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Plans (2) 111111113 i- -� S �C�C �: This PAGTFIGSLign UHBERePaBCd from computer input by LU118€1I SPECIFICATIONS TRUSS SPAM 25'- 0.0' o IC: 2x6 OF SS LOAD t*i4A1(0N ftdCREASE= 1.15 IRC 20-4 114HEWER FORCES 4'i1E 8-C3=1 )C1( BC: 204 DF#148TR SPACED 24.0' O.C. 2- 2--( -38) 411 6. 0=(-937] 3559 3- 9=[ 0) 31 2- 11-3831) 1035 9- 9=[•907] 3569 3-4=[-842] 131 REBS: 204 OF STAND 3- 4= -2870) 882 9-10=(•9071 3569 0- 4=(-2$4) 1406 LOADING 4- $=5.26701 852 10- 8=(-930] 3575 B. S=(•642) 131 o IC LATERAL SUPPORT e= 12.oC. WN. LL(25.0)4DL( 7.0[UM TOP CHORD= 32.0 PGF 5- 8=`•38911 11135 5-10=) 0) 204 C> BI:LATERAL SUPPORT e=1211C• (X5. CL Ole BDTTOY CHORD= 10.0 PSF 6- 71 -48) 411 OVERHANGS: 24,0' 24.0' TOTAL LOAD= 42.0 PSF LIMITED STORAGE ODES NOT APPLY DUE TO THE SPATIAL BE3dITN6 MAX VERT MAX HORZ DRG REOV(RED RRC AREA Connector pplate pre fie deslona tors: REQUIREMENTS OF IRO 20116 AND]BC 2006 NOT DE(00 YET. LOCATIONS P040110H5 REACTIONS SIZE So.Dr. (SPECIES[ 0,00 CII 01411 ler no prefix -CompiTrus, Inc 11,1420115,11118115,1115=Nark series 0'- 0.0' -2051 11711Y -108( 1081. 5.50' 1.06 OF I 625[ BOTTOM CHORD CHECKED EOR IOPSF LIVE LOAD.TOP 25'- 0.0' •2051 117111( -106( 1088 5.50' 1.06 OF J 6251. AHD 19077011 CHEM LIVE LOADS ACT NON-COHCORRENTLY, MAX IL @EFL= 0.007' (1)3205) E -2'- 9-0' 1.1120= 0.700• VAX in..MEL- 0.007 [1)3554) @ -2'• 5-0' 1190= 0-257' SM LL REIT- -0.256' (1)1086) K 12'- 6.0' 11240= 1.204' SAX TL @EAE= -0.447• IL]646) F 12'- 8-C' LIflo= 1.605' VAX LL DEAL= 0.007' 113205) F 27'• O.C• 11120= 0.200' MAX IL OEFL= 0,087' [1(3556) @ 27'- 0.0' 1390= 0.267' c•-..1MAK HORIZ. LL DEAL = 0.155' P 34'- 5.5' fJd MAX FOR(Z. TL DER = 0.281' P 24'- 6,5' Design conforms to main rindtorce-reslstmg system and components and cladding criteria. .` • �---. 12-06 - 12.06 Wind: (10 Nth, h=2511 TCD1-0,2,000L=6,0,ASCE 7-05, `�( Enclosed, Cat.2e Exp.4, IMFOS, 6-11-14 5-06-02 5.06.02 6-11-14 interior zone, load duration factor-1.6 1' { f 1' 12 12 4.00 D II-4x8 a 4.60 4.0' 4 - M M-4x6 M-4x6 0 2.9' in -a CV - - 9 I 1 gE9 PROF-- co cp -- Y Sx6 � �� ``-CO G F Ai s1 CO o __ - -- d [0 -_`_ I �� N �,• �? rr�, ro = M 1.5x3 M•1.5x3 �(� l lit. '�� M•3x8 M-3x11..„..__ 6 \��4 o CRS 12 2.00 2.Do vG 12 c7 lY26.4''3 e l _ l I y �yf6R. JO tf' 6.10-02 5-06-02 5-09-10 6-10-02 7/26/.-; 0 2.00 12-06 ' � 4, ( 12-06 2-00 EXPIRES �J3[N�i 1 N -- CO 25.00 y co fa,.JOIfiv co SO JOB NAME: 11983-ROSE CITY - A •J� , w tri� --- - Scale: 0-2373 1 V 1 Q X 4'OrRMi65, GENFAAE ND0LS.mime dheaxsee n4e4: �Ir ,, 7„ .� 1.Bails and ermine cmnador ahold be addseded General Novae t 4a hero ]i+- A dais k. pons nyofth.�ring designer. mg l.Rexer 1. Truss A enol=�dr9s hectare mrsardm mrment>s and�prorel is)her ya¢bi?y oftleprNrg Aesy er,n4lhe / l,-, 2 7e4 aorrmedaierr web Mama met be is legal wenn,Peen., bra$Qesgpeer Delvers rrgeroea. 2 2 Design gleesome and beaern dual.to he blonde !._: �, ].ATliteiii latae 10vs5rP BlBrrrarrb male®lerponq sed ieeernyeranl ioP saelerecaed al DES. BY: BS dubiety tram-9 marl be designed S designer of oaryise&budrm. mcss.and el 10,e•c ropea5ny tont=bussed emrgenrn,teen lw toy • rJ'3 Camel' oar slabgouch m Omni ebedmm4o.TC1 andlor drywR CO DATE: 7/26/2010 nhoo esponsimet,for bracing. 42a hypedblvdin.err beer.trauma remind nopedheen•• A 242G3 L 1.No Wad.bidd be appaed Mary emrp Den roll ons al kaoeg and ksy8or of inns fs the rnspe mlel of are omtra�r. '!� .--• SL©.: 4605462 raslenersar.aereplia gem es no time Dredd ere,heck mulct D.. 5 Design a®mee dunes.lee le be used in a na eeneimmeeri_ ...lb �`J!$1ER design kook be embed to any ownponr�L ism y and are br-dn eoMtore d use. �'J "�� TRANS ID: 290522 S.Canpm„,,,s ramred.ese„....,®a. k7 rerme 6 Design assume aJ beaaing ad at egperh sumer_Shen onaedge d { 1T tending.ddionert C 9.Oc Wines li ed sees aneod0..lontoloa ed's MIN ter b'Design P d met on5.1. is h', .tea paced s.leer eater ?� N 1PlYelCA re BC5l,copes dxiei-_h WI se!unshed'seen rennet Ines Carnrage wNh jo►p1tih�sev6r�rlreea. N )11111IIIIIIIIII II1II YlII�II VIIIII1IIII Conn puTrus.tine-SoHware 7-5-3.TF(TLYE Idler Mails re in see ESR-25 73(Creme IMO andW E5R-1311,E Rr15aa liTek). - ti Q • 11111111 . , LLIRER SPECIFICATEONS TRUSS SPAK 23'- 0.0' o 2x6 CF SS ester conforms components main dcladdj g tritemg TC: LOAD DUSPAOD INCREASE= 1.15 system and cot rents and cladding criteria. E>;: 2zd W A16BTR SPACED 21.0' O.C. 4 fv Mind: 1l0 mph, h=2511, TWL=4.2,RCDln6.0, ASCE 7-05, —, TC LATERAL SUPPORT c= 12'0C. MON. LOAD1KG Enclosed, Cat.2 Exp.B, MFRS, RC LATERAL SUPPORT c=12'0C. TION. Li( 25.01.+DL( 7.01 0K TOP CHUM= 32.0 FOP interior zone, load uration Factor=l.6 ems-} DL ON BOTTOM CHURL!= 10.0 PSC _ Ulbalanced live loads have been TOTAL 10Af1= 42.0 PSC Gable end truss on continuous bearing wall. considered for this design. M-1x2 or egoa] typical at sled verticals. 1 ^ LIMITED STORAGE DOES SOT APPLY DUE TO THE SPATIAL efer to Cdr g Connector plate prefix designators: fl cIEica gable end detail for C,LN,CI9,CN19 for no prefix! = CowpuTrus, Inc REQUIREMENTS OF IRC 2046 AND IBC 2006 NOT 8E1NG MET. complete specifications. m If,1l20H5,Mi9HS,1116=Vitek MT sines BOTTOM CPARO CILECKED FOR 10PSF LIVE LOAD. TOP co AND BOTTOM CHORD LIVE LOADS ACT KOH-CONCMRMENTLY. Co T T Qs 4 CO co CO co tea v, 0 co• 12-06 12-06 1 1' 1' 12 euro C-4x6 12 1 d 4.00 i Ler `___ co to co to ND ur CO Fl , a • '_ 4 o c Ol 1' [_ L------ D zei _7 o - 7 o - C-2.Sx4.3(S) _�5 J C-2.5x4.3 C-2.5x4.3 l 1 1 12-06 1 1 12-06 2-00 25-00 1 2-00 1 JOB NAME : Scale: 0.3472 WAWlaaoo_ GENERAL NOTES.mimes alheneise noted 1 Bolder and endive omrnrtor should be advised of all General Rola 1 The blah*edge is admired.Pm Ito deeign pommels.shone Ro.iew Truss: GABLE and Warmers before coneruaon mennenoes_ an/approval a the.ppvsbaRy male Mudding drawee.ne1he 2 2,4 mn:peaaon web braarg must be modeled ones SMwer MS drsgler or bus engineer 3. A lateral IOno reamng elanloma wdi n lellp:as and permaeed 2De6gn assumes the lop and balm deoNslona laterally bracedair atgt • OES. 9Y: dOU901 gelidly danog must be deigned by daeprer a><rurplela 1lp,r rt rmab ramusal10. sorespectively odsh miens C/a ialore throughout admwlOC.)Y ,,��77 DATE: 7/27/2010 Cimpurnn 112741111.5 RD 2�onsiNer ttyesudi hoed.; d arlmpsolbadpeg or mean brawn;reeueed anew Yvon.. IN 1 No boa should ke applied Bany on.porlenlurn.effendi Werra aril 1_InslYlabonof IMO 6Uw rerpvlsihln/od he respesUae connecter. SEQ. : GABLE hornets•m...,,,,,m.,,,,,f el ro l6'c sMilikf nnp loads greaM¢vn 2 Oesgnassunsi einem am In be.ed te a non-om ave emmmnmaeL C' ID: desloads be applied In any ownporonl end see 10:f Airy,0 one rynere01 TRANS ID: d, COMM-n.611.35 pl Cny ,Tr.ehnsno todMI aver aid OSwmoe no resporeesitty for the & 0esgnasuerd Nl bearing at all e4pm11 snaesr Shm awedpe a�ss� fabric.' tl n. Mrdtn;.ehgner[end indalnion or component;hld 7 Dueyn assumes adepole drainage is nowired VIII 6 ues 71ns daWeisner'is sner'wiliest In leermnayons set runnel a Plates med es ill be locateon both hops of hiss.and placed so diet orales 1101111111 TPVINTCA in'SCSI.copof Mede will be shed won request lavascotWexM d seeders. •eir Imes 9 Dyer adulate size of plate mdlj' e_ i Campt'T1us,Inc Software 7-5.3.1E{1L]E 10 For besecomecmr stale law values see ESR-252g(Comm 1rusl ardlor ESR-171 L ESR-I 1103 WW1