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TT 5i µ,XE;,* O,r �J+WXct4 cZ T h a iT35 7070 jVAI,) Y IF .tenjI f'- - SPAN -TO _2a' -�Of 4�o�p�jr4yy'4 1 B2 (BJ2) D 11G� R SPRUCEPTNE FIR J fr - Ra.0xQ.5,Toa TO 29' 0• RZ.QXQ„5 TO 2Q' 0' Rz. --.5 • s W T PANEL POINT SPLICE Jm� TO 2a_t o ran I NO SPLICE R0.5X3.OrT3$ TO 2QI 0`�%l'4”. '" l�r-- „ 0112 DOUG -FIR SPRUCE.PINE•FIR r t2.5/_c, T;0 2a• T2,.S/a TO 24 0 _ , 'BUTTE OU .,� OFF PANEL POINT SPLICE (81) - K 4x4..5,T2.5f4 TO 2Q' 0" - 2 - Syrnmatncat --PA®�hi►. About errs oCI"T, sr2f tfi "11 T1iis/AL IXPW[CTO" t WS,,,W_ d y-,+ o m A ca U P t*.y�•'•1 ' .ral, s,w .r,a r. osrQ+Ix,.1 a p - •r.nes+nla.•ti'.arwrgr.w,u.o��*Qo��e.acao'••ss•ocxsa.•,nsz- urt+ecA:sna•a.v _ �_��__ :. F6.E MO Jt� Ji_2e (Z6` 2/2 �i'27''h^OrV'e •r ♦.01 •'*l. _. a. on w.ai2s'sTa•'e/tas asaia.. mt,d.•x.•o.t,s,•aa•e.F. - _ T 2 5- ur„a+w�son.tv.sz t,aT•+a.wvr a „a�wvyrL.aa�.s9A..ea+o�_ a node :5444 r,oc+ra q a d"rrY: .ew...r o+r•,o .f .M meted o.m,eC. ?tom BAt'E C /' 2/ 7 9 S; F nil N„u e M vnls'7TM-S� �. ssoi+ Flmocv.ecb „q�„isrn,.ar,+.s ..,e..• Lcao.lMvsew.e ute+.at 11ifS - 5-15-7L* DMDT- TK pC iT:: :r+".Im.ww_lmams�bc..ae,..wv�•�•••:ora.tr.+m.�. - x. - a• _ ' 3., rs -T .. a1 lw ;r f. LUMBER SPECIF[CRTCONS t1EtIBER_ FORCES FROtt LEFT TO R[Gmr: TOP CHaRtS BorTOrt CHORD NESS REACTIONS ..� TDF- CORD 2x� =2 HE,.r SER r 1_ —Ee4s B L= 16'x4; H' L= —�$s w� �= s�3 �ERcrcon a B 1= ssz �,p� c��1O CONSTR DF-L. r 2 -CSBO 0, 2= 11:`X N 2 S23 H 4`- -366 RERCTEON o B 4= 962 CGNSM. - DF-L T 3= -x580 B 3= 1674 ; ' , 1�� f GR . 6DT CHQ"a '_'X4 2 HEtt-FCR FARING, F3RI RED`D / L 40 CON'>T,_ DF-L.BEARCNG c 1 2-3$HFf L.SADF'°�' CGNSTk DF-L BEARING o 4 2.38HF! 1.540E WEBS, 2X41STANDARD OR STUD OF-r; TRUSS, LOADING ICON' '1l C7 i✓ � J �ti PLAT CNC-. CS F R-5000 SEt EES OF L[;*DL ON TOP CHORD = 30.0 P:SE �� �+ r� OL (IN CEILING = 1 = T � t+{. , lr�0 j TOTZL DE LOAD = - PSF I _ -� $ /8' DRT HAIL NOTE=LOCFE ENTER-PANEL SPLICE.5 ?SF CEILING REDUCT_- . z., PANEL LENCrTe +1--6 INCHES F fl LOAD' DURP.F[ON INCREASE = 1.t5 w 31-m EETHEP er4o OF THE PANEL INFTfCRFEG_ r - 4660- 163fl I6s0' _ 12 12 5 S` - 4 32152445 BUM COO 4866 ($) 7.{A } ,DING DEP EM 2,445 (N - 2445 .•61 i 2T-0.'0" 6VERP.LL SPAN r. _ RDS ZED HIS ET DR EXCEED ... a SY_RCENO _iTRT1. 2T�$S �H� Rt6P0�ISIHI:LITT DFCDTHERSTRUE URERIRNB THAT 4E TLIYEHE OLORD�TIM°OSED 'rEl THE c5LDCRL�BUILDING CODE UK PCFic C�[},. _ - -- - A� RL DEAD _ORDS IMPOSED B TttE. HISTDRIERL CLI`ATIt RECORDS. NO RESPONSIBILITT IS ASSUMED. FOR DEnENSIDNRL RC£URAGT. YERIFT ALL f:.-S(jQtl [33C D-0C1- - O•C ,�„ 3t$! : "07.tiENSIDNS.PRIOR TC FABRICR.T13%..:CONNECTOR.:PLRIES 5409N ARE TRUVRL 16, TB,. OR �O Ga GS. RE 5PELIF3ED`.. - .- - _- --.-ell - - FR:BRIEATION 54RLt [OrPLT kSTk THE fDUALI.T7 CONTROL MANUAL` OF THE -[RUS PLATE 7N5;1?UTE (TPII AND THE - TRUS:tRL TRUSCDn. nRNUBt. ALL PANELS NOT SPECIFICKLX DESIG+irTTrC RHE TD 5 LOLA'--LDiDEDI0EN�7NIS DARWLa�NGs. - - SPECIAL CUTTING.. ONLY LATERAL E1�iACyNG REQUIRED OF INZ I'VIO:tAi :7R.s35 tfEH6Eg Tv P- ` !� - THIS DESTGI : fi55UlSES. THE TDl" ht D xtl BE CONT].NUDUSLT HRR£ED B7 ..HERTA.7 tiE UR OTk n:`.-ISE 6"a, ED.: WHERE :... "� DES: VT;-T ND.RIGID ^. - AP 'E* CSLY 3D THE TTDA-.C2t A HALL 6c HRk =C -R? '.ti.rRYAIH NCS EXCE ED2 N5- �.. EE _ _ SONS AEL s.TRU sem., -. n .r - RL ■ _ BAACINL NHICH IS `RLNATS REGUIP.ED To PREV ENi TOPPLING AND 'DORIN31NG`e. REFER TD 9RRCING 4CDO 7PU66E6 --- _ _ - -- £al"IENTART FWD RE£AR•• N.DRT10N5" TTPTI.. WHERE-.CDNF135TON MAY CON4EANIND FFCF£R FIELD ENECTSCER - - SYSTEM T �: M C� CLEARLT NRRK INTER:Mk HEARING LOCATIONS, CPWTILEVE:THE TNATOW E..LOF T)iE THUS?t�ESTURcRCORSENTKDFDPHE S 1 J 7 {:..I 1 V INSTALLATION- IAL55E6 SHALL NOT BE PI:G�£G IN PINT ENVIRONMENT r-- ——idsf3dI REF+ - WOOD TC EXCEED I3k RNO/BR .CRUSE CONNECTOR PLATE CORR0510N.: CRMBER. WHEN NECESSARY. IS BEST DETERMINED HT itL£ T 22 A-8$401 T^nD WgL STSr.Eis CDRPOAAirON R 3IONOOE COMB. , - _ - _ .7UDICIDUS:FeFLSL+'T+Ta?r CF E:X'ERIENCE AND -TYEREFORE:IS OUTSIDE TtiE SC4pE IDE. :RE5pCN5I�ILI:TT OF IRU6b�AL,- ` 5 LONGFELLDi4 LIkiBE -<{437> LUMBER SPEC(FTCATiON, _ _ 589 8 TO :CHORD N t- 37 N S 50- REACTERCTi0N5 TOP CHORD 2X4.. 70� CHARD- 80TTOMECHOROFORCE3 FF,Ot1NEB3T-TO R[GiiT� REACT a B S- tb51 SEL-STR- OF-L T 3= -4853 B 3- 5317 H 2- -864 N 8=: -519 REACTION B - �(i�sly t _ T 2- -4553 B 2= 5318 H 3= -289 N 7= 57- 4= -L611 B 4= 1875 N'4= 3458 BEflftENG AREA REO'D `ISD IN) GIR SOT CHORD XA SEL-STR. HEM-F ER 15= -2031 B 5= ts75 at DF-L $E4RING a I 2--SOH-1 1.581F ,at DF-L BE=?1NG a 8 2-ziOHFr t-68DF WEBSSTANOARD OR STUD GF-1- TRUSS LOADING (CON tl i5EB :t {3 2)c4 CINSTR--,OF-L LL*DL ON TOP CHORD 30.0PSF •Z OL ON CEILING =tr PLkTiuG i5 FOR R-5000 SERIES ✓ OF TOTAL DESEGtt LOAD = 40.0 PS * � hj0, 030450 * S PSF CEILING REDUCTI I8':Dftt NALLI , LOAD OURATEOff INCREASE = 1.15 - T NOTE'- LOCATE f;fTER-PMEL SPLICES AT 515 ' MAR 3I -W - PANEL LENGTH -1- 6 INCHES FROM EITHER END OF THE PANEL I40ICATED- . srgT CIVILOF C A- 5875 0830'- 2445 t2 t2 $445 5 1-15 0830 0830 3zt50 —,=:na9. 3880 E COUNTY WILDING DEPART - 30-0.0 - OVERALL SPAN _ i - - _ IT 15 THE 4£SPONSTB-ILITT OF OTHERS To ASCERTAIN TRATTHE LORDS UTILIZE DON THISHDESIGN$4ESUILDI EXCEED L DE DR FS ATE GCc1E SPRiiXG 534{C RCIUAL DEAD LORDS I»POSEO BT THE STRUCTDR.. AND Th_ _LI,E LORDS 11 -_t ;. 0:C - yr`9f�.�.7- -: - - HISTORICFL. CLInBTIC RECORDS. A'9O RESPON I�SILITT_�I.S A55UMEDTA OR D rENSI FDR 3ACCUGECTRb TERIFY IED ft .�Ocf3 5130 2 _ fl16 . a?F£ySIDNS.PRI'IIR -7D FFBRICATI..Hr CON% _ F'n3�ICA Ik SwRLL %"IriQI'k AL�e I Tits`HJ-RUSLITY tONTPOL-ARNUAL-'- TIF THE TRUSS P.LA E INSTITUTE ITP.II 'nND'ThE - _ +RD sCL.'I. ;t ';4 i:.A* 33PL U ;.la 5R _CTFiCnLLT DESIGNSTED RRE TO BE EOURLLT DIVIDED. _.:• DENOTES .... �.. SPECTaI t+€II:,. ONLT LATEHAL ERECIN- AEOUIREO OF 1NTYTYIDUQL ?TUBS tt£riBEAS--, IS ?tD?ED ON THIS IIRRi+IAG: .T - ` ..THIS DESI��r. 3{5iti:{E.i ?HE TDR-LRDEE.T1 cG ,::,TTINDDIS"T R4CED,3T SiiERTHTNG;l1NCE55 OTHERWISE 57AT£II. WHERE z y r T ' r S-E .BRRCEO AT IHIERYRLS ADT -EXCEEDING tf R E (_T is !.7 RI^vIC - I`;u* IS APPLIED D'REC?L� yy1 H_ DFSO` s.D3D. IT Sk.Rtl EREt'r;v^N R:! '1 R D V T , U I - � iSd".�'-ii' PERKIS �ERECTIN't:TRUSSES Apt -RiT Dom To SEEK PROFESSi£NRL'-'RDY'CE REGRnING EAPORRRT - - T R. :�w R It-- IIRUSSESI ,R'nLinir yi1 CH ',S-ilkm'15 *EGUIRF.;} ?+ pR`:YFHk "iP'LI'kG RND --0GZINr,ING-. aEFiit TO '.5ARCIFIELDDD RSCTIDDN CDz'iE,9?Lir' 'Na ,k£s?tfaENDR?.JNa {Tf'_I +r:nE CCuF9158DH nv Ekla'+ CDNCERNIi+G PROPER �T=_VENT 111PROPER, - - ` C'. CLEAALT tnd aN R'SIR $�FRIN`s ZDCihT1c3H�:. C40TzCtERS- ANO THE CHORDS OF N E TRUSS TD P.REYENT y71PRDPER :,er - -��v. IYISTtILLATaII3�• T:tt1'.'�..aE5- ahRLt ?+D..CE:DL:i"_'-..3N %i Ew"Tiva".' NT: iNn O3LL. OUSE' i}� 1SDT5?U.i£ LDN7Eh7 OF :t:ic r- -_�. _t^. tF+ - _ N TD' c!lL�LD �3X PNDle.it AL E-LFItiaECTD4 7L'ATE _ ?BST D.N. - CAttd£R;.."al'•EN Y.ECESo�RT- TS'.BE57 DE ED BT FILES _� _.3 P,.. Ai 8840 Ry*,,al BXgzgyS :.;;P."Dr".�i-i�Y 'R sZOt�3 'C:1.,?;;4Y..lLDDICIyUS aPPL?irl=IIii I`F £x°ERIEir,= cyr '-'N 4 F -t° IS OUTSIDE 14E SCOPE OF __SPnrSI4.t?TT 1F ZRLSMAL- '.'. 5 LONGE LLAR LURIEE <4+39> FiLr Dri7tn:+?3`L"D� �R' 1 ', F. ,F,.-. Z - �+`, a --i #.:.-".,±� "- "'t'Y�'',.p ;`�S' ''7r.: -zj"'"y1cg-„H'�a3�4'zvz :;,7.z --r.. _ ..=�.....«...,r..�-•- --- - _ - .'.Pt-�. 'i"'.7s�!. _ L'fi+..'-i r,.$''f«?J=``-:,n7-`4`yg"'r _ k,;.--.�s��rr .a'�+e.r'wa=r+'.fs2+.+aN•►:#^ll01�ll�r�wl�.wq�4 S"•':3�.-I•``s.a y - ii�._ ,.. y �.pf Ifu4salarflglpE a SmECtES FOR -UW SPANS wi QED BEttti+ t MF=--ar2»++G -CRw t =7.180 f it ttu f ^ iffiR f �'1 rSR' i a i2ptl' a w�rsaoa+ w. why �'� [�f •!t� :DF r7 Qf = �;Cf!# iN. !4• Nf- st .. ' ..H., . .-�. -r.....5[.�a,�q D.W- w.' ver a a,,,i.x••e !r • .. y++. ... .�,.... _ = L-. x 2x. 6: - - 3M R _ - _ . • i - a s33.r-.1 n' )1.!! 1'. +36...8. i.'c�►�u.�#sw.wtsaaw�tl�w�•f! �T-.ci s .- ..IOeC:fOROr'' ?z • 33''1A• 3T' 1• t tl •craw..rvraoer..Mr�s.� ` .aa 8pTY0a+ dek 21; - O t h A • 3 2 I �2 ” i 4 • ':P " 3? - Z" • a t+rn ravq r frti awmt amssrsfsC dan► fa Aagsew+owrrb�reai6• v�g fsEYSERS Ss�STAMJApD OR STix2.GRADE M�Ii-FiR:'2.3 s2: PR On SIS HMO ON DeSiGH - s �sPACFn 2b,.ti��n,i: C. �$` 5,b:12 pItC>ia 41.3 CONFSG1fR1TTi1R' 2141STsKII'aWQ'9R STfIn GRat1E >1cS;-PTR FQV.:;-.Fu •IE"Fvg _fir LLDL:no.,R7t1f z 32.0.:P3f 'ate+ ''c IDL. ON C£2LT'F6 1 F rT� TOTAL DESIGN=- `� ` - r 5 PSF 'CFTLI�.a GEDU OFF aa�v POINT SP4TC£ '(T21 IIF_ EL A%TAL ST,E3S nNLT' 2Yb aa,llza.4.Toa, TQ 3h` n - it[1+►CpUWATIt)N IyCpEaSE p£ax Jal'hT QET'►Tt. 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'-=<t::fr'%:�.» �e3P;:. r ,.tir`,,.�n ".°'i-_."�''= 6�.�-e`` .. -.= .- ' s«a Caa-r1lever ~ � NNGENERAL Plate fZ ?late ti3 "-+)" to Ls6 -3.2x1 .5,1-31, A-3.2:6, T-36 R-3.2xlV. T -31C {: ::-3.2x7_5.T-3P HDTES, (unless otnerw+se s^eai.ed Re: te5DQC1:yY01'Cr� StE: mrw �i� - P ^.-4.Oxg T-48 ap l0'De' � - For, T.ie::3F_R RE,^t '' �t :fB.:'iT� A$D 3?TnT DET41'L_ S :NOT SN,1G:t :. , � s, �.. '.. .+fs . +r.� + r ' 'tR,�+.ot' agt� designed provided Y . "ebwonment- T — 30-. — y — 4 » 3) 5 - I S —! $ _ �>`� 3, Des=cn a53umes u' y-conJswn' at use m r+onconosrve lateral braang at 3'rcion cfiora. 72 ac �oacm mad T — 36 — 5 - •= 4 a 3) 5--15 — 7L i it-, , n �� r• atw.� w' '4` 4 Design assumes 5 Design assumes fun Gearing at supports. Stam or ..eogr it nctessary (i Camber cuss to i1720 J~etweer, supports. Caa-r1lever ?lace 71 Plate fZ ?late ti3 "-+)" to Ls6 -3.2x1 .5,1-31, A-3.2:6, T-36 R-3.2xlV. T -31C tL(6 to L 4 ::-3.2x7_5.T-3P R-4,0xra.:-46 R-4_ON11, T-43 -34 R- r - i act ^.-4.Oxg T-48 I ; 070.: _ __ > n .. 7 Adernua.e arautage +s ass 3't s.•m„ 8: Iva con4wous lateral bracing required ..bve shown, 9 Impact ondging or lateral bracing tecflrnrrenaea_mereslwwn I • (IV ER LL LFhGTh (IF 36' +t' SPACED 24.0"O,C. �rEr ac!PW RIGRTCaut r,F 'c• It-• ` 1 uim ;` 7lfU53 -i 11Ani\Cx 7f UNIE Lil:¢ PF?,I3i34�5F K 1t3 .O Til 3-60 IC --IC: LUAO 0 142.00LA5 Al 3Er.h7 BC 1i"1,1- 1:3lc OF 1.4,'10P5F• FROM .tl TCI 3h. 7' ed e it S PSF CEILING ,Rtl+7Cl1,CN TAKE -4 T5141*04Y 1 -ALL) + Latera: br4cing required at 3'-C)" a c:- =x== art Canto ti ever A yrpc ,�� LOAD111tR1Ti1JN iNCS.F'45E = 1.15 Hatcba Chard ci eatlriieuered 2II tv w" (5112) ..ccs. ;t z 1�F1 �F,aC7I�`7 = ]Zoll 41f�tt7 RFAf_Ti�Eu 1633 TM;S5 -E-4Ek FiIRCES '(CTI, I)- R -3.2x9: T -3S (5" ca 8") (4/12) ?.x5 :retge _ T S -21319 -0 1 2'4`° A 7 -6v3 R -3,4x10,5. T-310 (18" to 24.,) vt'X13) 2x11 vedgg T 2 2346 ._H 2 1.7' 80-3 r a .-271 ,- R-3.2xa T•-38 (4., to 12") (5112) :x4 wedge 7' 3 -2i27 13 3 %147 4 5 -a33 A -3.2x12; T-312 (12" to 18") (Ski.-) 2x6 wedge T C 1402 -:8 a-Aiii)5 - CANTILEVER aT W6 _LEFT PEAfTlav = 1N-3 RIG"T REACTTON = 7 wedee plate slze,same Tgtu5s r.:€vaER F9RCE5 'CUN 11 i t ?1 ! 1 t1 1 ?n+r2 °5 1 - n 1 N 3 -5Dq as 3ezt heel ( 2 -1690 L' 2 11036 11 2 3fiO II hD5 r T 3 -715 3 3 773 5 -2672.. �n (4/12) T u S7h9 3 a -1578 to 4"' C:rntile_•ar - R � J ! � �'� ! i���a� i �� ��- ��' ��� ����.��� � � ��� � ! !�_� � ��-�I ��i '� i '��'� �� GA ����I�� '� IF--�! '� '10N, Y' �y ¢ •t9.J4A .uM C: ! V16.� l I d ry R' y.7 ��Y G 'Cl'a kepi ori the to at all tSrnes and" tis unl wlr � make any c ar 9 esar alterations sa e, with, i e nt :of .Out written permlissio rc�r the l ep .a r r 0 t p11 b.A.,h^AA/^ev& rnithtV Of Butte.,