����� �`��/j�, 7)Pravide mec�anroal conneclion(by others)of Vussto beanng.plate capable of Withsianding 6t lb uplrtt atjoint 2 antl 321b upliR at;oint' \�\�� � �ft{rr> '��i. 4. . . . Q C�+ .. ., "t..`,��'(' B)This Irvss is designetl in accordance wilh the 2012 Intemational Resftlential Code sections R502]1.1 antl R8021�.2 antl referenced �� y�' �''�a':"���'° t �., s�a�aara nnsurai i. .;' t>, . vt,R - .(� S 9) Semi-rigitl'pdchbreaks inclutlin9 tieels"MemCer entl fixity model was'usetl in the analysis anC aesign�of ihis tniss. = 'Z� ��� � 10)Designs checked for ASCE 740 wind ati26 inph(3-second gust)is equivalent tO1RC2012 100 mph,wintl readions x�.87 will atljust _ g j r, .� . '— - � � wintlJOatl reacbon to a speetl of 90 mph. r L �a..���`.F4 ��y��l�.�� � � .0 ' (,-1V � � �"v LOAD CASEIS) StanCartl .0�,��"•°��,"`:. r � 41J- � �. rr� � � � ,��r°:�Q��,�H�: �.\\�: /,i�s,r SrCJN�AL��'�ti���\ /���tt�ffililll\����\ �W6RM�'i �Y�d g p amR and k£aD NOiFS ON]HfS M'D ffICLUDFD AIIlFX?PFERENCE PAGE HII7413 HEFURS USE. En,ixren ric er � B oltlbfvse fy ihA4T k b � Th¢de9g basetl Op' P P� � M1 wn O tl- t -dvitl Ib 'Id g o O nent ,���� Appl ablNoltlesignpa 1 rsontlprop ncorpa'afi i panenl esPO bih fb Itl Btl p+ n It d g B gsFiovm .B 1 I inal wpP�of ntl duol neb members nty.�Atltl t I1 m0aary b c.p 1 m slabLry tl v g c zivcf � t� p b Ifty o��he recta.Atltlifianol pmnaoent bmcNg ol ihe ovamll sirvcNre s iFe respormb fn of t�e bu Itling des gner.Por gencal8u tlance regaM n8� fA b6 P�illala. IoMC t n q�oliNc hd ( ge.tlel ry re 1�-nantlb rg'�� wuB qNSI/IPllOuv CMerie,�5E-89ond961lultlinqComponeM 8185oun4si4eROatl Jalely In�ttmation Ywa labk hom irvs PI te Inst Nte(181 N Lee Sheel"'SUife 312 AlexanEno.�q 42314. Etlemm�.NC 9932 IlSauvhemGb.e W lumber'u� Jledihedeai nv Wes �e�M1meeflec rveJi O] d013b AlSC Job iruss TmssType flry Ply E7161584 ORDERS EA-1173� MONO . � �1 Jo�RefCrerce(ootonap NVRHwnes, X 73505Sep262012M7eklndustries,Iric. TUeNovOSW:4L212013Page1 I��.128rifM1?OKVvFiL�O?t4iPwi yu4VCz jYARuyEtiR5138tkOG_?umiLV✓LoXpwCzLOxe�yMJOC ��..�-c•. -- . . . .,..0-1Y4... .- _-•-33.52 ......s.. . - S3d=,=..._�.. __ _-. .. �&S9 =� _ .A1-0L ......_._ _1}11-8 0-01< 3-3-0E - 1-1Y8 __ 0.25- �--'-=I.- 146i I 2-Y8 � {' �..x� ...�... Sra1e=12>.5 3x4 II 6 3x8% 5 3 W 4 3z4% 4 12 3x4% 3 0l �12= ] 4rt= 3x9 �/ "5 d 2 11 10 9 � a'� 6xe= 3x4 II a,s= zoo iz s,. .s-s >-o i�1.Q9�a-iia /-2-5 ' -+a> >t,A n19 PI t Off t (X Y)' �2'03-B Etl � LOAOING�psQ SPApNG p-0-0 CSI DEFL in (loc) , I/tleFl lld PLATES GRIP TCLL 30A .plateslncrease 1.15- TC 0.78 Vert(LL) -024 11 >684 360 .MT20 197/744 (ROOf Snow=30.0) Lumbef Increau t.15 BC 0.94 Vert(TL) -0.45 11 >367 24� 7CDL �40 Rep55ressina YES WB 0.66 HorzQL) 0.09 1 n/a n/a BCLL ��o � Cotle IRC2�12lrPi2007 (Matrix) Wntl(LL) 0.16 11 >999 240 WeighC591b FT=S% BCDL t0.0 LUMBER BRACWG TOP CHORD 2x4 SP No.2 or 2x4 SPF Na2 TOP CHOftD Strudural vrootl sneathing Eirectly applied or 2-2-o oc putlins, except 80T CHORO 2x4 SP No.2 or7x4 SPFNO2'ExcepP end verticals. 2-11:Dc4 SP No2D,S9:2x4 SP No.3 or 2x4BPF Stutl 80T CHORD Rigitl ceiling directly applied o�2-2-0 oc bracing. WEBS 2z4 SP No 3 0�2x4 SPF Stud MiTek remmmentlsthat Stabilizers and requiretl cross brecing be installedtlunn9 imss eredion,in accoMance with Stabilizer Installation uida. REACTIONS Qb/size) 2=654/0.3-8 (min.04-8),7=578/0.1-8 (min.0-i$J Maz Horz 2=159(LC B) Mat Upli(�2=-103(LC 8),7=-106(LC 12) Maz Grav 2=813(LC 19),7=810(LC 79) FORCES Qb)-MaximumCOmpression/MaximumTension TOP CHORO 1-2=0/15,2-3=-3251/532,312=1356/169,412=1310/176;45=1407/223,b6=58/12,67=744l44 BOT CHORD 2-11=-651/3086,10-11�=fi29/2934,9-10=19l17,-8-9=1/2,5-9=146/90�,7-8=-261/1354 WEBS &11=�7/580,310=1707/395,4d0=435/125,8-10=276/1469,4-8=9/45,57=4479/285 NOTES (12) 1)Wntl:ASCE 7-10;VW1=126mph(3-second gusl)V(IRC2o12j=100mph;TCDl=6.Opsf,BC�L=6 Opsf;h=25ft;Cat.II;Exp B;enclosed; MVUFRS(envelope)gable end zone antl�C-CEx'terior(2)zone;cantilever left antl righl exposetl;C-0 for members antl forces&MWFRS tw reactions s�own',Lumber DOL=1.60 pVate grip_�OL=1.60 2)TCLC ASCE 7-1q.Pf=30.0 ps((flal roofsnow);.Category II;&p B;Partially Exp.;CY-1.1 3)Unbalancetl snow loatls have been consitlaretl foi,this tleslgn. 4)This truss has been designetl for greater of min roof live loatl of 20.0 pst or 1.00 limes 9at roof loatl of 30.0 psf on overhangs non-concurrenl w�h othe�Ine loatls 5)This iruss has been designed�fof a 10 0 psf bOtlort�thord live IoaE nonrAnNrtent with any other live loads. ' ��� �''/ �� i 6)'This tmss has been tlesignetl for a Irve loatl of 20.Opsf on ihe bottom chard in all areas where a redangle 3Fi0 tall by 2-0.0 witle will \��; �Tp ,� �!� fM1 behveen ihe bottom chordantl any other members. �. ^1"� � ��� ,�/� 7)Beamg at joint(s)2,7 wnsitlers pa211e1 lo grain value using ANSIlrPI 1 angle to grain formula. Building tlesigner shoWC venry Fl ��� ���, ,> ��' wpacrty of beanng surtace: � 1 i`�� ` ' �-. � r . � B)Provitle mechaniral con0edion(by oNe�s)of Wss to bearing plate aljoiM(s)Z � ;a , - 9)Provitle mechamcal connection(by others)di truss to beanng plate�capable otwithstantling 1031ti uplitt at joint 2 antl�O61b upli(t at �---�r' � ' 10)This tmss is tlesignetl in acwrtlance wdh ihe 2012 Intemalional Resitlential Cotle sedions R502.11�.1.antl R802.102 antl referencetl � -�{� '�/'�r S���1�, ?� Z �� standartlANSI/TPI1. _� �` '''t t�' f (�f,`-'r 11)"Semi-rigid pdrhbreaks inclutling heels"Member entl flxiry motlel was useC in the analysis and tlesign of ihis iruss. � � � 'M� �i� � 12)�esigns checked tor ASCE 7-10 wind at 126 mpn(3-secontl gust)is equivalent to iRC2072 100 mph,wind reactions x 0.81 will adjust �i��� �� � ? �.�' \�� winE load reacnon to a speetl of 90 mph.. � � �i uIS�%i �} �"�'V <�\ LOADCASE�S) StantlaM /!/��/;j��I�"�`��\\��\\\ Q WhRMNG Ymfy d g pn-u et d RFAD NOTFS UN'INfS dND fNCLtIDED Mf1PX RE�'ERENCt YdGE lfll�413 BFF�RS f/5E �E���,�� D 0 Itlt seoN�hMll r on 1 iF de�9g bacd �!y p pa � h tl ��- ' tivid Ib Id g P� enf. qppl bRry ttlesg p 1 tlpr pe�n orpomt f p eni po bqtyO�bultl gtle B n �� tl g .8 gshovm '�SfOIOf¢ I ppOl�of tlINCWI bRRT.�`CRO(1�'.�Atltlf IWII TpJ ryb gf ¢s�ob�l1`/tl 'g 51N �� 6�h SpO DI41yo��11e ��,��LSFnI�ll.if? eclor.Add tiorwl pemwnent b'ac ng of Me overol-siNCNre s the resparrs b fN of t�e builtlln0 tl sgner.Fw 9eneml gu tlanw reparC ng lotir�cafon,qvalify wnhoL stordpe.delrvery,erecibn and brxNg:wnsiM 'qNLRP�1 poaliN GdeM,OS9-89 and BCSI WYdhq ComponeM B18 SountlsiJe Roatl SaMtylnlwmWion voibbleframimssPlateGzfifutef281�N.LeeShee�.SOtle31Y.Alexantlno.VA2Zild_ EEenlon,NC2]932 IlSauvhemPUre SC kmberia Mlad iM1edeiimnMr�sa e deKenixJn DI 20l RlSC JoE Tmss TmssType ��Y P�Y E]165903 OR�ERS EA-1202] SPEC 1 Q- Job Referencefoofonap NVRHOmes, X . '7350s5ep262012MTeklndusines,Inc. ThuNOVW1125242013Page1 � ID']28nfMttOKWRLhO?f4iPw1 yuVvLx-SeC_DV8aGG2KiF9s]agieqOGFRY4fs%UafcR?yLbv+9' ._... ..... .: _..�1i1-i '..a 5-Y15 •.....� ._� _.�._,.. �-g-10-P:�_ . "'_"_ 4=9':� .��_.-_. .1S93M1- 2MA - 31-34 0-01-< 5315 � 4E-3 3-0-] 3b-02 A6-11 0.1t-0 SwIe=1:3Z1 6�_ 5 aso L+z a.a= p 3x4 II 6 15 t4 3sC% 3 ] g m � a [d p a.iz= s _p a.a —_ a.s = d 13 I2 11 '� 3x4 II 6s8�= 3v4 II d�' S. I I -1 � 15-9-5 � ]0.4-0 0.-0 `�-t-05 663 ]-2-t< 38-5 .bb-11 LOADING(psf) SPApNG p-p-0 CSI DEPL in Qoc) I/tleFl L/d PLATES GRIP TCIL 30.0 p�ates Inuease 7.15 TC Q55 Vert(LL) -0.16 1243 >999 360 MT20 197/144 (ROOfSnow=30.0) Wmberincrease ti5 BC 0.77 Vert(TL) -0.3312-03 >738 240 TCDL 10.0 RepStresslnu YES WB 0.82 HarzQL) -0.W 2 n/a n/a BCLL ��0 ' CodeIRC201NP12007 (Malriz) Wntl(LL) 0.1012-13 >999 240 Weight821b FT=5% BCDL 10.0 LUMBER BRACING TOP CHORD 2x4 SP No2 or 2e4 SPF No2 TOP CHORD Stn¢[urai wootl sheathing direc�ly applietl or 2-11-1 oc putlins. BOT CHORD 2x4 SP Na2 or 9c4 SPF No2'ExcepP BOT CHORD Ri9itl'ceiling directly applied or 10-0-0 oc bracing. &17:2x4 SP No.3 or 2x4 SPF Stutl �MiTek recommentls!hat Stahilizers and required cross tiracing WEBS 2x4 SP No.3 or 2x4 SPF Swtl be installed during tniss erection,in accortlance with Stabilizer Installation uitle. REACTIONS (Ib/s¢e) 7=922/0.3-8 (min0.1-ii),2=922I0-18'(min.0-1-11) Max Horz 7=86(LC 12) Max Uplitt7=-718(LC 9),2=743(LC B) Max Grav 7=1089(LC 2),2=1089(LC 2) PORCES Qb)-MaximumCompresSioNMaximumTension TOP CHORO 56=2562/444,G7 4=253 31394,7-14=-2594/386,7-8=0/13,1-2=0A7,2-3=-2626/416,345=1861/320,415=1807/334, 45=2035/351 BOT CHOR� 9-10=18t/1907,7-9=-278/2416,10-11=026,5-10=11 V885,2-13=343I2453,1243=343/2453,.11-12=14/70 WEBS 6-9=360/125,5-9=117(787,4-02=583/100,3-12=781/145,&13=0/207,i0.t2=220/1898,410=10/293 NOTES (�0) 1)Wnd:ASCE 7-10;Vutl=126mph(3-second gust)VQRC2012)=t00mph;�TCDL=fiDpsf BC�L=6.Opst h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable entl zone andGC Eztenor(2)zone;cantilever lek and nght exposetl;C-0 for members and forces 8 MNrRS for reactions shown;Wmber DOL=1 60plate grip DOL=1.60 2)TCLC ASCE 7-10;W=30.0 pst(Flat mo(snow){Calegory II;Exp B;Partially Ezp.;Ct=1.i 3)Unbalancetl snow loatls have been consideretl for this tlesign: . 4)This truss has been designetl for grealer of min roof live loatl of 20.0 psf or 1.00 times flat rwf load of 3�.0 psf on overfiangs � �/� non-wnwrtent wilh other live IoaES. �"� " ��• �. ' 5)This 4uss has been tlesignetl for a iD.O psf bottom chord live loatl nonconcurtent wilh any oNer live loads.. - y F 6)'This iruss has been tlesignetlto�a live IoaE of 20.Opsf.on the bottom chortl in all areas where a rectangle 3-6-0 tall by 2-0.0 witle will {��_ fM1�eNreen ihe bottom Uortl and any other membera � � 'q Pmvide mechanical connec[ion @y others)of Wss to beanng plate�capable of wdhslanding 118 Ib uplitt at joinl7 and t43 Ib uplitl at � �omt 2. � — _ 8)This tmss�is designed�in acwfdance with the 2012 Intemational Resitlential Code seqions R502.71.7 antl R802.10 2 antl referenced . • i� �� �`��,"> � \ � standaraANSI/TPI1. � � � � '�SFI�f���k� �� �� 9) Sertti-rigitl pdchbreaks inclutling heels"MemGer entl fuhy motlel vrds used In lhe analysis antl tlesign of this Wss. ' i, Fp i �y� t0)Designs checketl.for ASCE 7-10 wintl a1126 mph(3-secontl gust)is equivalent to IRC2072 100 mph,wintl reaGions x 0.81 will atljust � .�M1 w'�/`.L�t��_��. rt. � � winC loatl reaclion to a spee0 of 90 mph. %���?�. Y�J°++'• C� ���� �oaocnse�s) s�a�aa�d ������!��f���l'1115�������1 � WARMAG�VmJy d g p!�Y+�+R d RFaD NOTES ON 1I1fS dND fNCLUDFD MITFJC.FFS'ERENCE PAGF Mf�/�3 BFfORE USi. E�;inEEFi�*;er p g Wldt o N @M7 k on t Th d sgn ba2d N.�P� W �. . ��^'^ d � o 'ndvid Ib kl 9 p enf. ���� pppl �IfY ftl iP P� 1 tlP P�' M�af I P � Po �bd�yo�b Id 9tl 'q -n H d g 9 BsM1own 'nialat I pp dOt ntlMdvol bme be ly AEtlM1 II mp rybac p� es�abl�ytl ' 9G sM+ �' ib pon tilpryoitM1e neciw.Atld fonol pertnanent Goc ng oi Ihe ovcoll structore s iFe rezpanvbility ol ihe Gi Itling dezlg ec Fo�peneral gu tlance regortlin0 F Mi Pw AlNlats �aMC 1 �q�alify c-� L�st ra9e,tlel ery �ciion and b o -B �+B pN51q PO Ouapy CA Na,�5l-89 antl BC51 Bu0Gin0�emponm( B185ounaside Roatl SabM������on ava labk hom ivss Plat InsM1Nfe.291 N lee Sfreetl Sui�e 31Y Akxantltla.VA 24314. Etlemm�'NC 2]932 IISau[hemV'v�e SP lumber'a ✓rM iM1etlen n'nWeurtt�mee4e[vve0i 01 2U13 �AlSC Job Tmss TrussType Qy Ply E6916839 EA-90195 EA-90129 MONO 1 1 1-10b MONO J �Rf 7 � nl NVR InG Pmdenck,Mp �.350 s Sep 2620121diTek Indus��ies,Inc. Thu Jun 06152]:552013 Page 1 ID:?Y%SIfzVNIBmKkU2rOKC7FyUCIDytliewoya0R59VStBqiL?PuLSLkc]ZOatlnhGtlHZBZ12 .:-..- .., t��t-0._' '_"__ .''"' '' .� _ .... -: "� _ _ �_ __.. . . .. _,:.___ �. , _ __ ' " "1,-. -0 _. . .. Srale=1:89 2 500 t2 3sa II 1 � � 3 3x4= 3x4 I I 1- 1-0 � 111-0 LOADING�ps� SPACIN6 2-0-0 CSI DEFL in (loc) Vdetl Ud PLATES GRIP TCLL 30.a �plateslncrease t15 TC 0:�1 Vert(LL) -000 1 >999 360 MT20 197/144 (ROOfSnow=30.0) Wmberinuease 1.15 BC 0.05 Vetl(TL) -OA� �Y3 �>999 240 TWL 10.0 Rep Siress Incr YES VvB 0.00 Horz(TL) 0.00 Na Na BCLL 0.0 ' CoCeIRC201NP12007 (Mainx) Wntl(LL) 000 7 "" 240 WeighC7lb Fi=S% BCDL 10.0 LUMBER BRACING TOP CHOR� 2x4 SP No3 or 2z4 SPF SWd TOP CHORD� Stmdurel wood sheathingdirectly applietl or 1-17-0 oc putlins, except BOT CHORD 2x4 SP No 3 or Ze4 SPP SYud entl verti�als. VvEBS 2x4 SP No3 or 2x4 SPF Stud BOT CHORD Rigitl ceiling tlirectly applied or 16-0-0 oc bracing. M�7ek recommentls ihat Stabilizers anE required cross hracing be insta9etl d�ringtruss ereRion,in accortlance wHh Slabil¢er � Installalion uide. REACTIONS (Ib/s¢e) 1=74/0.3-8 (mia.0.1-8),3=74/0-38 (min.0.1-8) Max Hoa 1=27(LC 12) Max UpIHt 1=5(LC 12),3=77(LC.12) Maz Grev 1=87(LC 2),3=87(LC 2) FORCES (Ib)-Max.Comp./M�.Ten.-All forces 250(IE)or less except when shovm. NOTES (9) i)Wntl:ASCE 7-t0;Vult=126mph(3-secontl 9usi)V(IRC2012j=700mph',TC�L=6.Opsf;BCDL=6.Opsf;h=25fl;Ca��II;Exp B;enclosetl; MWFRS(envelope)gabie entl zone and GC�Erztenoq2)zone;canlilever left antl nght ezposetl.;C-C�for members and�forces 8 MVJFRS (or reactions showq Wmber�OL=1 60 plate grip DOL=1�.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat Foof snow);Cate9ory II;Exp B;Partially Exp.;Ct=ti 3)lJnba�ancetl snow loads havebeen consideretl for ihis tlesign.� a)This tmss has been tlesignetl(or a 10.0 psf botlom chortl live loatl nonwnwnent wilh any ot�er live toatls. 5)'This Uuss has been designetl:for a live load of 20.Opsf on the bottom chortl in all a2as where a rectangle 36-0 tall by 2-6-0 widewill fit beAVeen Ne bottom chortl antl any oNer members. - 6)ProviCe mechaniral conneUion(by others)of liuss7o bearing plale capable of withslantling t001b uplRt at joint(s)7,.3. 7)This wss is tlesigneE�in accortlance with Ne 20121ntemational Resitlential Cotle sections R502.11.i antl R802102 antl 2terencetl slandardAN51/TPIt. ��,'��1 � ],'1 9)Des gns9che ketl faaASCE 7-110 w ntl al 126 mph(3-seco d gun)is equivale thtoaRC2012 100 mphnwind read ons x 0.81 will atlyst �\��i\\ P„ �T�.��Z'/�Qfj ' wind oatl reaclion ro a speetl of 90 mph. `� �� F� /� .� � •.�aT c�� . � i LOAD CASE(5) Standard � - ='�' �"j"�, - . -lJ, /l/.. � _" ���� �,., .� � -,:_._, r'.;t t �� y� v' - �..� � ,.i iY'I�� � {. /'t ' �:�kf::A`-✓'.i'✓;.l}I � *"'::`�`: ��' � `;�.� '. J �,. ._ !:�`F� '`��i��llC'�..'� �, ��� i, i� �j' � 'C' �\�i:�. ��i. �v/n �; //��f��I,I II1����\\`\\ �WARNING-Ymfyd g pa d ndRFADMl1ESON]1ff5dNDfNCLU➢FLMfYFJCREi'ERENCEPdG6NIf�4�3�8EFORfiUSE. E��HEEUi�er� D g Itlf seo N`�+�h�MT k t .fi¢tlesign �ud N po pa t sMwn tl' � ntl d Ib Itl' g a po nt �¢A{�n � APPI bIN ftlezig P f � anEprope� - P�� �c mp en� Po bEtyoPo id gd 9ner ratt b �B e� Bzhovm 0$L� �is�nlo�erolsuppoM �ntlrvdualwebmembe only.AtlCfiOnOlt¢ po ryb ng� esfadlrytl 'r�pco SiN t ' �h sporrsbllfyofiM1e ��aYe ec�u.Addi�ional pmnOOen�bmci�ig Of�he ovemllSfrvGN2 6 tM1e�espona0 Gtyof iM1e buildvg tlesgnec FIX penetol8u tlanw rtyrltling fAliaF ilflllata fob t -`quoliryc hoCtqogeftlefery� �tionoMb -B���uX pNSI/1%IlpuvlXVQlena,�5!-89and0C51BU0tlinpCemponeM 8185oun45ideHOaE SoleN������en bvolable h�m ims Pl l I ilNte.491 N'l� Sheet Soite 3B Ale ontlna.VA 22314 EOeMOry NC 2]832 IISa�v�ernPirve SP Nmbe.'u Ilied ihedesi nvaWesarecbaseeCeRive06 01 2013b ALSC Job Tmss 'TmssType ary Pty E6935765 EA-9849c EA-98a]t COMN 1 1 � Job Reference(oo�ionall NVR Inq Frederick,MD 7.3505 Sep 26 2012 MiTek Indusiries,Inc. Mon Jun 1�16'.41'412013 Page 1 � I�xa01SSwLNAGPbiBvbqW48Sy78Rl-hacXO LA6bsWggG2Ufe6fbfJKGUlxodpFjZmzSpo __ " - _- . _ _ _2��,� _. 1815 ..•.__ .�-��.-•. 10.115..._ 22A.1 __' ._ �- .�...... 24t1.0 _ � .30.10-0 o�ii� ]b-15 ]4-9 ]+9 ' )£-i5 -_._�-d .�.. . ..... ..� Sz6 I I Srale=1 G6.5 B 00 12. 5 3nS� 18 19 3>G�� 3x4 \� g '3x4�/ 3 4 � 2 a9 �� 1� a:a II �3 �a iz u n m ie » axe�ll dx4 = 3>G= 4z4= 0.10.9 I 2311-0 16A] � 940.1 160-] Plate Otfsets(X V): �2:0-&8 Edge� �8'0.38 Etl �1 LOA�ING(ps� SPACING p-p-p CSI OEFL in Qoc) I/defl Lltl PLATES GRIP TCLL 300 p{ateslncrease 1:75 TC 0.95 Vert(LL) -02910.12 >999 360 MT20 197/144 (RoofSnow=30.0) Lumberinuease i_75 BC 0.85� Vert(TL) -0.56 2-t2 >630 240 TC�L 10.0 Rep Stress Ina YES �VJB 0.40 Horz(TL) 0.07 8 n/a n/a BCLL OD ' CodeIRC2072ffP12007 .(fAalrix) Wntl(LL) 0.13 &12 >999 240 WeighL1521b FT=S% BCDL 10.0 LUMBER BRACING TOP CHORD 2x4 SP No.i 'EecepP. TOP CHORD Structural wood sheathing tlirectly applietl. 4-5,66:7x4 SP No.2D BOT CHORD Rigid ceiling directly applietl or 10.o-0 oc b2cing. BOT CHORD 2x4 SP No.i MiTek rewmmends ihat Stabilaers antl requiretl cross bracing WEBS 2x4 SP No.3 or 2x4 SPF Stud be installed dunng tNSS erection,In accordance with Stabil¢er VvEDGE Installation uitle. Left:2z4 SP or SPF No.3 or Stud;Right:2x4 SP or SPF Na.3 or Stud REACTIONS (Ib/size) 2=1499/0.3-8 (min.0.b14),8=1499/0.3-B (min.0.1-14j Max Horz�2=-246(LC 10j Max Uplift2=-118(LC 12j(8=-018(LC 13) Max Grav 2=1568(LC 2j,8=1568(LC 2) FORCES Qb)-MaximumComD�ession/MaximumTension TOP CHORD i-2=�/32,2-3=2751/260,3-0=7935/300,448=-1903l315,5-7 8=1 7911344,5-19=1791/344,6-09=1903/315, 67=1934/300,7-8=2151l260,B-9=0/32 BOTCHORD 243=1�2/1812.13-14=17Z11812.72-14=172/1812.t2-15=0/1194.1145=0/119d.10.11=0/1194,-10.16=82/1645, 1617=82/1645.8-17=82/1645 WEBS 312=560/267.512=-141/922.510=-149921,7.10=560/267 NOTES (9) 7)WmB.ASCE 7-10;:VU1t=126mph(3-secontl gust)VQRC2012)=100mph;TCDL=fi.Opsf,BCDL=6.Opsf;h=25tt;Cat.II;Exp B;enciosed; MWFRS(emelope)gable entl zone antl.C-C Euterior(2)zone;cantilever Iek antl right exposed;PC for members antl forces&MVJFRS for reactions shown LumCer�OL 1 60 plate gnp DOL=1.6o �'� I� �� 2)TCLL:ASCE 740 Pf 30.0 psf(flal roof snow);Category II;Ezp B;Partially Exp.;C1=1.1 `,�` � . � �%�� 3)Unbalanced snow loatls have been wnstleied forthis Eesigrt. ,`` � '� � �t?,�/��' 4)This iruss has been tlesignetl fo�greatar of min roof INe loatl of.16.0 psf or 1 00 times flat mof loatl of 30.0 psf on overhangs \�� .Y�� � �. r , '�(N��� non-wnwrrent wRh otherJive loads. _ ��" � +� !. 5)This triiss�as been tlesignetl for a 10 0 psf botlom chortl live load nomm�curtenl with any other live loatls. ;�Q�� . . ; 6)�'This truss�as been tlesigned;for a Irve Ioad ot 20 Ops(pn Ne bottom rliortl in all areas where a rectangle&64lall by 2-0.0 witle will ��?' �fj �9 '-� frt betweenlhe bottom chord�and any other mem6ers with BCDL=10.Opsf. ) . � + - " 7)Provitle mechaniral conneciion(by others)of lruss to beanng plate capable oFwithslanding 1181b uplifl atjoint 2 antl�i 18Ib uplifl at �� [.-- .��✓�,'t� U� � � - C � join�8. �. 'ST��L ��p/ z,�� 8 This lruss is Eesi netl in accordance wiN.lhe 20121nternational Residential Cotle sedions R502.11.1 antl R802.102 anE referencetl �° .p� ,�;�r' -;;"'� stanCartl�ANSIITP I'1. � 9)Designs cliecketl forASCE 7-10 wind at 126 mph(3-second gust)is equivalenl to IRC2012 100 mph,wind reactions x 0.81 will adiust ���C^S� ''�✓���1 LJ:�?\��\\\� wintl load reac[ion to a speed�of90 mph � �i�� '�,�O n�r�L ����j��\ �onocnse�s� stendara �������JiI11Vll������j. �il �� ��W6RMAG Vmfyd g paameL dRFADNOTPSON'lHISdNDfMLUUFD191EXREiERP,NCEPdGEl4t-]O]38EFOFSUSE E�iHF�qi�av D B ftl far re o N fh MT k n t Th tl ig bo ed N P�P 1 h tl" 1 ntl tl I b Id B componenf. ��,p�� PPPf tilry ttlag P � .. dProP �P�t f P e^t P bIH �b Rd 9d 9 n it �de 0 B 9�� IyKf istnl t I pporloi tlmtl Iwebm b N Addt I� parary0ro gt ' esloti6Ntl g Ym ho - M �iponibafiryo�lhe YMY a¢Clw.Atld Lonol pcvmanen�Modng ot tM1e ovemll sWCture s iM1e responab I ty o�the bviltling tl s grec Por gen,aal Bu tlonce regortl ng �Idlixh nlAll.rta toMcvbnawllryconi�I.sloioBe:delery ecf'ronontlbro g onsuB pNS1�PI1puaIXVCMMo,D5Bd9ondBC518eiWinpComponent B1BSOUnasitleROaJ Solelylnbrmctona -IOblehomirvuPli I tiWte.491N1 S1��VSuite312Aenantlno.VAY131l. EtleMen.NCP932 IISau�M1emP�rcS�luinberis �IPediFedeu�nnloesue�MUeNemveO601d0136-ALX Job Tmss TrussType Qry Ply E6935]6G EA-90499 EA-984]2 COMN 1 1 Job Refereiue o tional NVR Inq PredenGc,M� 7.350 5 Sep 26 2012 MiTek Intlusiries,Inc Mon Jun 17 1fi 41:482013 Page 1 I�:xtlp]SSwLNAGPbiBvbqW48Sy78RL-9pAVftKLptv_THqPScBB[flBqAjXw2Cl�tT?HSCZSKIn .._. _. ..�:._...._ ..m. .. _ )b-SS::a�::_. : �14-11-8__ _. . _._ Q2�_d-0.�.__. -.� '-� 29-11-0 �- 30-�O�r. . -,-- , ]£45 9-0-9 ]-0-9 --� �J ]b15 d-11� ""l• �. 5r.8 I I Srale=tGfi.4 8.00 12 4 18 3�6 G P 3d� 3x4 U 3 5 3x< �� 2 6 � �8 o� �° am II t2 �a n ia �o s is '�s q,g II 4M4= 3>U = 6x4 = p.. � 9 2¢1t-0 10.0-J 9-00-1 ' 10A) p� t orr t �(xv1� fi`o-36ed l t7�aabea t LOADING�ps� SPAqNG 2-0-0 CSI DEFL �in (loc) I/tlefl L/tl PLATES GRIP TCLL 30.0 plateslnuease 1.15 TC 094 Vetl(L�) -029 311 >999 360 MT20 197/744 (Roof$now=30.0) Lumber increase 1.15 BC 0.86 Vert(Ty -0.57 1=11 >622 240 TCDL 10 0 Rep Stress Incr YES VJB 0.40 Horz(fL) 0.07 7 n/a n/a� BCLL 0.0 ' CotleIRC2�1NP12007 (Matnx) Wmtl(LL) 0.74 1-71 >999 240 Weight1511b Fr=S°h BCOL 10.0 LUMBER HRACING TOPCHORD 2n4SPNO.i'ExcepC TOPCHORD Sirucluralwootlsheathin9�tlirectlyapplietl. 3-4 45:2x4 SP No2D BOT CHORD Ri9itl ceiling tlirectly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.t MiTek recommentls ihat Stabilizers and requi�etl cross bracing WEBS 2x4 SP No 3 or 2e4 SPF Stud be installetl during Wss erec[ion,in acmrtlance with Stabilizer WEDGE Installalion uide. Left:2x4 SP or SPF No.3 0�StuQ Right 2z4 SP or SPF Na.3 a�Stud REAGTIONS Qb/size) 1=1428/038 (min.0.1-12),7=150�l03-8 (min.0.144) Max Hoa 1=-243(LC 8) Max Upliftl=W(LC 12),7=118(LC 13) Max Grav 1=1480(LC 2),7=1570(LC 2) FORCES (16)-Maximum CompresSion/Maximum Tension TOPCHORD 1-2=2158/264.23=1942l304�.3-17=1910/305.417=-1798/349,448=-1792/346.578=-7904/3t8,S6=1936/301. 6-7=2�54/261,7-B=W32 BOT CHORD 1-12=474/1819,72-13=-174/1819.1143=-174/1819;1144=0/1196.10-74=0/1196.410=0/1196.&15=-83/1647. 15-16=-83/1fi47.7-16=-83/1647 N/EBS 2-11=-564/268,411=144/930,49=162/921,6-9=553/267 NOTES (9) t)WnB.ASCE 7d0;Vutt=126mph(&secontl gust)VQRC2012)=100mph;TC�L=6.Opsf;BWL=6.Opsf;'h=25ft;Cat.II;Exp B;enciosed; MWFRS(envelope)gable entl zone and C-C E#enor(2)zone;cantilever left and right exposetl;GC for members antl forces&�MWFRS , for reactions shown Lumber DOL 1.60 plate grip�OL 1.60 �1 � - ��l J �2)TCLC ASCE 7-10 P1=30:0 psf(Flat roof snow);Calegory II;Exp B;Partially Exp.;CY-7.1 ��\��� J7A ���%� 3)Unbalancetl snow loads tiavebeen consitleretl forlhis Eesign. \� C�P. �r%� /// 4)This liuss has been designetl for greate�of mio roof Irve load o(16.0 psf or 1.0o limes flat mof loztl of 30 0 psf on overhangs �� �;+ � . �1� . nonconaiirentwrtholherliveloads. �j- . t�T`���C % 5)This Iruss has�een tles�gned(or a10.0 psibottom chorElive load nonconcunenl wdh any other live loatls. ;�v �✓ � 6)'This lruss has been tlesignetl tor a Irve load of 2o.Opsf on ihe bottom chorE in all aieas where a rectangie&60 tall by 2-0.0 wide will - frtbelweenlhebottomchortl�andanyothermembers"wdh�BCDC=10.Opsf. : _ �' 7)Provide mechanical connection(by others)of3russ to bearing�plate capable of wdhstanding 971b upli�at 7oiM 1�.antl 1181b uplifl atjoinl �,� Y . {� �G'� �' �"' _ 7 �j�Z� � f 8)This iruss is tlesigned in accoMance wdh the 2�12 Inlemational Resitlential Code sections�R502.11.1 and R802.102 antl referen�tl f��`' * �- -: �yi,� - standartl ANSIlTPi i. �r+� '�n�,Gat��� y'� 9)Desgns checketl tor ASCE 7-10 wind at 126 mph(3-secontl gust)is equivaleni to IRC2012 700 mph,wintl reactions z O.Bi will atljusl �.,��q � . �\ \ wintl loatl reaction to a speed oi 90 mpR ��//��'Sfv���L� F%;\`� LOADCASE(5) StanCaN ///�f1��11111��`�\\, � WARMIJG Vm(yd g p. R ndRE1DNOTESONIFIfSANDiNCLUDFD�(9'IFXREFERt1ICEPAGEHIf]/]3�BEFOXEUSE. �E�;inEEqi��� D g Idi � za N`�+�hANT �n t Th d ig b ed ly po p . 1 M1 and zbran nd W Ib Id' g p nt. � APPI Nry �d 51B P� � dP Ge wP �1 t P enf po blty PouidnOtlesBna n �f tl p B 9�own ii t I � I suppM �r�tlMd I b m bers IY Atltl t I� mpwary.b uig� ' e stati I ty dunn9 conshu f ' iF spon b IRfy o�ipe�� . c+eciw.Addi�ionol pertnanen�bOCng of Me Ove�O shucfwe¢Mt responab f�y of�M1e bvlltlinA des gne�Fa 9meml gu tlonce rego�tl ng� nldl KF+IAllale fodx � nqolityc f Iito p `tlel eryemcfonantlM �g ��rrsulL � pN51/RI1Qoal'�ty CrRerio,�5lb9antl9C510uiltlinOCOmponent 61BSOUnOSEeROaU 3 fehlnformoHOn�ovalobkfromimssPl �elnsilWe.481 N L e5heetSUife312'Ale ontlria:VAYl316. EOenron NC2]932 IfSauvliemPuie 5�Iwnberis ailM'ihedui �++��+«<hasee�e�nve0e 01 3013 �ALX Job Tmss Truss Type� ary Ply e�m�ozz oe�.wExoo o� vruizei vcom i � Job Reference o lianal NVRHOmes, X �.350sSep262012MReklndusiries,InnFri0ec0615:91:42211t3Page1 ID:CmbvcSKCXpn1 SCvouSK�vryU%i5-zL9Riv;GObvU3pZlOM�T6�XV TA_SBfem]etiv_PyefLt ... _...._ ._ . —z., . _ ." �,".' I ' _ taA --_ . . _ 280 �— • "... —" ' —' i-0-0 t+0 3y = S�Ie=L�00 2 1200 12 3 1 3x4�i 3xa \� A-0 2E-0 Plate Offsets(X V): fz'0.2-0 Ed I LOADING(ps� SPACING p-20 CSI OEFL in Qoc) I/tlefl Ud PLATES GRIP TCLL 30A� plates Inaease 1.15 TC 0.03 Vert(L�) Na - n/a 999 MT20 197/144 (ROOf Snovr-30.0) Lumbe�Increase 1.15 BC 0 07 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep S�ress Ina VES WB �.00 Hoa(fL) 0.00 3 n/a n/a BCLL 0.0 Code IRC201NP12007 (Matnx) Weight:8lb FT=S% BCDL 10.0 LUMBER BRACING TOP CHORD 2x4 SP No.3 or 2x4 SPF Stutl TOP CHOR� Structural wootl s�eathing tlireMly applied or 2E-0 oc putlins. BOT CHOR� 2x4 SP No.3 0�2x4 SPF Stutl BOT CHOR� Rigid ceiling tliredly applietl or 10-0.0 oc bracing. MiTek recommentls ihal Stabil¢ers an0 requiretl�cross brecing be installetl�dunng truss erection,inaccorEance with Stabilizer I stall ti o 'd REACTIONS Qb/size) 1=83/2-8-0 (min.0-i-8),3=83/2-8-0 (min.0.1-8) Max Horz 1=-23(LC 8) Max Uplifil=4(LC 12),3=4(LC 13) Max Grav 1=98(LC 2),3=98(LC 2) FORCES (ID)-MaximumCompressioNMarimumTension TOP CHORD 1-2=78/23,2-3=48/23 BOT CHORD 1-3=6/40 NOTES ((}�q) i)Wintl:ASCE 7-10;Vutt=126mph�(3secontl gusQ V(IRC2012)=10�mFAi',TCDL=6Ops5',BCDL=6.Dpst,�=25k;Cat.II;Exp ByencloseE; MWFRS(envelope)gable end zone antl C-C Ezterior(2)zone;canlile�er left and nght exposetl.;GC for members antl forces8 MVJFRS br reactions showq Lum�ei DOL=1.60 plate grip DOL=1.60 - 2)TCLL:ASCE7-10;Pf=30.0 Osf(flat roof snow);.Category II;�Exp B;Partially F�tp;Cl=1.t 3)Unbalancetl snow loatls nave been consltleretl for this design. � 4)Gable reqwres mntinuous boriom chord bearing. i 5)This Wss has been tlesgneE for a 10.0 psf.bottom chortl Irve loatl nonconcurtent with any ol�er IiveJoads. ��� �� �'%� 6)Provide mechanical connedion(by others)of Iniu ro beanng plale capable af withstantling 41b uplift at joint t antl 41b uplift at joinl3. \�' i'7j��. �C�i� 7)This Wss is 8esigned in accortlance wkh ihe 2012.Intemational ResiGential Cotle sections R502.11.1 anG R8�2.702 antlreferenceE ���-�� � . '_?,�;�, stantlartl ANSI/rPi i. �� ' �� 8)"Semi-rigitl pitchbreaks including heels"Member enE tixity rtiotlel was used in t�e analysis and tlesign of this iruss. .,i � �t� [c,+ F � 9) �e/72 Bottom Chortl Bevel i� 10) I I. .I Detall � � �,.^� °�' �. :� n d�/'"" � �.. - . 11) I � x � BotlomChortlrippetl °� S. ,�� S � y �.,� � (._ iz) �-vz^ �. ..�i ct��'} s� s �,,��'� J�,` 13) I I . I 33.7 - ' 14) li— ^ `�aJfii.ti<L:•'� � �` �°i `S', -"...... C� �Q LOAOCASE(S) StanGard �� ��\ f�i//�/�tit���.r �' �\\`, �1 ����/i/�I I I�Rl1A���A � WdRHIt.G Vmj�d g paramR dRPaDNOlES�ON�iHIS1NDfNCLUDF�IRlFXAEFEREHCEPAGEHIf/4�3BEFOR6USE. Eu�ixEEaiNrer D g tidbruze N �hµikron io ID d 'g baetl nN W W � h onCkiaran'ndvid Ib la'g poent ����pp� .Appl pbll y I d6g po 1 Ontl p P¢ P�n �COTP f pJ Ibliy Of bV IC nB tle51glIE n �1 d¢ B 8 9�o�'^� ��_ -isMh�e I ppM t tlmdalwebmmbers Iy,AtldM1 It�mp aryb gf ' re9abfhdunn9consl fi �M1 spo blihofihe �� ectw-Addtionalp entbm¢ngotMteovemllzWCfurezfhereiponvti4Mof10eWiItlln9tlesgnecFagenemlg�itlonreregoMng '111i�h.'tlAllak foMC � q�l�yc 1 I'st� g tll ry� eCibnantlb vp suB pNTVIPI1Qw CMetla.�SB-89antlE61luMlnqComponenl 81BSOUnJSitleROaO �SaletylniormeLOn alablehomimxsPlatelnsfiNte.2BlN.leeSUeei�SOite312Alexantlria.�A2?31l. EtleMan,NC39932 IlSavc&rnVMISV1luinbe�iewen6eJ�M1ea + mWevre�hmeeMe<vro0G013013h�AL5G Job Tmss TrussType� Qty Ply E]203023 DEL WEX�0� Vi-01282 VGOM 1 1 Job Reterenceloofona0 NVR Homes, X ].350 s Sep 262012 Mi7ek Indusvies,Inc. Ri Oec O6'15:q1:q2 2013 Page 1 1�2Ih0�4i9sPyKNZleexeJmyw5LZL9RivfGObv03pZLD9uT0yXSaAUU818m78 W_PyBflt �.�- ...._ . ,_. ... - ,-., _ .. _"-.._._pb-0_'-'. _- _.. .__ _"_ 5.6.'u. . . ]80 � 3A-U � _.' _ _ __ _.__ . _—-- . Scale=1:19.9 3x6= 2 12.00 12 3 1 3r4 G 3x4\� 5;.0 � 5<U PlateCttsMS(XY): �2:0.2-0Etlpel LOADING(Ps� SPAGING p-p.0 CSI DEFL in (loc) I/deFl L/tl PLATES GRIP TCLL 300 p�ateslnuease 1.15 TC 022 Vert(LL) Na - Na. 999 MT20 197/744 (ROO(Snovr-30.0) Lumberincrease 1.15 BC 0.45 Vert(TL) n/a - n/a 999 TCDL 100 RepSVessina VES WB 0.00 Horz(TL) 000 3 n/a n/a BCLL 0.0 Cotle IRC201NPI2W7 (Matrix) Weig�L�i81C FT=S% BCDL 10.0 LUMBER BRACING TOP CHORD 2x4 SP No.3 or 2x4 SPF Stutl TOP CHOR� SVUCtutal vrood sheathin9 direnly applietl or 5-40 oc purlins. BOT CHORD 2x4 SP No.3 or 2x4 SPF Stutl BOT CHORD Rigitl ceiling tliredly applietl or�0-0-0 oc bracing. MTek recommends that Stahilizers antl requiretl cross bracing be insfalletl tlunng lruss erection,.in acco�dance with Stabll¢er Installat on au tle REACTIONS (ib/size) �1=197/5-4-0 (mia Od-8),3=197/S4-0(min.O-0-B) Max Horz 1=-54(LC 8) MaxUpti[t1=10(LC 12),3=-�0(LC t3) Ma�Gtav 1=23�(LC 2),3=231(LC 2) FORGES Qb)-MaximumCOmpression/MaximumTension TOP CHORD 1-2=183/54,2-3=-183/54 � BOT CHORD 13=-13/95 NOTES (g�q) , 1)Wnd�ASCE 740;Vu1b126mph(&sewnd gust)V(IRC2012)=10�mphj TCDL=6.OpsY,BWL=6.Opsf;h=25ft;Cat.�I;ExpB;enclosed; MVJFftS(envelope)gable end zone and FC Extenor(2)zone;cantilever lett and rigM exposed;C-C for members and forces&MWfRS for reactions shown;Lumber DOL=1.60 plate gnp�OL=1 60 2)TCLL hSCE�-10;W=30.0 psf(9at moi snow);Category II;ExpB;Partially Exp.;CY-1.t 3)Unbalancetl snaw loatls have�een consitlered for ihis tlesign. 4)Gable requires continuous botlom chord bearin9. 5)This truss has been tlesigned for a 70.0 pN bottom cho�d live loatl nonconcurzent wi[h any other live loads. 6)Provitle mecM1anical connection(by others)of truss to beanng plale capable ol wdhslanding 101h uplift a�joint 1 and 101b uplM atjoinl '�'�.i',r,:. -,,.,. 3. 7)7�is truss is designetl�in acwrdance with the 20121ntemational Resitlential Code sections R502.1 Lt and R802.702 antl referencetl ��`� t � � �_ /��j standartlANSI/TPI i. ^�� � � �:� �L. 8)"Semi-rigitl pd�breaks incWding heels"Member end�xity motlel was usetl in the anatysis antl tlesign of this tmss. .�E„� � 'i 9) 8/12 Botlom C�artl Bevel ( � 10) I I. .�� Detail ' �.,. 3 '°�� -,- n; .- 17) I I ��x � Bottom�Chortl nPPetl ���_"-� ' '.� � � �., Yr �� /- 12) &1!2' �. .�l . �k',y�v G '.�J - 13) � �� ! 33] , ^'� Jl:�i�f_;l=g-R�� LL . > . ` -� ia) I�i— %��•.� .`.P�;(.��?.�,,i�`;:��'`\� LOADCASE(5) Standartl �/j��Q� ,l�i' ^�`� '���� �\� ���i���'A L �`r������ �"�irritiiii��t���� V WdRMNG-Vmfu d g pa amct nd RFiiD HOTES ON]Nf5 AND NCLUDED MllFlf REFERENCE PAGE 19l�<]3 BEFOR6 USE, wErvr��av De g Itlf�U o ty ihMl k n 1 A tl 8���� ��' P �P T � M1 tl- Y ' tl d Ib Id g mponeni. �9 nppr b 6N (d xie w �� a p pe �- r t � � f' -� �aM �e�a a d a o�t d �g a a sno.h+ � kf I t I pparto� tl id OI bme bers ty.Atltlf If p ONb 'r9i stab4tytl g t �1 ' Ih esP dlGrybffM1e � ectocAtltlfionolpertnpnenibrocmgoftheoverollsimcfurekfM1eresponabFryofiheEUiltlinpd sgnn.FOrpen ralgutlanceryqortl'ng ����IL:tiA0111a1z fob 1 qooliryc f�l�si ape.tlel ry � fionontltr �0 oissul� �qN51RPI1Qun01vCMena,�SB-09ondBC518uiItllnOComponenl B1BSOUn4siEeROatl Salelyli«mallan�,:a lablhomirussPlfel�ViNfe:481NL SfeelSUi�e312'Akxaridrio.Vq22314. IISnuN•mPne SG IumLeria ifi �hetrmi nwluesare�haseell i 0] d 1 EOBn�an,NC3]9]2 eo5 TNSS TrussType a�y Pry E]203024 �El_WEXO�_01 VT-01283 VCOM 1 1 Job ReferencefooCOnaO NVR Homes, X �350 s Sep 26 2012 MiTek Intlustries,Ina Ri�ac O6 15:41'43 2013 Page 1 ID:AhsHSMf2Vm0??CqTMSWX%8ypa7A-RYipvFgunuiLhy8Yno7Y9aXVZHFtlQ�MoLTVJSyBfLs '.' " . ' �_' """"_ '———...._.,...-�........... - . . � .... ."__ '__' _ - - .——4-ao '.."-J. f 8-0-0 ' '" ' " " '.- . . .-. . . — _ `-`-.- 4-0-0 4L 0 OAg = Scale=1292 2 fi 5 12.00 12 3 1 3x4.0 3x4 II 3x4 O 680 e-o a LOADING(ps� SPACINCa p-0-0 CSI OEFL in (loc) Vtleil tJd PLATES GRIP TCLL 30.0 platesincrease� 7.15 TC 0.59 Vert(LL) n/a - n/a 999 MT20 197/144 (ROOf Snovr-30.0) Lumber Increase 1.15 BC 023 Vert(TL) n/a - Na 999 TCDL 70.0 RepStresslnrr YES WB 0.06 Horz(TL) 0.00' 3 n/a n!a BCLL 0.0 CotleIRC2012/iP12007 (Matnx) Weight:321b FT=S% BCDL 10.0 IUMBER BRACING TOP CHORD 2x4 SP No.3 or 2xa SPF Stutl TOP CHORD Siruaural wootl sheathing tlirectly applied or 60.0 oc putlins. BOT CHORD 2z4 SP No.3 ot 2x4 SPF Stud a0T CHORD Rlgitl ceiling tlirecNy app'�ied or 10-60 oc bracing. OTHERS 2x4 SP No 3 or 2x4 SPF Slutl MiTek rewmmentls lhat Slabilizers and requi2tl cross��acing be installetl tluring ttuss erection,in accortlance with Stabilizer I �tll ( tl REACTIONS Qb/size) 1=187/8-0-0 (min.�-1-8),3=187/8-0-0 (min.0-0-8),4=247/8-0.0 (min.61-8) Max Horz�1=85(LC 9) Max Upliff 1=38(LC 13),3=38(LC 13) Max Grav 1=223(LC 2),3=223(LC 2).4=283(LC 2) FORCES Qb)-Mazimum Compression/Maximum 7ension TOP CHORD 1-5=156/54,2-5=-04I67,2�=42/53,3-6=753/40 BOT CHORD 1-4=24/70,3-d=24170 WEBS 2-0=1 9 213 9 NOTES (314) 1)V✓�nd:ASCE 7-10;VWt=126mph(3-second gust)VQRC2012)=700mph;TCDL=6.Opsf;BCOL=6.Opsf;h=25ft;Cat.11;Exp B;endosetl', MWFRS(envelope)gable entl zone antl GC Exterior(2)zone;cantileaer left and ri9ht exposed',C-C for members antl forces&MV�FRS for reactions showq WmEer DOL=1.60 plate gnp DOL=i.60 2)TGLL:ASCE 740;Pf=30.0 ps!(9at roof snow)j,Cffiegory II;Exp B;Partially Exp.;CY-t.1 3)Unbalanretl snow loatls�ave been consiCered tot lhis tlesign. 4)Gable requires conlinuous bottom chorC Eearing.. 5)This Iruss has been designetl for a W.0 psf tiotlom rlio�E live loatl nonwncurtent wdh any other live loatls. 6)Provide mechanifafconnedion(by others)oitruss to beanng plate ppable oEwithslantling 38Ib uplift atjoint 1 and 361b uplift at joinl �. i �.� ,A.� ...�i�, 7)This tniss is designetl�In accordance with Ne 2012 Intemalional Resitlential Code sec[ions R502.11.1�antl R802.10 2 antl relerenceE ;'`'�� 4 TR �i'f���/,� stantlard AN51/iPl 1. ' ,� .• . '•nn. `. 8)"Semi-r.gid�pitchbreaks inclutling heels"Member.entl f�cdymotlel was usetl in the analysis andtlesign oHhis tmss. ^'- � ",<':.� �P.` 9) 8/12 Bottom Chord Bevei - :�.'<� '�'�) •. 10) I I. .� � Detail � � . t� J1: � =, t p � � x � aonom cnora rippea r = 12) 3-1/Y' �. .�� �,..- �.�. � l' �.J( �1' ���� 13) I I I 337 C""'�,�. ` �.n"TP r � i L!>� /_ f"' /�(rJ 14) __ � '!.J` �+.'{'4L��l��,���'"�� �\`. LOADCASE(S� Standartl �'j,f,?J �"���': �� � ,//����(�i i�iini���)����CJ;� �WdRfpNG VmJy d ��g p rrur ef anrt RE1D NOTES ON�THIS dND fNCLUfJED IN]EtC RPi'ERY.NCE PdGE 19f 1413 BEFOR6_USE. E',�-�xEF�k, �� D 9 Id101UUOnk ihtATek � � il�¢deugn Msee� nN P�Pa 1 � hown tl' f ' tl d Ib id' B P�enf.. ��$��� Appf blty id ignpa f ntlpope wp a�idt i P � p� blty. ftiuld gd g olf tl B 0� O�o� N4�A_ �si i i iwvw!�oi a a- i�.�eb�.�e ners ry nadrw i� a rv� �mt es�aerNd - g im i ' fn po emrymme f4�6lB x�rn:AddLOnalpe'monrnibrocingotiFeovemYSkucturesiFaresponsibNNo��M1eWAdingd gnecFwgenemlgutlanoeregortln0 �UIia4AlAILrte tab � �q -IiryrotolsfomBe.defvery f �bndbmcBCOnsult AN51/R11QuafM CMena.�5t-09ontlBCSIBUOtlinOCOmOOnen1 9165owESiOeROatl SalefylnlormoUon aloGehomimuPlolelnzMWe:TBINLeeSfreel:SUBe312Plexantltlo,VA2914 EtlentanNC2)932 IfSOVIM1mP� i%Iwnberi iiN�M1ed�: uWesamt�ouette[iHtM% 3G13h�A5( Job Tmss TmssType �ty Ply E]2�3025 DEL WEX00 01 V�-0'1284 VCOM 1 t Job Reference(o0�onal) NVRHOmes, % ].350sSep262012MiTeklndwtries,JncRi�ec0615:41442013Page1 ID:cLHt H1Naqk9WfeN7buk%SyUXz2-vkGB]bhVJYG9BJ6jkLV�SNCIjzduB53bSa021yBfLr _.,. .wE� SRO - . _]0.0.0 ... _ . � c. _ ...._ . . � ...... : . . _ ' . _ ' . _ --..._..-<.. — � i SA-0 54-0 4�= Srzle=1 3G.0 3 izoo iz 9 �� �V 3x4 �I 3x4 II 4 2 5 1 aa5�/ g � 6 4aE O 3i4 II 3x4 I I 3x4 I I ta-g=u to8o Plat OH t (%`n' I7'0-51 Ed 1 �5�0.1-9 Etl � �OADING(Ps� SPACING y-0-0 CSI OEFI in (loc) VGeFl Ud- Pu+TES GRIP � TCLL 30.0 plateslncrease 1.15 TC' 043 Vert(LL) n/a - n/a 999 MT20 197/144 (ftoofSnow=30.0) Wmberinuease 1.15 BC 020 Vert(TL) n/a - n/a� 999 TCDL 10.0 Rep Siress Ina VES WB 0.10 Horz(TL) 0.00 5 n/a n/a BCLL 00 CatleIRC2012/TPI2�07 (Mattix) WeighC461b FT=S% BCDL 10.0 LUMBER BRACING TOP CHORD 2x4 SP No.3 or 2x4 SPF SWtl TOP CHORD Slructural vrootl sheathing tlirectly applied or 6-6-0 oc purlins. 80T CHORD 2x4 SP No3 or 2x4 SPF SWd BOT CHORD Rigitl ceiling tlirectly,applietl�or 70.0.0 oc Gracing. OTHERS 2x4 SP No.3 or 7�c4 SPF SWtl MiTek recommentls Nal Stabilizers antl required cross bracing be innalletl Curing iruss erection,in accortlance with Stabil¢er Installatlon uide. REACTIONS Qblsize) 1=-22/10-8-0 (min.0.1-9),5=22/t0.&-0 (min.Ui-9),7=238/10-8-0 (min.0.1-9),8=326/10-8-0 (min.0.1-9), fi=326/10-&-0�(min.0.1-9) Max Hoa 7=116(LC 8) Max Upl'rft1=114(LC 10),5=-94(LC 11),8=206(LC 12),6=206(LCd3j Max Grav 1=146(LC 12),5=133(LC 13),7=274(LC 2),8�14(LC 2i),6=4�3(LC 22) FORCES Qb)-MaximumCOmpression/MaximumTenslon TOPCHOR� 1-2=186/131,2-9=498l77,3-9=75195,.3-70=75/86,440=-098l70,4-5=167/115 80T CHORD 1-8=37/89,7-8=37/89,6-7=-37/89,5-6-37/89 VvEBS &7=188l2,2-8=3 5912 6 0,A-b=359260 NOTES (1�4) 1)Wntl:ASCE 7-10;Vutt=126mph(3-sewntl gust}VpRC2012)=100mph;TCOl=6.Opst BCDL=6.Opsf;�=25R;Cat.II;Ezp B;enclosed; MVJFRS(envelope)gable entl zone and GC Exteriot(2)ione;ranlilever lefl antl ngh�exposed;GC br memtiers and forte58�MVJFRS for reactions shown;Lumber D06=1.60plate grip DOC=1.60�� 2)TCLL:ASCE 7-10;P1=30.0 psf(flat root snowj;Category II;6cp B;Partially Exp.;.Ct=1.1 , 3)Unbalancetl snow loatls have been consiCeretl for this design. 4)Gable reqmres conllnuous boriom chord bearing. 5)This truss has been Eesignetl(or a 10 0 psf bottom chord Irve loatl nonconwrzent with any other Ilve loatls. .,-� -'i 6)Provitle mechaniral connection(by others)of iruss to beanng plate capable of withstantlin9 1141b uplift atjoinl i,941b uplift atjoint 5, � 7 . � �/� 2061b uplrtt atjoint 8 and 2061G upltll atJoint 6. � � n �� �!`;:, 7)This truss is tlesignetl in accortlance wrth itie 20�2 Intema�ional Residential Cotle sections R5�2.11.1 antl R802.102 antl referencetl �,��4 ' e.� /�.. slandardAN51/TPI 1. ,'.��j �t`�F� � %: 8)"Semi-rigid pilct�breaks induding heels"�Member entl fixity model was useC in the anatysis antl tlesign of this truss. g) _ B/12 Bottom CtibN Bevel �- • � - , 10) �� �. .I DHail ..-..��...�o�{"'P .,i� T��-" ��) I I x � eonom cnom r�ppea T R� � iz� avz•• �. .�i ;.'? e::�r`� �. 7!�x �s 13) � � / 337 '. C,�. '..,i�i�. ' , ��\`.� = 4 14) �/— "t%;�li •:. �i�,.^ `C1� \`J LOADCASE(S) S1anEartl ��j����CJ�y��� L�.���\\\ .t���/fIIIIIII\11��\\. � WdftMI.G Vmfy 1 g pan+ ct ndRPdDIfOfE50NTNf5dN�(M'LUDFDIIIIPXREl'ERENCEPdGSHii.]4�3��8EFOREUSE. �ErvcirirEair�cer � p 0 - I C t ze only lM1 MT k on 1 ID¢de90� b zed M p pa � � tl � an'nd�^d I bu kl g m ponent. PPPI Ob OfY f tl 9 P mef nd P P a'Pemf 1 P m�¢ Po�bS�Y �W Id 9 tl 19 a � f�N de 9 8� n9 sM1Own i h f latcal svpport oi'tl duol wxb m be only.Atld t I t �mpaary b c i�g to I sure stob I�y d ' g omimcipn'z Me rezparebilliry oi�he erecta.,Addi�bnolp �nen�broci�gofiFedvewOSirvdoresAeresponstiG�yoltFebuJdmgtlzgner.fwgenemlBUdon�cregmtling �fiLk,.�AIION �foMC � quoliryconid� iwage.del ry .cironondbml�ip:mnsuX�-.pN51pPIl0uafiNCrileM.DSB-89anE9616oIItllnpCamponenl 818SounESGeROaE SolerylnlormaHOn awlhblefromimxsPl � I-flh��e,201NL Sfreet:SUHe312.AkxarMna,VAY131C. E4enbqNCY]902 itseun .�o� anee �n a� .,i z �met�Ex�a�v�am i � i . Job- - Tmss TmssType ary Ply E7203026 DEL VvEX00 Ot Vi-01235 VGOM 1 1 J ti R� ( 11 NVRHwnes, X ].350sSep262012MITeklndustrles,InaFri�ec061i41'4520t3Page1 ID.cLHiH7N4qk9cJfeNZbukXSyU%z2-0wqZlCxh&1VvH2wGIwv�RAtla9wPNZ5LtloCp6qZakyBfLq �._.. - -. -... ' 6A.G I . n.4.0 __ . . � 6d 0 6A-0 � 4� = Srale=t038 3 10 12.W� 9 3sa II 3a4 II 2 4 5 � 4 4�/ B ] 6 4�B\� 3x4 II 5i5 3x4 II 1v Plate Offsets(X V)' (1`.0-5-t Etlaej �5:0.1-9,Ed�P� 7'0.3-0�-3-01 - LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) Vtle9 L/d PLATES GRIP TCI.L 30.0 plateslncrease 1.15 TC 044 VeM1(LL) n/a - n/a 999 MT20 197/144 (Raof Snavr-30.0) Wmber Increase 7.15 BC 020 Vert(fL) n/a - n/a 999 TCOL 70.0 Rep Sfress Incr YES WB 0.16 Horz(TL) 0.00 5 n/a n/a BCLL 00 CotleIRC2012/7P12007 (Matnx) Weight:62@ FT=S% BCDL 10.0 4UMBER BRAqNG TOP CHORD bc4 SP No.3 or 2e4 SPF Swd TOP CHORD Stmctural wootl sheathing tlirectly applied or 6-0-0 oc pudins. BOT CHORD 2u4 SP No.3 or 2x4 SPF SWtl BOT CHORD Rigid ceiling Eirectly applied or 10.A0 oc b2cing. OTHERS 2z4 SP No.3 or 2c4 SPF Stud MiTek rewmmends ihat Stabil¢ers antl requiretl cross b�acing be instailetl dunng truss erection,in accortlanre with SlaOilizer Installation ulde. REACTIONS Qb/sizs) 1=98/i3-4-0 (min.0-2-0),5=:8/114-0 (min.0-2-0),7=241/13-4-0 (min.0-2-0),8=318/13-4-0 (min.�0-2-0), 6=318/13-40 (min.0.2-0) Max Hoa 1=-147(LC 8) Max Uplitt 1=-40(LC 8),5=15(LC 9j,8=194(LC 12),6=194(LC 13) Max Grav 1=152(LC 22),5=137(LC 24),7=277(LC 2),8=399(LC 21),6=399(LC 22) FORCES (Ibj-Maximum Compression/Maximum Tension TOP CHORD Y2-170/122;2-9=196/101.3-9=101/118.3-10=4011109.410=-196l93.4-5=-152/86 80T CHORD 1-8=55/116,7-5=-55/116,&7=55/116,5-fi=551116 WEBS 3-7=1931�,2-8=3291235,4-G=329l235 NOTES (9-ia) 1)Wntl:ASCE 7-10;Vul1=126mph(3-semntl gust)V(IRC2012)=100mph;TCOL=6.Opsf BCDL=6.Opsf;�h=25tt;CaL II;Exp B;enclosed; MWFRS(envelope)gable entl zone antl GC Eaterior(2)zone;rantilever left antl right exposetl;GC fo�membe�s antl(omes S�MVJFRS !or reactions shown;Lumber DOL=1'.60 plate gnD DOL=1.60 2)TCLL:ASCE 7-70;Pf=30.0 psf(flal roM snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been consitleretl forthis design. 4)GaCle requires coM�nvous bottom chord'bearin9. 5)This truss has been tlesigned for,a 10 0 psf boHom chortl live loatl noncancurrent wRh any other live loatls. ,� � i ,!;;rr�/, 6)Provitle mechanical connechon(by others)of Wss to beanng plate capable of wtthstanding 401b up1iX atjoint 1,1510 uplift at joint 5, .,� 19410 uplift atjoint 8 and�941b uplift aljoinl6. . `' p T��!: . '�%I 7)This truss is tlesigned in acco�dance witlM ihe 2012 Internalional Resitlent�al Cotle sections R5�2.11.1 and R802J0 2 and referencea� � �.N ,,, <i stantlartl AN51/TP11. � � �= 8)"Semi-rigitl pitchbreaks inclutling heels"Member end fzky motlel was usetl in the analysls antl tlesign�of mis trvss. �l � ;{� � U g) 8/12 Botlom Chord Bevel -< - � -- � '"--- 10) � `. .� Delail ° � F � � � - 11) � � x � BotlomAhortlripped �� '� � . �'���� '�� �� � °"�e'�. �<<7y,: - �� _ t2) bt/2^ �. .�/' ` '+.1... v����^��� .. 'taf � 13) � � / 33.7 1 '�; . O C: .;'..'- �ti�: v/ C 14) �/_ '�'�`� .>��i✓�i q°;�'': \ ��C = C,�, '�-,i ..• �C�.\�� LOADCASE(S) Slantlartl '��j�l�������'ii";\\`�ti� �► lyApApAG-.Vmfyd g p nnet dR£dDNOTESONTHfSdN�/l2LUDEDMI]FXREl'ERANCEPAGfiIIII]�]3�HEFOREUSE. �E��xEeo er 0 g I tl fp u ly ih MT 4� � ih tleu8 �� �Y�PO Pa f �F wn antl 5�a�on�ntl C I b�d'9 P ne��. pppl blty Itlesig po � dp pe" T��h tCO p nen� p� iD1Ry fbuldngdesB�� � �� tl g �B �OSM1am� izf I temismpM f d dvol �bm rr�b � MY Atltl1 H mporeVb e� eslob�Atytlonngmml 1 u1h p SibM1fryoft�a e t Adtlfionalpe 1M 'g f�h a era�strt�ct resih spu�bTN fih b Iairgaes8��PorgmemlguitlanceregaNng ' ^�•���:�^�r��°�" �aMic f q IiF/[OOU0151 g 'tlel ry f fronorWbro[ B �� �I�NSI/�PllQualry�CMMn �5L89vntl0C516u0E1npCemyonenl 616SowCSiOeROaO SofetylnlamallanavalaClehamimssPlotelristlfufe,2BlNle5hee1.5uBe314:Ak ndna.VqT1314 EaentonNC9902 Iliou:h �n0u�e5Gl beris i�ied i tle�i vaFina.eihaue*enrveJn0110t3 -ALH� Job Tmss Tmss Type Qty Pty E697]368 ORDERS Vf-01286 VCOM 1 1 � Job Reference fop'onap NVRInq Frederick,MD 7.350�35ep262012MITeklndusvies,lnn FriJu11210252820�3 Pagei ID:SWPUTNib2MTwpCPIPZ4JyUXZ1-TG2cW218h(KBHP1h7ycZ1 yN4GTpRjnTZdOQDyyrqb • . - -` 840 _-' I '16-0-0 - - .. � BJ-0". B-0-0'� � 4��= Srale=1:52.1 3 y m t2oo �z 3x4 II 3x4 II 2 a 5 1 . 4'B O e ] 8 4���\ 3xa II 5� = 3x4 II 1F0-0 150-0 Plate ORSets(X V)' fi:o-54 Etl 1 15'0.1-9 Etl � p'0.300.3-0] LOA�ING(ps� SPACING 2-0-0 CSI DEFL in Qoc) Vtlefi Vtl PLATES GRIP TCLL �.0 plateslncrease 1.15 TC 0.50 Vert(LL) n/a - Na 999 MT20 �97/144 (ROOfSnovr-30.0) Lumberinaease 1.15 �BC 021 VertQL) n/a - n/a 999 TCDL �o�4 Rep Stress Incf YES VJB 022 Horz(TL) 0.00 5 Na n/a BCLL 0.0 CoGe IRC2012lTPI2007 (Matrix) Weight:771b FT=S% BCDL 10.0 LUMBER BRALING TOP CHORD 2e4 SP No.3 or 2x4 SPP Stud TOP CHORD SVUCtural wood shealhing tlirectly applied or 6-0.0 oc putlins. BOT CHORD 2x4 SPNo 3 or 2e4 SPF Stutl BOT CHORD Rigid ceilin9 tliiecity applietl or 10.P0 oc bracing_ OTHERS 2x4 SP No3 or 2e4 SPF Stutl MiTek rewmmentls Ihaf SSabilizers antl requiretl woss bracing be installed dunng trdss erection,in accoMance with S�ahilizer Installation uitle: REACTIONS Qb/size) 1=158/76-0.0 (min.0-2-6),5=158/16-0-0 (min:0.2-fi),7=224/i6-0-0 (min.0.2-6),8=381116-0-0 (min.0.2-6), 6=381/76-0-0 (min.0.2-6) Max Ho2 7=178(LC 9) Maz UpIiH 1=28(LC B),8=226(LC 12),6=226(LC:13) Max Grav 1=2t2(LC 22),5=189(LC 21),7=264(LC 24j,8=474(LC 21),6=473(LC 22) FORCES (Ib)-Maximu�nCompression/MaximumTension TOP CHORD . 7-2=203/142,2-9=-20Z125,3-9=125/142,&70=-125/133,410=202/177,45=181/707 BOT CHORD 1-8=80/149,7-8=80/149,6-7=-80A49,Sb=80/149 WEBS 3-7=18813,2-8=378/268,4-6=-378268 NOTES (9-14) 1)Wintl:ASCE�7-10;Vull=126mph(3-sewntl gusY)V(IRC2012)=100mph;TCDL=6.Opsf;BC�L=6.Opsf;h=25ft;CaL II;Exp 8;enclosetl; MWFRS(envelope)gable entl mne anE C-C Extenoq2)zone;cantilever lek anE rigpt exposetl;GC for members antl forces 8 MWFRS for reaMions shown;Lumber DOL=1 60 plate gnp DOL=7.60 2)TCLL:ASCE 7-10;Pf=30.0 ps((flat roof snow);Category II;�p B;Partially Exp.:Ct=1.1 3)�UnbalancF,M snow loatls have been wnsidered fo�ihis design. 4)Gable requires continuous bottom Uorti bearing: 5)This truss has been designetl for a 10.0 psf boHOm chortl live loatl nonconcurtent wilh any other live loatls. � -1- 6)Provide mechaniwl connection(by others)of.truss lo bearing plate rapable a(withstandin9 28Ib uplift at joint 1,2261b uplrtt aljoiM B - ��` ���j+ and2261EUplifiatjoini6. � ;a Crh '�1.> �//f 7)This tmss is tlesignetl in acwrtlance with the 20t2 Intemational Resitlential Cotle sections R502.11.1 and R802.102 anE referencetl � � �� ;. �i� standardAN51RPb1. '� � �R' 'H�j� �� 8) 'Semi-�igid pitchbreaks�inclutling�heels"Member entl futty motlel was usetl in the anarysis and tlesign of this truss. �� -�� �'� �.•. t �-�— te . � 9) 8/12 Boriom Choitl Bevel ✓..+�,.. ' � j � �a) I I x I Ba omChorGrippetl �yfi. (4 �t.v�; �c�y -;� �.' 12) 3-1/2" I. .�� . :"`.''.Fce�i'rt`:'�,' ��u � 13� � � ! 33T �:1)v�'. ` � .,. .' '. ,L 2 14) _ ��— : � �� �';'���){fi�:� �� �� LOAD�CASE�S) Stantlard' � ,�����,�iL��•" �'������\\"�l i� �'�A� �4 ����%;iiniti,��C��� AWARMNG-YmJyd g pa'amet dREdDNOTES�ONRVfSdN�fNCLUDtDMiTPJfRF1'ERENCEPdGEMI�]i]3HEFORSUSE: E�iNEFa�av D g Iitl fa vu o !y tM1 N�T k n i :Ri tl gn b M N W Po � h tl' I a tl' itl 1 b k1 rg mponent ���� Appl blfN fdesi0 W � I - dp pe �rna0 f mp Mt¢� � �DIM Po Id gtl g oHN tl Ip .B gsfwwn isbrl t I ppMOl�nd d o��-bme ea �ry.ndano aHe p rary❑ q1 eslabTrytl 'gco hucto ID p blLryailhe Gmcior.hdtlifimal pertnOneni brac ng of fFie overoll-sWCtum s t�e responsti fity of IDe CuilCing tlesgreoPor genetal0uidanre reportl ng n Idrt�l.n All�ary bbncafb�n:'qualltyconVOCstomge.tlelivery.erecfionantlbrocing,wruutl .qN51RPii�uu1Iry Utatla.�28-89antlBCSIBUIItlin9Componenl 910SOUnOVOeROaO SaMrylnlormaHOn owilableM1OmimszPlafelnz�INfe.2BIN.LeeSheeCSUile3B.AlemnCria.Vq2231d.� EJenron,NC9992 IISau�hem0' W�Nmberu ileAnfietle I .alueva�e�hvseeXe�civeU6 01 3013b AlX Job. Tmss TmssType Ory Ply E5977 b9 ORDERS VT-012B7 • VCOM 1 1 - Job fteference o tional NVR Irs, Fre�erick,MD 7350 s Sep 262012 MiTek Inaustries,Inc Fri Jul 121025292013 Page� ' I�:ZPoipOKMMPKVmmg9wCcVJyUXz0.ySc_iu2fv_48oR 3frVB8ma9NCSYuIxitlMxygyyrqa � _ -.. _ .. -_ _ 9-0-0 ._.. 180-0 , '_ ., _ 9-0-0 9A-0 qxg - SWe=tfi13 0 12W 4 13 14 5�// 5 E�� 3 5 d 3x4 II 3x4 I� Z e� 1 4R�� 12 11 �0 9 8 4�&�/ 3x4 II 56 ° 3x4 II 3xt II B-&0 1&B-0 Plate CHsets(X Y): f1:0-S1 Etlqe� f3:0.30 0.3-0� �5&A-tl 0.3-�I f7'0.1A ECge� 110:03-a 0.3-0� LOADING(psQ SPACING p_0.0 CSI DEFL in (loc) VdeFl Utl PLATES GRIP TCLL 30�.0 plates Inuease 1.15 TC 0.33 Vert(LL) n/a - nla 999 MT20 197/t44 (ROOf Snow=30 0) Lumbe�lncrease 1.15 BC 020 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Slress Ina YES WB 020 Hoa(fl) 0.01 7 n/a n/a BCLL 0.0 Cotle IRC20/2lfP12007 (Matrix) Weight:861b FT=S% BCDL 10 Q LUM9ER BRACING TOP CHORD 7�c4 SP No2 or 2x4 SPF No2 TOP CHORD Stmctural wood sheathing tlirectly applietlbr 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 or 2x4 SPF Stud BOT CHORD Rigidceiling�,tlirectly applietl or 10-0.0 oc bracing. OTHERS 2x4 SP No.3 or 2z4 SPF Stutl VvEBS 1 Row et mitlpt 4-10 MTek recommends lhat Stabllizers antl required aoss bracing be installed during Vuss erection,in accortlance with Stabilizer Installation uitle. REACTIONS Qb/size) 1=13/18-8-0 (min.0-2-73),10=234/18-8-0,(min.0-2-13),11=359/18-8-0 (rnin.0.2-13),12=273/78-8-0 (min. 0.2-73),7=9/18-8-0 (mia 0.2-13);9=360/t8-8-0 (min.0-2-13),8=D8/78-8-0 (min.0.2-13) Max Horz 1=-209(LC 8) Max UpIiX1=139(LC 10),11=212(LC 12),12=146(LC 12),7=103(LC 11),9=-213(LC 13);8=157(LC 13) Max Grav 1=213(LC 72),10=288(LC24),11=458(LC 18),12=332(LC 21),7=191(LC 13),9=460(LC 19),8=338(LC 22) FORCES (Ih)-Mar�mumCompresston(MaximumTension TOP CHORD 1-2=299/182.2-3=247/137.3-13=-21W�48,'4-73=-145/167.414=146/157,5-74=-218/137.56=208/84.67=-267/172 BOT CHOR� 1-12=90/175,11-12>90/175,10.11=99/178;&10=-99/778,8-9=-93/173,7-8=93/173 WEBS 4-10=209/24.311=376/262,2-12=267/194.5-9=377l262.68=-274l199 NOTES (414) 1)Wintl'.ASCE]-10;Vult=126mph(3-secontl gust)V(IRC2012)=100mph;TCDL=6.Opsf,BCDL=6.Opsf;h=25ft;Cat.II;Exp B',encloseQ ' MVJPRS(emelope)gable entl zone antl C-C Eztenor(2)zone;canttlever letl and right exposetl;PC tor mem�ers antl forces&MWFRS tor reacfons shown;Lumber DOL=t60 plate gnp DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow){Category 11;6ap B;Partialty Exp.;Ct=7.7 3 Unbelancetl snow loatls have Geen consitlered forNis tlesign. i � 4)Gable requires conhnuous bottom chor0 bearing: \�\�l,\ }r� � ` 5)Thls Wss has been tlesignetl for a 10.0 psf botlom chortl live load nonconcunent wdh any other live loatls.. �� .r'j , �j� 6)Provitle mechanmal wnnection(by others)of truss to beanng plate rapable of wdhstantling�1391b uplifi a[jaint,i,2121b uplift at joint 11 � �-� ,1461buplRtatJointl2;-1031bupliftatjoint7j213@�upliftatjoint9antl1511bupliftatjoint8. � �y�,l, t � {� -, �'� ,� 7)This imss is designed in accortlance wiN the 20721ntematlonal Residential Code sectiorts R5�2.1 t A and Rflo2.10 2 and reterenced � �^�i' ��'� � stantlartlANSIlfPl1. ' t� ' ' � e)"Semi-rigitl pRChbreaks inclutling heels'Member entl(izity motlel was used in the analysis and tlesign oithis truss. �I _�a j ° _ 9) 8/72 Bottom ChordBevel � �- � �'i ��4 . ��_' 10) I I. .� Detail L"TM� -i�%° 't, C �'. .� ` >>) I I • I BottomChoNrippetl . ' . ��,,,;:•..:�er f �`.re T"� �2j avz° �. .I( � -•�iG!{yC�. � �� 13) � � / 337 �:,c`- y�...-.� C9 \�� �oa�case�sl/standam � "':i/%/��!IIA IIIUI``t``\ � WdRlffhG VmjyA g pa.vmd tlRFaDIIDSESONiTIISdNDINCLUDFl)MI'fElCREYEREMCEPdGEHIll4)3HEfORSUSE. E�i��r-a�ucer D g ftltarvuonHwiIM1MT k n � ID�tl Ag bcetlonN�W P � h� C � Ind d Ib Jd B� o p nenl- ���Q�� APPI b4Fy idrsp pa f tlqope P�M1 f�P nm� po tiIM ib Itl gd g.. n i1N d p -Bm 9�M1Own� ��� erecta.AadP�o( d E �I bme b Fy Atld� II mpomryb gY es�ablfVtl B�omM1VCt 1�eresponsbl4Notlhe f7�� i:forlotxalw - i6onolp2rtnaneniMacinBithe ��aRSWi MerepowGftyoithebu'ItlingtlsgnerFargern.ralB�danceregardlnp nfilli:x.Jnll.�lo �oWico�ion.QOoliryco�itolSb�oBedelery.n -fwnontlb rgmnvlL qp51R�I1QuoPNUtMOOSB-09anE6616WIdIngCamponenl B185ounESiEeROaU Safetylnlo�mWlon owllabkfromimssPlotelnsfiWfe:2BiN;leeSheet.5uite3lY.ab nano.VA2231Q Etlenlon,NC9932 iisoume.nn'„KSOwm 'r�e,n a.:� .,w..a..�nas.ee«i,;�a/o�rzoi3maisc , , . .. . . ... .. - - . . .. . Job Tmss TmssType ary Ply E69T13]0 OROERS Vr-01288 VGOM 1 1 Uoti Refere ie o tional NVRInq Frederick,M� 1.350sSep262012MTeklndustries,InaFriJU1121Q25302013Page1 � �� ID'.1wyAv9Py�IXBA7MyEjRR9kyU%i?-INANwE3Hg172QbZFpVONh_6KIUy5HJh4xH6l1U6yyrqZ . � - . . . " __ _ 118-0 " ]i-dD . .• . _ . t>8-D 10.0-0 4�y= Scale=l]02 12W �2 4 Sxb �/ �3 14 Sa5\� 3 5 3x4 II 3x4 I� 2 6 ] 1 4a6�/ On6�� 12 t1 10 9 B 3x4 II 3xC II 5#i= 3x4 II 3xA II �1d0 si ao PI t Of( t (XYy ry'0.61 Etl � (3'0.3-063-0� �50.300.3-0� 170.7-9Etlae� �10'0.300.307 LOADING(ps� SPACING 2-0-0 C51 DEFL in (loc) Vtlefl VE PLATES GRIP TCLL 30.0 plates IncreaSe 1.15 TC 0.35 Vetl(LL) n/a - Na 999 MT20 197(144. (RootSnwr-30.0) Lumberinaease 1.15 8C 020 Vetl(TL) n/a - n/a 999 TC�L 10A .Rep Stress Inu YES �^/B 0.32 Horz(TL) 0.01 7 Na Na BCLL 0.0 CodeIRC201NP120W (Matrix) Weighl:1041� FT=SY BCDL 10.0 LUMBER BRACWG TOP CHORD 2x4 SP No2 0�2x4 SPF No2 TOP CHORO Stmcturel wootl sheathing directly applietl or 6-0-0 x pudins. BOT CHORD 2x4 SP No.3 ot 7�c4 SPF Stutl BOT CHORD Rigitl ceiling tlirectty applietl o�10-0.0 oc bracing. OTHERS 2x4 SP No.3 of 2x4 SPF Stutl � `/�EBS 1 Row at mitlpt 4-10 M7ek recommends that Stabilizers antl requlretl uoss bracing be instatled tluring Vuss ereclion,in accortlance wiih StaOilizer Instzllalion uitle. REACTIONS (Ib/size) 1=113/21-0-0 (min.0.34),10=234/21-40 (min.0-34),11=36W21-40 (min..6&4),12=28721�4-0 (min.43-4), 7=j11/21-4-0 (min.0.3-4),9=360/21d-0 (min.0-3-4),8=289/21�-4-0 (min.0.3-4) Max Horz 1=240(LC B) MaxUpliR1=-81(LC 10),11=212(CC 12),iZ=158(LC72),7=39(LC 11),9=213(LC 13),.8=1fi1(LC 13) Max GPav 7=216(LC 23),.1�=305(LC 24),11=470(LC 16),12=350(LC 21),J=192(LC 24),9=471(LC 19),8=354(LC 22) FORCES (Ib)-Maximum Compression/Manimum Tension TOP CHORD 1-2=295H91,2-3=249/141,3-/3=229/170:4-73=167/192.41 4=1 6 811 8 3,5-74=228/152.56=202187,67=256/155 BOT CHORD 1-12=-114/207,71-12=114l2�7,1�-11=-1 2 21209,310=122/209,e-9=1161205,7-8=1 1 6120 5 WEBS 410=226I54,311=388/262,2-02=276/197�,5-9=-390/263,6-8=280/200 NOTES (314) 1)Wntl:ASCE Z10;Vult=126mph(3-secontl gusl)V(IRC2012)=100mph;TCDL=6.OpsY;BWL=6.�psf;h=25fl;CaL II;F�cp B;encloseQ MWPRS(envelope)gable entl zone and GC E#enor(2)ione;c2ntiiever left and nght exposetl;GC for members antl forces 8 MVJFRS for reaclions shown;Lumber DOL=t.fiO plate gnp DOL=1.60 2)TCLL:ASCE 740 PI 30.0 pst(flffi roof snow)j,Calegory II;Exp&,�Partially Exp.;Ct=7.1 � �- J . 3)Unbaiancetl snow loatls have been consideretl forihis desigrt � T ��4 4)Ga�1e requires conLnuous bottom chord Oearing.- ♦� a 5. �'�� � ��// 5)Thls Iruss has been desgned for a 10 0 psfbotlom chortl live loatl nonwncurtenl wdh any other live loatls. `�� � 'T/ ���A ��' 6)Provitle mechamcal conneGion{by others)of wss to beanng plate capable otwithstantling 81 IE upiifl atjoint�i,2121C uplift atjoint 11, � _ : � ;: 1581b upliR atjoin112,391b uplitt aljoin67,2131b uplRt et joint 9 and 167 1b uplilt aljoint 8. � � -.� �_ ��.�' �-�.' •c C.^ - 7)This truss is tlesignetl in accordance vnth Ne 2012 Intemational ResiOential Cotle sections R502.1 L1 and R802.102 and referenced _ !�' , stanOardAN51lTPI1. '� �t�-� �� 8)"Semi-rigid pitchbreaks inGUtling�eels"Member entl(ixdy moCel was usetl in the analysis antl tlesign of this truss. M� ' �, 4S y�"� � �/T'�f`', 9) 8/12 BoHOm Chartl Bevel ����ti� � �,�i f Nt /j�y� . 10) � �. .� D¢ldll l"%!l . '/ � �✓�L/ - >>) I I x I 9ottom cnora ripped ii � ?i'!/{;L•i�!v�;� �' \� 12) 3-7/2" �. .�/ �i:��it(�, "...,. `:O \`� 13) � � / 33] '// ,';'lt` :F;� \� 74) - I�- `/'/��!{llLlIlA11���```` LOADCASE�S) �Stantlartl � � WdRMNG �Ymfyd g pa-amet dAEADIJ0IFSON1Hf5dNDfllCLUO£DAf�'IEKREFERFNCFPAGEHIt]4]3-BEFOR6(ISE. Eµ;irvEearre- Ml oesie afd I o ry in Nui k onnecto rn d g ea erl N Po P � � � � - a d I b Id'9 - mponenl. ��pp�� qppl �fly Itl ig P ( O tlP P R�tio Icomp turecp z�hil'ty �EuAtl'tgdesp lt devgn Bra �gshv.vn oYl�_ iztal t I ppotlot d dualwetim b N�Adtlh H rt�pa�Nb gt I -e�slabltyd ' B � �� ih sporsbilftlyofthe ■Y'�150 erec�w.Atld Manal pemwnen�GacinB ot fhe overall Nrvc�ure s ihe revpor�sb fN a��he tioilding tlezgnec Por genaol Bu tlance regardmg� fNiJ�����Il.il-� fobnmfon.qualih�on�rol.slomBe)tlelivery:erectionbntlbrocing,mnsoB. qN51/IPlipuollNCMMO,DSB-09anJBCSIBWItlInO�omponent 81856wasitleRoatl 5alefylnlormation iloblehomiNaPlo�elmfiNfe,2BIN1ee5heel.SOite312.Afemntlrio.VA2231C. EOenlon,NC29902 IISou�M1�rnVi�SPWmberix '�lN � deu�nnlueiaie�M1aseellertive0n011013b �LSC Joti Truss Tmss Type �ty F�y E7003328 OROERS VT-94344 VCOM 1 Job Reference o tional NVRHanes, % 7.350sSep262012MiTeklntlustriw,Inc. TueJUl3013:53202013 Page1 � ID�.nNPAUMyW_TPi9enetGhl KNyuCCG2tfP25NSOZOsVC?4vsWDvpAVOIMMMG3NtpVJmejyst05 . � 3bH —. _ :<. .. 7_�� . . ' 35 n 3bn Q�= Srale=12fi.3 2 fi 5 13� 12 3 1 4 3x0 �/ 3x4 I I 3x4\� ]-0-5 ]-0-5 LOADING(psQ SPACING 2-0-0 CSI DEFL in Qoc) Utlefl� UE PLATES GRIP TCLL ��� p�ates lnrrease 7.15 TC 0.44 Vert(LL) n/a - Na 999 MT20 797/144 (ROWSnow=30.0) Wmberinuease 1.15 BC 0.18 Vetl(Ty n/a - n/a 999 TCDL 10.0 Rep Stress Inu YES WB 0.05 Ho2(TL) 0.00 3 nla n/a BCLL ��0 CotleIRC2012/TPI2007 (Mffinx)� WeighC281b FT=Sh BCDI 100 LUMBER BRACING TOP CHORD 2x4 SP No3 or 9c4 SPF Stud TOP CHORD Slrudural wootl sheathing tliredry applied or 6-6-0 oc purlins. BOT CHORD 2x4 SP No.3 or 2c4 SPF Stutl BOT CHORD Rigid ceiling tlireclly applied o�16-0-0 oc b2cing. OTHERS 7�c4 SP No.3 0�2c4 SPF SNd MiTek recommenGS that Stabil¢ers and requiretl aoss bracing be installed dunng truss erection,in accortlance wi�h Stabilizer Instzllatio uide. REACTIONS Qb/size) 1=764/7-1-5 (min.0-1-8),3=t64l7-1-5 (min.'0.1A),4=217R4-5 (min.0.1-8) Max Hoa 1=74(LC 8) Maz Uplift 7=33(LC t3),3=33(LC 13) Max Grav 1=t9fi(LC 2),3=196(LC 2),4=248(LC 2) FOftGES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-5=737/48,2-5=-37/59,2-6=35l47,3-6=-135/36 BOT CHORO 1�=21/62.3-4=-21/62 WEBS 2-4=168/35 NOTES (�i) i)Wmtl:ASCE 7-10;Vult=126mph(3-second gust)V(IRC2012)=,100mph;TCDL=6.Opst,BWL=6.Opsf;h=25f1;Cat.II;6cp e;enclosed; MVJFRS(emelope)gable entl zone antl C-CExtenoq2)zone;tantile�er left antl right exposed;PC for members and forces 8 MWFRS forreactlons showm Lumber�OL=t 60 plate gnp DOL=1'.60 2)Trvss designetlTorwintl loatls in ihe planebf Ne vuss onry. For siutls exposetl to wind�{normal to Ne face),see StantlartlJntlusfry Gable EnC�etails as apPlirable,or.conwit qualfied�uiltling tlesigne�as pet ANSI/TPI 1. 3)TCLL:ASCE7-10;Pf=30.0 psf(9at roof snow);Category II;Exp B;Pa�ially Exp.;Ct=t.1 4)UnGalanced snow loatls have been consitleretl forihis design. 5)Gable requires coniinuous�botlam rhorE tiearing. � ' �` � 6)Gable stutls�spaced at 4-0-0 oc \`, � �r�; �/�`' 7)This W ss has been Eesignetl for a 10.0 psf bottom chortl live load nonconwrrenl wMh any other live loads. � 6)Provitle mechanical wnnetlion(by others)of truss to:beanng'plate rapaEle otwRhstantling 331�upliR at joint4 antl 33Ib upliX at joint ;�'. � ,�:� �� �,� a. � `< `°'c� I. ; 9)This truss is tlesigned in accortlance wilh Ne 20i2lntemaiional Resitlenlial Cotle sections R502.t fi antl R802102 anE referencetl ._ standard ANSIlTP11. /� . � 10) Semfrigitl pdchbreaks including heels"Member entl fuiry motlel was used in lhe analysis antl design of this truss. `....y -' � � 11)�esigns checketl for ASCE 7-10 winG at 126_mph(3-seconG gusl)is equivalent to IRC2012 100 mph,wintl reactions x 0.81 will atljust �� C � . �FV "/ , ��!Y� �/1 wintl loatl react�on lo a speeG of 9�mpR ;.1 �f� � ���.,�'�!` .t d.! LOADCASE(S) Standartl \ � l�s��,��:�+� �\�� '-,��p.:....... `�''''},y,�;j`��=jj;Lt E�t��\\. "'t;�tlu[t��A� �. .. V tVARMAG-Verfytl g prz ct - dREdDN01£SONR1fSANDfNCLUDF�.�II]EKREi'ERENCEPAGEHII�6�3BEFOREUSE. �E��xE�Fi�;�� ❑ gn I tl t use ly wtth Mli k c t .ih tl vg - b etl !y po p rameters h tl� �o a 'ntl M I b Itl'g mpo nt. APPI Cltyoided9 P f tlp pe o�poral - t P f P �lity.fb Jtl 9d g n tt tl g �B 9zMVm ��is� I 1 I ppai trrd' tl I� bm b ly Addfl I� po ryb ' 8� w�rvsl tilrytl "B �5W 1 1F po b11pol�M1e xiw.Atld tionol pemwnenf brac ng of the ovemll xhvcture rs�he espowMl ty ot ihe builtlinB d s 8����9eneml gu tlance repaM ng n Idlleh�iAllati. fobrcafron.quoliNconfm49ompe.tleliveryi-erecfionontlbracing:mnsNl qNSUIPI1�ualiNGXeeIa.DS0�B9antleC51lu0tlinpCOmponent �Bt95ounOSiEeRoaE %SO��e�nP'�i�e�SP Iumpe�yomi,���hedoluowWeearetAaseeeetlecilve06A 1 3013hVA�la. Etlenbn,NC2]933 Job Tmss TmssType Qy Ply E7009329 ORDERS VM194345 VHIP 1 Job Reference o lional NVR Homes, X 1.350 s Sep 262012 MRek Intlustries,Ina Tue Ju13013:59222013 Paqe 1 � . ,_„ . _ !D:nNAP.vMyW_T'rtlenelGMKNyuCCS.- `n9$nPiw9eZOWT1HYti_EPoY632qMgl_1?sibyst03 191 � 2A-0 . . 3E45 I 54-0 -. . _ ' 19-t 0-00-05� 0.t415 1-9-0 Q� = 4� = Srale=l]2] 2 3 12.00 12 8 l 4 1 fi 5 3x4 O 3x< II 3z4 I I 3aC O _� 3E-t5 I 5<A 1-9-0 tA45 1-9-0 PI te Off t (X 1�' �2'0-4-8 d2-01 �3'0.AA 0.2-0� LOADWG�Ps� SPACING 2-0-0 CSI DEFL �n Qoc) Vdefl L/tl PLATES GRIP TCLL 30.0 p�ates lncrease 1.15 TC 024 Vert(LL) nla - n/a 999 MT20 191/144 (Roo(Snow=30.0) WmEerinaease t.15 BC 0.03 VeN(TL) Na - n/a 999 TCDL 1�.0 RepStresslnct VES WB 0.03 Hoa(TL) 0.00 4 Na Na BCLL 0.0 Code�IRC2072/TPI2007 (Matrix) WeighC2�lb FT=Sh BCDL 10A LUMBER BRACING TOP CHORO 2x4 SP No.3 or 9c4 SPF Stutl TOP CHORD Simctural wood sheathing direclly applied or 5-4-0 oc purlins. BOT CHORD 2x4 SP No.3 or Dc4 SPF Stud BOT CHORD Rigid ceiling tlireclly applied or 10-DO oc bracing. WE85 2x4 SP No.3 0�2x4 SPP Stutl MiTek recommentls ihat Stabilizers antl requireB cross braung� be inslalled�dunng irtiss erection,in accordance with Stabil¢er Installation uide. REACTIONS Qb/s¢e) 1=77/5-4-0 (min.0.b8),4=7715-4-0 (mIn.04-8j,6=119/5-4-0 (min.0.1-8),5=119I5-4-0 (min,0-i-8) Mae Ho2 7=-33(LC 8) Max Upli/t1=13(LC 73),4=45(LC 13),6=15(LC 9),5=6(LC 8) Ma<Grav 7=145(LC 36),4=145(LC 36),6=169(LC 35);5=169(LC 35) FORCE5 (Ib)-MaximumCompression/MaximumTension TOP CHORD 1-7=98/22,2-7=-43134,3-8=-43/27,48=9822,2-3=-33/39 BOT CHORD 1-6=13/36,5-6=12/26,45=-t0135 ' WEBS 2-6=136I45,3-5=-136/45 NOTES (10) 1)Wmtl:ASCE9-00;Vutt=126mph(3-second gusi)VQRC2012)=1 W'mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25tt;Cat.II;Exp B;enGOSeQ MWFRS(envelope)gable end zone antl GC ExterioKZ)zone;rantilever lek antl right exposetl;FC fo�members anE forces 8 MWFRS - lor reactions shown;Lumber DOL=1�.60 plale gnp�OL=1�.60 2)TCLL:ASCE 7-tQ�Pf=30.0 psf(Flal roof snow);Category.11;Exp B;Partially Exp.;CY-1.1 3)Unbalancetl snow loatls have been wnsideretl tor,this tlesign. 4)PmviGe atlequate drainage fo,prevent vrater,pontling. 5)6able requires wntinuous boltom chortl bearing. 6)This truss has been tlesigned for a 70 0 psf boriom chord live IoaE nonwnwrrent wilh any otherdive loatls. `�\`. ' :1,,, 7)Provitle mechanical conneclion(by others)bf truss to beanng plate capable of withslanding 13'Ib uplrft at joint t,151b uplifl aljcint 4,15 .`�.`� ` T�� - ':�, Ib uplift af joint 6 antl 6 Ib uplttt at�oint i � �>>, C;.�,.� •; 8)Thrs truss is�des�gned�in accortlance with the 20�21nternalional Residential Code sedions R502.11.1 antl R802.102 antl re(erenced ._ - r[ � . .. N��, � i stantlzr0 ANSIlTPI_t. � � Y ..� v .j.; �f .�, 9) Semi ngitlpdchhreaks inclurling heeis Member entl tieity motlel was usetl in the analysis antl tlesign of ihis wss. R�. �" % 10)�esigns checkeC for ASCE�7-70 vnntl ati26'mph(3secontl gusQ�.is equivalent to IRC2012 100 mph,vnntl reactions x O.Bt will adjust � . �. _ wintlloatl reachon to a spee0bf 90 mph. 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