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HomeMy WebLinkAbout007-260-0731 i® M' mi fit:. .1 94�:. i & Ass'SOCIATE,S tig omiui�,,oy SUA0, 202- Outt),CA, 9, 1592"a lop O 0 -�'+n+41:�ri�.„,�.r-d-_.n,:--e'. i+..++�i "r`e'..r-.=�+..m°i�'-��!:,:F �.�Lm-{�i,:a`•-•.' ,'k 4. �, :'M. -gym �..=.=.;:.'N �"1 "4i f "J .h 1.n..an.., �Wnaxw,r�wxvyA� ,ni+�.�& a N, ��..... �x--u..xn.•.- .�... ..-.r m ..- .. ,�y, �v S�:�WegL�;'^^h�—�A; ° ..--r, ^�.� A" �ee.,�..,�, "u�.�—aid--•m,...,,._:.... ., t� : ` a,N�;'p !':.'' • "y'�`: , VI r 7uy�ry, fJy ,J��y�yy'q� ��yp� Assoc!AJES r4 ri 1r � J i rr n� y' u .a r'arx kc ... r In' r t `F' —.77, +fry Y'I 1{ 4, P A na.`�u'1'ri,�if',:..t-4�.r4wM....wW.'..Mi+S�M1A.,a:ul:«.:.rise:.i=rNr.«!..?w......,.;+r++.........-r•r.. ;.N'r.i,+.+,-�.! w".u:ni1 +Fm.+.t�+ AM CREDIT ,. IYI f Nem {r� i *Alt V �y] �("��{f��+�+�p��jj7 �>4R'I•R.tiu,`•RT c*ilfW4�4tl:T w'i+ dd�.s��1f�M o! 01F+\eehICR.5.'!F. �M'6i.f1 11 171, 5 Y`di�i "'.6i 8 .a-.0 �., ...:. v i ,.... ;:.7 a .,•.. - r.. .� pl, , j2f i „ e 1�1 pal a r F A R M R E D I T' � I ..,,. ,_ ,ter;%4..,.M .,.,-,».m.�-,Mta.:.d •,.r, , �..r,. m.,�.w "'.T i LD I N� dr , ",. �,� AlkY)�,�{j�f{" .�: �.:.,..r �, ....:..... ., tet..-•:-,.,�. .::. _,.. �m. ., 15p, , i' ,t '?; K.-im a d! �q IMMIMILVAIMARXII BUILDIINGror� and Fe*rfil Land, Dank t v to .r. 9 ITI-1 &A35 'Tt e 204 9`,"92-3, 916,, 43,4621 sa�M MM,79w'MR 9,E .4 i �a II n ARCHIT TU, i � !jjjjjjL, �'��� ., ��yy����' y-� dateol �d anrom�3, _, •° ,ig)_ aase5e. r rWll .4�..ps, rt q,�W� , �-Cb"iIa 9`59210, 916,34-3A621 'y S, tivitb vGimpr 4t As im.. ' IJ , ill " �r��e"�+_.I f-"•�--,.—.�,:.,,.�in.�`�d � ,..T:::—��:.;.w .�,,��..,� 7'��.�.« � i ,1 t ya f14 icy� 0� , w� w F RMICREDIT- � B,uL 1: IN � t LCALA fif6th', ca,PO d dwo ctoakm . Atoll 'bodf, Roal�d. Chick Co VA. Oft � r rARCHITECTURAL °t�' 1323' r iwnnt A AssOCIATESI fur"t 202 ChicoiCA 95928. U f MY C.. R. , Icus i Trr tl� r r RIF, ...'1 i I! i p f a I I( P s ...Twe-n«�r*, �,o->.+n+,s..µ„a—.-.e.w w«�.,,,�,..�eL aa..Rrdxu tE�n. I�1' +I.,...M ,, - �r'', ..�.r,_ r,+-a,.nr+..:+�.,. i+�� n. +.,.a..,--�M:=,.s..- ,:� ' • �, i d lei tip F"',RM k ,'REDIT ' BU � 23 Sil r Road, si r pi r O� I.,:I..t At" ..dn:.� 51, .�..e s. .iiP _.:h ,, - _ Yom• - - 6 IF Top,CNO 2X6F FiR LI?CN g T! SS• PREP ,MED UPON Cil�iS�U�ER :3NPIDT'.�3'dMEaIRteS} 'SBMI img-my- -CONNECTOR Ev ©v FUSS eRf. 8Ct7 CfiiOTi� 2X :.FSA -LAR _ -my- -- • TC X -laud; L--�A: 0.2g 6 �'� �". �iEg3S ' 2X� ' SIR-i:A$3 SYANilARD CONNECTOR PLATES M T 8E I6�S�fALo �G �~1�7C L -R: 12 7 9.�H 6.50 i Eli Yi:' ACCOR€}ANCE MYT.FF MEfitiIREN NTS' OF' I,C. ..tD. AESEAAC41 AE6�GRI' X2949. tU3 ®il7TQ t. CP9©FiO. CNECXEU F4iF� 10 PSS'' LIVE -'LOAD. z �lL •�I,ATE ARE CENTER€W JOINT; -UNLESS OTHER1W -St 3i�MA1fED. PLt��ELQPOINTS CH�i�is] SPLICE CCC�1�,FiI:V HE7i+lEEi�l nt SE OFi GS.. I30 IY !&t7f1f:OA-P FOR, !'P. 'PL4liE LDCkI i!lN; DEFAIt,S. ' jd O �FEI. LENGTH 9EOLOCAi.TED AT �1PPROXIMAFEIYe ,a . { NEL POINT t�I'fFiS�l 12 1 AH€I .- ;Tf P C�iORG SHALL � GE LATERALLY, BRACED KITH PROPERLY CONNECTED: 5lifliILO' NOT 11CCUR IN R�tHE>a5 NEXT if7 A PANEL POINT SPLICE. � J PuR.i.INS-- SPACE.. Ali A MAXIMUM 13F 24I - i�.:.�. � k w f" REFER To DRAWINGS A103 ANO A104 iFflH �3�ERit�NG OL�fRtLS. w N016. '2X4 �3 GlcN -FlA Q'9, BET JER,-;CONT: ' CNt3RD SRACImG' 920 HAX=. i}�C _ REQ�lIa EpUQU�TLATER�P�T8 47014 ENO VERTICAL. MAY NOT laE w:(Pd3SEU TO �1IN[2 .PRESSt1R¢'= � J -2-16a I SLS - BR�►CTdiS xS dvti7-- RE UIREti F A TAC?4Q CEILING, 0 Irs ATTAC�O 0IRECTLY ,.TO BOTTOM CHORO E BRACING MATERIAL C° 1�0 '"E . -SUPPLIED ANO ATTAcHEO AT 130TH EtylOP TO k EU,iYABLE j SRT �1' cRECT3ht CQlVT4TIT®t�. • 4 - BUTT `BUILD NIG DEPA_° 'EN 1►5x4- c. - VEU - 4X641 - .; q�r .5X�i'- 4.00E� x r _ 2.53(4' 2x4 2;.5X4 „ I3-0--0 € V R 2 SUPPORTS—�-- i 3��'I? wnl.5 Hill R�S271 ka 3.Se., PLT. TYP.-ALPINE R$�a7s a- 5£4ft--2 34SO FUM A COPS' IHI €IESIGN TO EAECTION CONTRACTOR ca � C= ca a= • usumceucgtrteto s�tsu¢rs ane. REY 1�.a.7 SCALE 0.2500 Kkl;,P'0RTA.RNT3�94_.sxesz '% er v"s�nn�+tar ►R RItYG ' � UM Uewq. ea+c -- -- -- u s�vaer[peao�a =spcec�tarac�r «. rmevtnnoe raa, gex" x+o €)ESIGN �Ciil:fi: �.7tlC itE�R+I27- 12Ot] �tifs�r..tsE,-to Conn ate. tttt4�'.. tx a�+eAa.�fi'�wt•ss•. 1t�Get1# ybai@ r?rJ'13itc - a� 3ca o a9a+e: t ''vtatiitr srsrm+ra'arr�e- rot. =stout caw<saas aii tis 'axe eecsaee�aer.ak�+s:..art;.- aa4 TG i.i 3 � . 0' Ate' OATE I_ f 05 �2 o .� atf aweasuet�ca > Aar sem: t t� z+ccrFttetaa saaer Lt rtaat4:astea� *~- �'� ALPD4 z=s ,ter a to et�tt wcaati.asrtttr Ill vAcrf prt� an iC Ot is.0 PSF DANG' Causna27� �t33900� 'asHeres[- t+is�at. l etita rEvr!'Qagt�tS of A3rM` u+a CAW:A. tta4* ` nr 0,00:- c' ec•wraw.dv p n - - F _ ------ '6 6000 fssE3 <• racr m[.► +ra csaa►re sF .ate w.r is ►csaccn�s�.�wrta: _ L`A SC SIL (I!} 5 „ 0 PSF CA:EitG ell& l -v =e s.aa+. oaten r n'+.s o• tea&". vasty acrcwse +. wkw a� ar��t�a arae tataa¢� r�st,a TiiT _lO.r . (1 -PSF` OJ�i LE_tl_ TR�S� , + o waa sr:cowe�ee crew srs.tsrr wsvast ea a xs - tsteastdtr m astest.x,ev tga°vsa s..tt �� y � --- - Q O' O - '„ Sta4tWMfl+i.F[*/t+LIM@4ata4[6ttDl�fte.F��.. 1.�cs a`.t=i 1RliS CI�tQ lmN9lilt _ i� — _ _ a :+ - SFtg • �i5t1 %mcloltG. CtFStt�(,ZTI _ K/tt?N�. _ z _t24 r09f, SPACING 2�g. .fl � JOB 40215 FARS_LEY TH15 GWG. PREPAREC FROM COMPUTER INPUT (LOADS & 0IMENSIONS1 SUBM TTEG BY T U S MFR. s ' ARCH Al �_. _w — ____^ - -- _. __.� TCTP 'C;�ORD X42 FIR-LA TC- X-LOC L-R; {} 2g', 5t2cs 12.29 19.29.,-293.2,9 36.29 50T CHORD. 2X5 F R-I P.CH SS p a 'rr BS 2X4 FIR-LARCH STANDARE}, EXG `PT AS SH€ Wn SC X;-LOC L-R: 0.29 5.2992_29 19.29 26.29 33.29' 38.25 � K1:--2X1f FIR-LARCH #1 4 COMPLETE. TRUSS ES REQUIRED � a CQNNECTOR._PLATES MUST 8E INSTALLED TN ACCORDANCE WITH FASTEN TOGETHER WITH; 1!2" THRtI BOLTS L - L'REQUIREMENTS OF I_C-B_Q.'RESEARCH REPORT. #2949'_ TOP CH 5` fl_C„ STAGGERED'r ALL ALA_TES-ARE CENTERED ON JOINT UNLESS OTHERWISEINDICATED. BOT CH ------------------- WEBS- 76D NAILS 'R 4 O_C. AS' EACH LAYER IS APPLIE - _ _ -RED BOLTS 2' FROM OUTER EDGE OF r SEE DRYtSS_ 13Q & 15{)t1SOA-F FOR TYP. PLA is LOCATION DETAILS_ DOTE' LOCATE E STAGGE'- CHORD, �v j CAMBER 3IE3 AT RIDSPAN 6ETWEE�I E?r�' sINGS� NOTE: ALTERNATE CONNECTION SCHEDULE FOR BOTTOM CHORD ONLY.- ru 3 -150 NAILS HAY BE SUdSTITUTEDT FOR EACH 112` THRU SOLT a ALL TOP CHORD SPLICES OCCURRING BES F it + AS EACH LAYER, IS APPLIED, IN 'ADDITION 1./2 THRU BOLTS MUST � (' PANEL POINTS ARE TO BE LOCATED AT d�� RdX!14fTELY BE APPLIED A7 EACH PANEL POINT l+N€3' ON EACH SIDE GF SPLICES. w, it t4 0+= Px.NEL LENGTH, FROM PANEL. POINT (WITHIN 12`1 ANG TOP CHORD 'SHALL_- BE 'LATERALLY ' ' AWITH'c� , C } SHOULU NOT OCCUR IN PkNELS NEXT TO A PANEL POINT SPLICF. PURLINS SPACED ATA MAXIMUM O$R24' D.. PR�,P�:�LY �,ONifi�CTSR CONNECTOR `PLATES DE5I6NE F4R. GRE EN LUM3LR PER NDS ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. If TABLE 8_.1_ SPECIAL LOADING Nota-- Special handling, care should he takeii.during snipping and erection Qf' trusses. See 'rwarnFng`# note below. Nlbb--z 2X4 H. "3 or Letter c-ntinuous lateral bottom chord.bracing �. cisc__$qo„ a L`3?2fi_ ID—, 'S�37i_ required-. _ j - 5;.58 �r qu Atz�:ch �rfl-Zad nails, Sracing is not .r�u If a rigid ceiling i.fi- attaE ed directly to IiaCtoc chord. Era; in �f 4 ec s zs, a 2'S.0 3Q.4U. -matetial to be sugplie� and attached at both ends by a suitable lox io sapgort 4v. erection-contractor_ _5;X4 5X4 6X4 1 .5X4 - " F r 4.00 s . I _ t 5X 1 4 SGS) 5X: 4�3 £; .rJX 3X4 JOX10 3X4 1 SX44X& fc3ly 4X6 � ' etc g E 2 2-0-0..rl� CtYi of C -D UVEH 2 ,SUPPORTS R=ic5861 WF 6.50' FLT. T.Y?_-ALPINE' SEflN--191323 FURNISH A Gary OF THIS DESIGN` TO FS—ION CONTP.ACIOA REV 15. s,7 SCALA D, 1B75 t7 G-ts� :�. 1`iTsar:rvii�rEyE "S� I'~SIN=i lAs=.K i�r"$$T. USC € F-s %--3:Et- SPECrSL=T{l5 it 'tet:-�a•. �.ca� «�-'-�xts s � rsitL� sv r ri a :,� F rs s7*a !u e-.M ace srG ter t Ga3S Jr -+t TCL 18,4D PSF d GA TE 11120,194 s. � 1 ,�• cam:cstnFC F .*:.,.tri. 5'EE�`=tHs:s•axxs?s,-�? TC L _ PSFs..R u ti�t2a t31 ,u � .1 tsc; 3 .-+ 7 + } 8 Sr" , iar. .t.�7� �'� ' Y.>r£� - -_ _ .3fi ��� - - r 9 •iato.S a 4� i -�.. ,h 3 #tr +t...s Esta�sf�-•.'= +- aW .t _ _ _ LEN C �F}L�i s�� . � f `rt.iA''i�v TY'4q Ci t. { f � � j.F � bt?� e'Y.l - �LI .� � ���"� �.h L -. - Lj� .� r .. -� �-a"'�� ^�.ir� =le-_ra` - �v+ � - 'a" .. x _"• � .«.`-�. � �`a�+1�rn 9r 3 �_ � �t'i "0 ..- -.''_Er ,r .-m� Yas�iw i,R �+:.i=.i�s',.. - :..5`r,:. .'..'` •. g't .c.Ti` 6712 OGV4.. h# m 4 } IkB PARSLEY - 6 a941,341 TOP CFORG 2X12 FIR-LARCH #t,, EXCEPT AS SHOWN � .,� C 3�-LO L -F 0;29 4.77 5.55 16,219. 22.29 29-03 13-. $l 4 T CH WEBS, 2 FISC-LAkN SS EXCEPT AS SHOWN- .r��rt� � tr��t��'�! 3a. 24 E rR-LARLH' STANDARD, EXCEPT AS Stifi�IN BC 'X--_LOC lL°-R. 0129 4.77 10-76 36..29 ZZ.29 27.82 35,29; _T1'-2h19 FIS-LARCH of B1-2X6 FIFA-LAACH 41. _ .-WI-2X6 FIR-LARCH. 12 ' : W2-2X FIR-LARCH W3--2X4 F-LARCf-1 #1 2 COMPLETE TRUSSES REQUIRED CD)Nf�icCTflA PLATES: f3E TNs A # FASTEN TOGETHER WITH _��� 16D_ NAILS -` QED]° It# ACCORDIAFICE ITfi TflP t:ii _ _� ___ 3=- O<C� STACF,EREO F#EDEii �tERTS-tiF Z_G. _D.RESEARCH REPORT 2949 WEBS .------ 4' (LC. STAGGERED BOT, Ci+ 15' O-C. ALL PLATES ARE CEt TEREL ,G`l tfllNi U tLESS #Tf�EA ISE 1NQjCATEQ. NOTE! o.#1 1/2" DIA. THRU BOLT 'MA BE SUBSTITUTED :SEE. DRAGS_ 130 S i6IIf16GA7-F FOR TYP PLATE LOCATION DETAILS. FOR �2} -16D. NAILS - IN EITHER TOP � DIt3TTf?H CtftiS?JS. Top CH RO ,BOLT SPACING NOT TO EXCEED V- ^01;C.. i 815ARING. BLOCK5-SAME GRADE AND SIZE AS SEARING MEMBER NOTE; L(xATE STAGGERE€% BOLTS 2- FROH OWE EOG OF Cf�DRt SRG' "LOC 1 00'�-0II-00= I BLOCK 14 LONG 45 16C NAILSI�BLOC BRG Lt3G 2 3 '-f17-fit} I BLOCK 14" LONG - 45 16t .NAILS/BLOCK CAMPER 4414; AT RIDSPh4 BETWEEN BEARINGS. 18)'VA °f�flAi:Er SAME_ SIZE. GRADE AND} LENGTK. AS. WEB, REMBER�. (A}' w IX4 "b"' trace. i 0- ratl� us veb- swe'mber. Attach with PRO nails �iTTACfi WZTrf 16[f flAIILS @ a 0 C� BRACING :MATERT.4L. Ta t��C. Bract teri,4 to f� supplied by vrect,loTx rcmtractor. BE UPPtIci1 aY Efif4£T?Ott £tiS�iTE�ACTd ' PLATE M.JNITO - USER. - TOP CHORDS SHALL BE LATERALLY BRACED WITH PPOPEPULY CONNIEWTEDI Motet .2X4 #3. %f'ir or bettor continuous. lateral bottom chord bracingg PURLINS PACED' ATA t x KJM DF 24' Cl. iia" f�.e. maxc; rQgsizesi_ Rt�tac2t: sr/2-36d ..n Is3isacixt U not reclutred ►I3 top ciiorri 2iC s-acxxir> in tretvice;r gavel � ri:g id cellincl is attached directly to bot:.= chord. Bracing located. ata r'x1ixsatel 114 o points are, to be- if material to i>e s�tppYied' :and attached: `at_both. exams to a sc� tablE< Ap lel ,Yengttt from panel point Dvithin 12,14 acid should not occur An mess next to: a panel ixr'irlt suppojrt by erection ; osstracio 3x6 3x6 spTice _ Rote; Thia All- has men tlE•sigrsed .to All Pails 'spclfied; are common: wire ox-lo 2�c1 1 tzansfer. all hatizon_tal ind. or selsofc load 1i. taails. 1 into. the v1 end roof ,sheattunq diapivrar El� Connector plates designed for green: The connections and design of tbese syztems lumber. per NDS table 8.1B A._f3Q "'it3"� Tt d •fi are ttie responsibluty of the buticlin �Sesfgner. Provide coonoct ions for 38000 So tGi Pzr3de special:ixantT reaction - n or conoaation foif3k ars s. } CR# Connection for bortzo.otal B tel a.fl) reactolk dayttle,rz5-10-14m H2 sr ef: iia RE�rZSf3i} iZ0v191-� '�Scc�s 65-3'40 - l 0x i o8= # tX`..I.3 iQ ii 0 tS Cx iQ DB! Blv,=38005XIO tC)� �� ,.;...os■ c.�a_m+r.. e.e-e./-Ison#(C) 500# -3-? Mr Bsada g and shoe loading 740�_ t le�.8 12-2—d: 14^1-14 �:- �2�2"' oe a ar ss lAp. i�2-B' ----- 38-7-0 OVERL 2 SUPPORTS.- -�- tBi f{R=3800 R-15358# W= 5-50" ft-d 360 k4- 5,50' PLT,. TYP'�- L _ SE£�lfsE-- 1-3392' FLRNISH` A COPY OF THIS DESIGN 7() EfIECTTf3N CC)NIRACTOf1 RE1t 35.4x7 SCALE - OT JVSO' - -_ .. -- �- ALPiaE DMINEER O PMPUCTS, be IMSSS S MWIRE.fAlK+t'E cox c 7aa cF oESIGN cni-r; UBC fiEF 18952-ft422 'IX'IMP riT-ANTX* UA, L W ar MS-I St fca+. tttr ARNIt�tG xu rw, lie eTlcxe +ten lnfst SVEGFfU tuorr, M t" MWArnsi inn+ wucar str -s.s- -f tar+eeu ?a a � , EsC 1 J&.0 :PSF f3AtE 3 f '2Fsir 1 AMY -:.ra iLL xr}.:8u;E 1Ne r�s:ru CW*QW0Cf CQ—tWaaa-xr�2 kCCVKtVAtrssts-.xv1@ SYL - Pitt15.3aQ4'i€,3$A e €� ■tJW TW 'g4LATt %TUrA;0 CST&& EY My �P1v,- Cq#4ECTOa`. TH msxtar ram Swr€icaA4 -utas. >`cr.ta- TC IIl- Q FSF �. ,.. t =UiAC t fPGt " f�+ .M CALVAMINl1 -StSEC tsi[ESS ijCml 9aACiF�i-Fft7UxPImasis. lai€SS t1Tt%�+xS[ - y � 1 r st+mx� }�Ex fr. PEOUPWAE- -S or ASIA. 1446 &PAM L.� sc�+tJ r� i«t+¢ *r+�ct s1 +i1n++scx n dC DL 5- a ;psF ` a1EC1T%1-1 sd $Glt1'F+�CES xr EA*t� Qfltr Pita tAU1TE AS ,t xtr.-PLC - `- t ►�cocl?r € •xtxCtifg Qs rtit 5:24tatr4 _ 35 0 P5F O/A LWAAjta ♦Wt� AW_ 4' jnxlintL VCESS VjK"r[s£ 5+w:N is3tTaA 04W trii-4 # ;i1ra 'cri UK u4atrltG TCTmL O e' Q T U t ssru sffff retraatxts. GtxOO* trim xvr2 [al�C tKPalSli� ur ;s SgtLeFica � tiE3;Gt1 sttrtctr ir'.£ var. udls ArC ■rnL 6'LT1 Gi51GM xlls r#st aCTasxxx. laLiSCittta�2±+.'FAC tom- ^cr Fes' s c x-1.x - awss. F r- SE ABOVE TYPE - .-_.. a.tloiuL tx.scra� a�ccirxtxst¢�x rum �xaNs,cxtsar � ;MALTING t. s JOB 44255. GRIFFITH � �f TH!i O-iG, PREPAAEQ TRQM_Cq�Tj:r_ INPUT (LOADS � QIMENSIO,#§) ;uBt! TTEC3, DY�TRUSS MFR. TOP' CIiDFiD 23€6 FIR-LARCH # 4 TC X-LOC L-R O < 29 7 „ 42 i 4 54 c� 3 f 6 r 2B. 7:3 BOT CHORD 2X4 FIR -LARCH. i f - -� WE. 2X4 FIR-LARCH STANDARD > � BC X-LDC L-R: 0.29 9.69 19.39 28.79 CONNECTOR PLATES MUST BE INSTALLED IU ACCORDANCE WITH e ESEARCF REPORT # 49, (A)_1X4 HEM-FIR DR BETTER CONTINUOUS LATERAL BRACING TO t " REQ3IIREI NTS OF I.0 B.D'. R BE EOU;+LLY SPACEO, ATTACH WIT t2) LA NAILS., BRACING m ALL PLATES ARE CENTERED DN JOINT UNLESS OTHERWISE INDICATED- MATEgIAi TO BE SUPPLIED, ATTACHED-AT BOTH ENDS TO A SEE DRi�9S. 13O 160/I6DA-F FOR TYP. PLATE LGCATION DETAILS. SUITABLE SUPPORT BY ERECTION CONTRACTOR,ru CONTRACTORS WARNING ALL BOTTOM CHORD SPLICES' OCCURRING BETWEEN � THIa TRUSS"ZS DESIGNED TG BEAR AND/OR SUPPORT PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY_ ` ADDITIONALLOADS AT SPECIFIC LOCATIONS- 1I4 OF PANEL LENGTH FROM PANEL POINT fWZ7HIN i2 AN0 ru PARTICULAR CARE IS ADVISED DCIRING:INS7ALLATION SHOULD NOT OCCUR IN PANELS NEXT TOA PANEL POINT SPLICE. rn ." TO ENSURE THAT Tt4IS TRUSS IS_ERECTED PROPERLY. Cx ., TOP CHORD SHALL BE ALATERALLY BRACED WITH PROPERLY CONN CONNECTOR PLATES DESIGNED FOR GREEN LUMBER•PER NOS PURLINS SPACED AT A. MAXIMUM OF 24.` O C. ECTED TABLE 8 . f 8 t NOTE: 2X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM k ." (B)t3I,CXi� sA2s£:RA011 BOTTOM CHORD. CHORD 6RbCZNG 72" MAX. 03C REQUIRED. ATTACH ITN 2-16Q MAILS� BRACTNG IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING, MATERIAL TQ BE 'SUPPLIED AND ATTACHED AT BOTH ENDS TO SUITABLE � SUPPORT BY ERECTION CONTRACTOR_ This truss is designed to support additional concentrated load(s) where-shown.. ` Top chord; of this truss ,is designe[ tc support pport 142PLF o7 load. 5X1P 6X } 5X12 ms 2XA A tAl 2X4Al rr ' (A) TT 5X8 3X4 3X4 g 5X12 - SXR R=6Q9#= 3 54• 29-1.-0 OVER 2 SUPPORTS PLT. TYP..-ALPIl4E R-2600# H 3.50' f SEf) I=-�iSi79i FURNISH A COP'! OF THIS DESIGN To ERECTION CONTRACTOR ` REV 15.5.7 SCALE - �# < IB7 �70 X **IMPORTANT- su rrflBE s4CtI�NG srr >*.,,nr s. • S zrAesses W-001:1 axl�E tAFE j + aw r�ar Ft€ SaECIFfftFltsS oQ Lrf LEruFa�r" GOACj„c SEF '90-76. t�cjtx. x�oussa's QESIGt3 CRIT. [1�� _ AEI ��3- -_ -1D 8 �i I ILtf,¢t tk(` F1tC1iaE !4' BRF7LB Df FRFsS' I1f LR+[lXa+ tCE ta0"tAar Att'f FECLM+!ElfiAFitiffa••srptl Stf a4`-QuALEF1 5T-0ju m, miss- 8r rss A#G!F$ �+ECI47a5 Ti4i� �s�srr TOa a�xaitrc�:ti s�etri rEmu� TO I_L 20.4 PSF' BATE 11/22 f91 1 "C WAWACFiaE� i3�ptC Z4 Z113G€ GtEY49I:ait STEEL iA4E5s l�al'L*�A !M, _�EtR74nEwE@75 ItLRS nir£iM Sc ^� KUM PEM+IRENVITS eF AsTtt A44 r x L Tp: i TC OL . © P5F QRFIG C �USR4Z7 9 t32- BE tAIERILLY SAAM S - TC B7Tir iA(gs At a 40144 � LWAT i5 elFx € Eii +SS"si Ch BC OL 10 0 PSF CA-ENG f r a _ E .10411 `gtr�;� #+CsIlA utas ®FOrCVISt semr es21c t kS xt:+r r:lctu:cla ns aF w t�� ytF!}��� 1i 1 (}1tt i'OT.LD. !�}^«t0 FSrt i?ITTA ��L++EH. fig- - of 4tl�ttps Ci:FQ4f- rtTk Ai•:'LZ£A8L5 ° ESId - lK A Ss!ECS�xEIS• p1 QFSIttF m NOT USE 'lH13 {1 Ei 11 EI), P,I,TLH. 4,0747 u ttffJ ! xS rc g tFj , - f riE53Gttr 1rlFir Lac FETtcs1NF 7cEiFEI tl=t I:1155 �...tTI: lk3FSFRi7'£_ _ rIIS XXTIGMA{ TCSIGN" spftl SLt�3 FDS rE i” GGftSFaUCIIdt - SPACING 24.0" TYPE C'JM,v--- ---- -�—�.� , TG X LOC L -R., 0.29. 4 vx & d M�14, qN, iiGNtrTFU t Y� C iU �ti l JOB: ACt�;49 GRIFFZTif TOP CHOPQ. 2X4 7 -IR -LARCH rM i PHIS pEtG, P CPAREO pROEx' CC�UTs~ET I�tPUT ..0.1.0: 9«9CE: 1# r . i BOT CHORE] 2X4 FIR LARCH 01 E� WEBS 2X4 F R-LARCHST0404SO BC X^LOC L -R 0,29 1.6$ 5,1Q 9,00 IA. 71 �. . CONNECTOR .PLATES MUST' pE INSTALLED IN ACCORDA' t ,JH UPLIFT CCHNECT!Off - AtrCHOE�AG1; COEiTxNt10L1�a TQ E`OUEEDxTtE7N � RIEQUIREMENTS. OF I",C,•B.Q. RESEARCH REPORT 02949, UPLIFT LOADS; 8900 X ., LOCAT ION; 0-00.00, ^" ALL PLATES ARE CENTERED ON JOINT', UNLESS OTHERWISE: INDICATED, N," UPLIFT LCAOS WE(I ON MAD 1LOA0 NOTEC1 BELOIW Etx>i; SEE UPKGSr 130 & 150f 160A -F FOR TYP, PLATE LOCA:TIpE3 OETAILs. $HIM ALL SUPPORTS TO SOLID OEA111NG« THIS TR . USSISdCESIGNED ITO EARLOCATIONS.AO,OR'SUPPORT TOES C4i(3 O 5E4AM L OF. LATERALLY QAAC�0 WITH PROPS PLY CONMECt'EaAODEr� PURLINS SPACER AT A NAXIMUR CMF' 24 C,C, 40 PARTICUL.AEa CARE~ IS AOVISEO:CURING INSTALLATION 0 Note; Tratases .ire to ho spoced 74 0) ,C, rrk1k.t tum. CHOR DRAONG A ,72 ' ,R0E� 0.C, I " OUTAEC.. A LACK W I T#Ot TtIM o, TO ENSURE, THAT THIS TRUSS IS ERECTEQ PE=OPOLY„ NOTE* W 03 Hem -F1111 t► 2°"fEiC� t�EAtE.S« I3AACtt�GAX« 0. C, t1EQUIREq. A4TTACE`E HItFI IS NOT E-EE.0UTAEO IP A RIGM CF. LINO Provide fo>+ adequate roof Orainage, ti' p<7rapet valls t;e dgndiLiott3 oxist I5 A.TIACtEEQ QIRECULYTO Bono, GHOTiQ'« GRACING` MALTERIAL. 70 0E SUPPL E0 ANO ATTACHED AT 80TE1 ENQS TOA SE1I tA11LE Wit cuuLrict fxea runo, f Of aate> # drains and scuOpors' rgrtst be provided SUPPOnT BY ,RE CTTQ" CC"TAACT0-4., that will allow complete drainage 00d Prevent Nnditr, aL all tAmcy: This tms Is designed to support, additional concgAtrarto+l load(s) where shown, xrg 00, ' ,a a ter► er 0 near; 4 -O -U 4X4 look 3X8' 2,5X4 3XIO 2-0-0 �j ']�y ky, 47 X �' �(T �. � xWri.�ara«w�. /1 T.�.' r 15-0-0' CI.VEA 3 SUPPORTS ,' _. . E M�1j©SIS W�. 3,,Ura.2d bfj N• 5tl' M'i*0660 4-i 3Aaw PLT, I I 1 1Alk t?N� 19398. FURE'II5El A G(ia�r 13F Tllts C' girth TCE CE1ECtI0E4 CaI #XRACtCiII FiE:iN I , 7 CAi'.E 'G,37Si1 � «x+wr *u «wr ww. A YrI tt-1 ,,: r_ ► 4= c={ kiPtOAlo ANri«AIa++ EH i,'�ap.V.C.Rt.r.1.�" r=h...Eti . 1427— 12 i WtM�culk t*tsr .,,6m.0>. •.m..a.4 W W ref «rGieA0f;Wmfqt� N uC1_5 ium4w�+►e, M6cosw+ie WiAidoxl+-isod ! 8a l it stAkWohfrr0,!►i Adfriiocsim to A4{tt4f0kk%fftk tC OL 10 {0 P,rEw &t 121 0 13 10 6tgx rr% a+wt+tzca 11Cf1 iomL1 rwA .� IrttiiMr+t4#, t r, iKcro++�ar,i s�ers Aitrr+M rrrNrii tc>e �: sr+owM r'a iuend,+4ck w+ tNrrr�+zt r*�<tf Ell BC Q «gin 1, s�S+ E}1t.'w, r zac rc KzrN cant it{Aorto ctfu0e trk 41144 aG Lb 4C1 Q' IiSF" f1/ALN. i` aa'' ` A+rtM 101801 A01, �4 {►p,►Fat +U+ttg�t 9tit�+ttit Yauwf� N4►ttprA t►aaa Kj r►r a{r{a t trr {►n na+rtrwa Tt1T ,., ,. _.. E 0{1lC�' 'ifA►tiarglY CRWVRM K7rW �r>i ICAi�lli ridVA3iptt ari A* " - frs "►tIq Vr<tY�tthiA ajA�I "Alr2C.1C>tNk Mi{N hat IfA x • s, r a, s « w «� tsar{r+rrwr, rm Itll1 tt stslar j!lm 1CA►! IoM r09Q i++lleatlCtl.. .+ ..� �,�i+>M� ABOVE, IYoe :r r A % 0 01pir I r T-BUMCOPE TOP CHOPO 2Y.4 FIR LATC. X LqC 4 St'43tt CWES IR-LAACOi<r, �a�9u' 4.50 8r c QQX O 4. MHEC' P PLATES AUST Ei~ INSIALLEO IN ACCOAOANCE, WrT) JP4CFir Go��l�Ii~Ci ON « ANCi<�OUGE C001tIWOUs TO FOUNDA:TIQN � r O c,e.at r I,o�ro Ai.t%UPLATiMS ARE C N� i3 C� Q JC1iftCFi Aa P<IAt' 945 U6�t.IFOCATit3M% 0-00-00 _ A� tial. $04' QPI.IFT l 0AC1S�fiA�Ei� CEN OEM t IiAQ NUtirI1 i3EiktI1�' o�+m � N UN�.>»ss CIiNCFiN'ISC It�UCCA 'SEE CAXGS - 130 & 160116OA%-F FOR TYP4 KATE OCAT Ii' N OETA ILSw � awKCili fI Tit_ WAAA ANO* Qfi u ii r V,,11 C! ORD UNA lilt t 1II' SOL di:AFtINJG. ..� Slit# S A Q i' r A'tOAS FiA�A!N>l1riG. lilts truss 'I5 Or � L Oi LA AL Y 60AC 6 Htvm' Ppop gwf :C�? 414ecle x " PUALWS SPACED, ,AT A "All" OF 24 O.C., t� � �ariAc� �.o�r.�S At "P1MCIi' IC k.i�CAt ops 4A SUAC MAT tills 7'tiUSs .IS CAECT90 PROP`eALY'. i�iOTC ��� IrA-Ptn''Oi kT�T�'O +�ON'TINUOUS ATiMAA� 6-PirrO � kick . SVR r , i.I t� oYtSCo' CURING' N�tai~1 ATIt7N CHOW , TacIA I "_ MAX. SWC, PCCittITtCCx MACH N,IF� : t� A � i C- xl � I5 6d HAILS.0�A11ACt GCTLY IS NOT A. 0 JIAEO iP A nI(; t0 CCILI ;��t6tt HAILS. EiitACIN RIAL ptowfoo tof �k:d"#tn .mot dat"togq. xf 04r,60i~ vAIIs -r 0cs"I,ttoal 0*I0t TO BESUPPLIED A:Nb. A T HEQ-Ar 1141riEl.�, S A5, 4' UItEBLe i`�ACttECi AT i3t1iF4 ENDS TtI A, SUI,TAE3l, thAt' r;otrtot trr t;ulhatt Ot vrt,0,,t* Orotwf Aid vcvoiers u3t be groyldcd' SUA.POR BY ERECTION COII RACTOR., +a,.A:wa+aA.wwAltew,:vii+u!�s,'�9`:'N'gJ�„1'k1S '1Crl1% tr*410 1O div;ttqnod to'strppOr"tw ircl(kX0tt+V� ri��r�lirAlt�' to�ciCai ��:,��w,; �,�►«�� .���•�,� xrw���r��r rI'* a cap vt►ttr�t: Ahs«�: �r� ;� rao� a �. as 000 .00 { - ••,.�- -,�1VYcns.-slM%AY:Ig�N,jFLA�r===+f'+Fi:xkY/AY+-i.€acUe,�rilltitywiuklui�Ad'M:>;.'a.uYW 9k++wMNSIls'awpwa+aywrmipeuwwixiu: - -. . ,:. ,.. ! 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