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Plans - - /i 5 - qLf - 3 7 ... - - . i tA) s0 • 0� -6 / . Fiv / _. .__f L_ 8 e I N 6' (... \ \ ' 1 . I _ �S - - - _ _ _ . _ .,.. v /!, -D' I ' / �! ..• • .__ , - n - „craPe�,ce.lz,c ` -G 9 -o i v `' f+ /surer - c i I 6,_,.., =r ' , .. ' . .. . /B —o - HEYDON / 1D g---66-94„ 06-14 —,---•-- — DES: PN CHIC: TPI ANALYSIS y1 %� pt�ppQ A. HI TOP CHORD LIVE LOAD G ll yF '�P CHORD DEAD LOAD 25.GD PSF LM PLATE SERIES: LDVM= 0n @ '� �p 10.00 PSF T 20GA 174 PSI GROSS ° l t !: t I 12 Ft/ r g LOT CHORD DEAD LOAD 10.00 PSF K 160A 160 PSI GROSS ; r 5254 :TOTAL UNIFORM LOAD 45.00 PSF Jr _ o — (LOAD DURATION FACTOR 15X TRUSS SPACING: 2.00 FT. CENTERS .,. , sc,!l'° .° - R '4.. L 1 O b � OF IV — CAtt4 i T1 2X4 DF -L A'} q = Bi 2X4 DF -L ICl REACTIONS: VERT, NOR. MlN.BRG. THE SEAL AFFIXED HERETO INDICATES ACCEPTANCE OF PROFESSIONAL 111 2X4 DF-L STAND 5 � 0 3.50 IN. +ENGINEERING RESPONSIEIILITY FOR THIS TOP AXIAL 3.50 IN. UMENTS WHICH MAY BE INCLUDE{) 7 DESIGN ONLY. OTHER DO BOT AXIAL WEB AXIAL WEB AX IAL BEAR MY SEAL, HAVE NEITHER a �� �T MEMBER FORCE •LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR DIRECT SUPER t 1�1r �Y l ;lu s Z. 1- 2 -1133 TI 5- 6 992 81 6- 2 -314 111 6- 3 499 111 E ISION, �li U ,r - _ 2- 3 - 825 N T ' - 1 992 B1 6- 4 - 314 VI ICBO REPORT NUMBER 2949, CORNELIUS, OREGON 3. 4 - 825 1 4- 5 - 1133 71 • SPLICE: b- 124103. P� U.B�C. STANDARD 25 -17, PLATES ® SECT. 25.1738 & 39 4 —9' g —° ° ; s —° QUALITY AUDITED 12 4 -3" tae P:AT3 Deatrn 7 At.oes 4' —9" SHOWS HAW: CLas ammo 12 7a>r • D9E aatTr. [.'JYS LB 6 - 5 tuVIVr, A aetslVac censor 7 G s - ,3e THAN WI A! Ter 6 .5 = TI Ile �P TABA: aTt OS. t 1 3 T153: _____, T153 T . \ 2 4 r — 1 T305 4 " -4 6 _ I `' T 30B ► "' 3.5 IN ; • 1' -6" BRG I +�3.5 IN SCALE: 18' —O ° BRG • 9, -0" e 1 FT— 1�,1.3453- 9' —O' I -Genera] these�issinnei g^ Osh•� $t' noted above. Famish a rr� 292512: o e r epp unles h t e no eoliformna conir a tl Camber ei " be t r o i compensate n m for acuralt dead load Filte riTliirtf Allibr p lill ,e 7itiEL I V u%ta I d ce wrtA sc n t nt 6r c a m r w pp ohor y otiyt�er' v spep�frcatior ls D ear n (equ r Re er toan�li Irlatell nne an I mgnC 8rI @d rr � ih frOa 5 sgee1lf t p eVi QaMia artd er@c rtpt er r use derma e� r sses. k re o aror en T yoeb gruo {�`1 UO 11 T rus esi to su c�to horu' B cet 5 e s t n is a t►US n I Cut. drr p C re, o al Tor es 2 tl1 cited onto thus s.ur dm A co °aen't• k tall nelu�n tFiose wit�i ,r saes. o an Bottom chords, Q s � Q trusses. n 1JC r t' nS O ate I t pt.g Ynacks irn rn require contnuos ea 3 �� fb o rea e b t o n �� d esr dodo rs laterals f or p rlmsr russ'nee reaction and Prawns r a�5 a gt n °n�anga w t a �Pr�OnatE�� p ��I� s races � a s an s err d to the building structure. a ctu� o th epee f ato a { ' in !Asses s a0 bw n u eH enclosed t;dd Trn �) t anile d fo�rylet I Pl {lonneet 1 od T ' ns�n� me nu h d�qp t r r ►�s n a ry onosry 0 r • aellecGon. for r no I a atron. G L U M B E R M A T E ate o s toti seQ pY on = er [' }, oes n exaC L1 Dr to t M st np nara s for t o 1 Clete s �t drreeti Cho e� ot trusses. , or roo wr I altsrlg an o 7 tvlsl cn o. • IN all be locetO p � A- s ac rc } atio - I Ltid0 !or ove angs and roof trusses without Eeltrrgs o m e En p:naoree - �p�.ts r -� p(efes as specr re�end r�anu ect d by L r b•mata, e C C pyr 1 9ht © 1994 TPI - T sp Ftlata In.stitu • NOS - national ues !n Specification for Wood Construction • .' :. [T31-11A940606-002 S44 06 -06 -1994 HEYDON / 1A DES: PN CHK: RTPI ANALYSIS !!!! 4 ,/ S% ` ' a 5t : :, � �� M F F • i TCP CHORD LIVE LOAD 25.00 PSF LM PLATE SERIES: LDVff= .8 r F , iL'f l r <i2 94) 5254 - '_ TOP CHORD DEAD LOAD 10.00 PSF T 20GA 174 PSI GROSS acct_: . BOT CHORD DEAD LOAD 10.00 PSF K 16GA 180 PSI GROSS . -, 1,rra a -. 3 .a t,.. r , TOTAL UNIFORM LOAD 45.00 PSF F Of t LOAD DURATION FACTOR 15X TRUSS SPACING: 2.00 FT. CENTERS ' T1 2X4 DF -L -#1 & BTR REACTIONS: VERT. HOR. MIN.BRG. THE SEAL AFFIXED HERETO INDICATES ACCEPTANCE OF PROFESSIONAL 01 2X4 OF-I. Al & BTR 1 977 0 3.50 IN. •ENGINEERING RESPONSIBILITY FOR THIS DESIGN ONLY. OTHER DOC- W1 2X4 HEM -FIR STAND 5 977 0 3.50 IN. UMENTS WHICH MAY BE INCLUDED WITH THIS DESIGN THAT 00 NOT 112 2X4 DF-L #1 & BTR BEAR MY SEAL, HAVE NEITHER Q TOP AXIAL BOT AXIAL WEB AXIAL WEB AXIAL DIRECT SUPEaVIS ION _ TRI �7AC �EN fi a Y MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR IC80 REPORT NUMBER 2949. CORNELIUS, OREGON 1- 2 - 3660 T1 5- 6 3374 81 8- 2 109 u1 7- 2 -1020 W1 2- 3 -2498 T1 6- 7 3374 B1 7 - 3 2054 W2 7- 4 - 1020 W1 3- 4 - 2498 Ti 7- 8 3374 B1 6- 4 109 W1 4- 5 -3660 Ti 8- 1 3374 31 V U.B.C. STANDARD 2547, SPLICE- 3- 4 =T255 PLATES 3- 4 =T255 SECT. 25.1738 & 39 1 1 ' -a " 1 1 ' -O " QUALITY AUDITED 5' -11 " -7 5' -O " -9 5' -0"' -9 r 5' -11' -7 I 12 12 6.9 [------ I6 5 T405 '' rFC PLATE :esrcN rAlues scows RAVE EWE REDUCED ; �7 :at FOR USE Mini LCEBEa 3 • • SAVING A NDISTURE =IMRE r/ AX is 0 e THAN I?t AI 785 q`` T ■ Or FABRICATION. • T303`% T303 2 4 I�ia� T310'= ' T6 7 —41441411 5' - 12 1 T310 A " -4 1 B -1 'aT153/� 5 5� I 4 4 12 12 3.5 IN gqr' 3. 5 IN L I J2_O " BRG angs and SCALE: e' - 11 "-7 a 5' -O " -9 ' 5' -0 " -9 5' -11 " -7 ` r J '‘ 122412 Gene N i1' -O" v7.508 Gen o� Notes u nle i s arm, p no ed above. �urnish a d caTber ma be a ired_to co pensate for aetyel dead load Trusses with slo Q hottD chords re su t to hodsontel m nd n ice o n g e oil.o r an co�tr�c�o� a IIr r ectio r grn� an 5iper neat b�nunp a nd a1 ye rs�lacam�nts e�id�F onta rr:es c tFi o e r approve a v nf o co or race with quare Aelar to an Ii q nstall and tlta4 (t 11' T j, ° or tans 8r of ar z ppP b uald ip p cc e� n a er' s e� tali ns. Oe n ob t d tit A ��rr s a o� al we b °cjn e o e sl t a s and drr�ettsa sNh s tt b reri ,ied E In 2 B s�'gDe g Eia ndle and iie w ctrusses. re. era r us a a e trusses ea rr tia� are d aeatea on the t u S d i r5 �g Into Sign caffoc v a from yoent. E It ael`� {6s ^ceru � t � 9 a a o�ra anq. swire o c r o�n s llnuoys ru9s�s� rt a °nub ac c c m .1 to a rrat > Cn eof'TPl r r ts ed i t h; p ,sNSr�asi r 9tnoe is Ia s o p 0 la ale a n f o r purlinsl rus3 reaction c rag l Standard fors at f Plet Connect d vrood I l� n e n orm r a u trt . ng . s rtes a a a rans err to trial Dui rn stt ure. 8 a ruase tar nv�rr sn be n a gate var a flr�g g Prate o ae to .or s shown by late s t drrectfon -, alter aria lion [or a now I a0 Coals W a Illii � -I O (o n o,,, s e, o� o • w i,s,e en9 i precut =e. Ire s M st n or t 'Tame n/ cUrted apous Chor� n r me is b e.It a e n e e v t dabon. alcul t - c aP L U M B E R M A T E l se d a s h L 8 n C p } I Soarr t sses, cite ft P t t cuss pl as sperJ�(etl a �Ured ti Lu Animate, tl07erh roof trus without d Copyright 1994 NOS r�'a Plato s�tlnut° 1 or over g Specification for Wood Construction • • 1 731- WA940606 -003 T42 06 -06 -1994 HEYDON / lB DES: PM CHK: � PI ANALYSIS 1. ' � 12,940 5254 TOP CHORD LIVE LOAD 25.00 PSF LN PLATE SERIES: LDVN= .8 1. / I TOP CHORD DEAD LOAD 10.00 PSF T 20GA 174 PSI GROSS au= !� L BOT CHORD DEAD LOAD 10.00 PSF K 16GA 180 PSI GROSS s �` A' TOTAL UNIFORM LOAD 45.00 PSF 1 , '►� �raL+t ` , T % r _t%. ' Oro r a LOAD DURATION FACTOR 15X TRUSS SPACING: 2.00 FT. CENTERS .� %4.4-c$. \• ART it I� T1 2X4 DF -L . #1 REACTIONS: VERT. HOR. NIN.BRG. THE SEAL AFFIXED HERETO INDICATES ACCEPTANCE OF PROFESSIONAL_ Si 2x4 DF -L #1 1 752 0 3.50 IN. ENG_NEERING RESPONSIBILITY FCR THIS DESIGN ONLY. OTHER DOC- W1 2X4 DF -L STAND 5 752 0 3.50 IN.. - UMENTS WHICH MAY BE INCLUDED TOP AX IAL BOT AXIAL WEB AXIAL WEB AXIAL BEAR My SEA_, HAVE NEITHER BFj Q� T � r Hj�ys MEMBER FORCE LBR MEMBER FORCE L8R MEMBER FORCE LBR MEMBER FORCE LBR DIRECT SUPERVISION_ 1- 2 -1067 'Ti 5- 6 934 B1 6- 2 -296 WI 6- 3 472 W1 ICBO REPORT NUMBER 2949. CORNELIUS, OREGON 2- 3 -778 T1 6- 1 934 81 6- 4 -296 W1 4 4 - -778 Ti ® U.B.C. STANDARD 25 -17 ® SECT. 25.1738 & 39 QUALITY AUDITE f B _6' D 12 4 -6" 1 12 6.5 6.5 :e1 PLAIC pests*: J&LUS$ T _ a _ I moo RAVE OCEN REDUCED 20% FOR WEE WITH L88332 3 BAVtnG A 8or611L•az CC77BUT GREATER TRAK 19% AT 782 TITS Ct IABPI:ATtCrr. R • T153�� T153'% `2 4/ /._ a'- if " -EI 7255= / 7255 • a' -a 1 -_ 5 / 4 " -4 Cr — • TRr,3 6 , - --s iT30B° ' 3.5 IN 1' -6.. j BRG BRG IN j 17 -O" , SCALE: I B' - 5 " B' -6" 1 FT =_3615" -'. 392412 Genera N to v7.508 0 unless rr noted above. Furnish a Ca bar ma be req iced to c for act al dead load Coyy o this sr �� t . e n g le sl o ner and cart ta ctor de�geti t Dermanent br�cyna arB'a W��rs r es wFth sio��� bottott� chcY�s ere sup�ct t° horizontal 9pria iltelr eppro C v ,c at on o Co formanoe to qulre� af ar ta ^ ; ,. t� r 1 ,' Ma N Instalim and tSrectrrg tt-II y7j, s r a�cem nts or trans r d rizonte urges to the . tebuildlOci a es nd o er' s ec rrcati nq, Design �andle a e care. �o rtft ere g r se am d truses m e . � ellti� s arre Fe op t a � �iCasn req Ire to rase t and,dr epshs shad a rer lad �y cui din dasgr�e o n eu a an otut+omd chd► s, g �3 tl� � b X1. es n for n ca c enpns are oval a e from umbefm ml 1s lnelug t ose ag. p19gyDac is or p amrng (equals continu eann 8 e e ac ing an t s a dor y of er n Is Or e t u s , tt' 1 It component. it sh 6 e lateral sLapert rshesinatg or p rli s} Truss reaction and bracing ga � ar r rt or actuig0 to me spec,! fion Ea uesa Times mmnto used wl In d sr densl�n thodo op forces sha'1 Ee transTen d to u o u1d' ray tandard tor etal Plate Cennactfd Y ood rvsse fST- 'fle s shad be u se d idin N etarnarCy �s to pulsing str Pfat ° �ai atlan s s p Y o rate s r#t a rrec ^ =- i rye er to ^ o ^- orro Iv M st r for p to l came t spec Ic Io s ord n I ee s i s w it a de us* e v bid d o n p t c L U M B E AM A T E Micas a sped Is* p t T pony len t it y {I-b Ch e ee tl on 7 or'I r.�vi�pi�doesno e or a or�re.o, er aror e P'ce,:Ye, Ir " �ssp�atesesspeeirle�andmenufaet�red f�0 o r f or Iu v�ngs i a °rid�oofrtrisases toT ex cit ed 1 2 n CO r' i h t t Hs• PY 9 ® 1994 NOS Natronal for Wood Construction I T31- 1fA440606 - DOS T44 , a HEYDON I IC DES: PH CHK: �V- TPI06ANALYSIIS - ��AOT ," 0 �t'fr. ►App � +': + A f �� ■ice- i01 CHORD LIVE LOAD 50.00 PLF LM PLATE SERIES: LDVTIm .8 I. 1 • I lZr � 5254 TOP CHORD DEAD LOAD 20.00 PLF T 20GA 174 PSI GROSS - , 4(' i _ • / °'-► �a 80T CHORD DEAD LOAD 400.00 PLF K 16GA 180 PSI GROSS '• ma c +at p � ~� * T R , 1--, •TOTAL UN IFORM LOAD 470.00 PLF 1 4 ' - eT " + � FA'TH•t' ` `` LOAD DURATION FACTOR 15% I Ti 2 - 2X4 DF -L - 01 & BTR TRUSS SPACING: 1.00 FT. CENTERS m REACTIONS: VERT. NOR. MIN .BRG. T _ - 81 2-2X8 DF 1i1SR 1950E -1.7E 1 3426 0 3.50 IN, E HE SEAL AFFIXED HERETO INDICAT -S ACCEPTANCE OF PROFESSIONAL 'W1 2 -2X OF -L #1 5 3926 0 3.50 IH• NGINEERING RESPONSIBILITY FOR THIS DESIGN ONLY. OTHER 00C- LMENTS WHICH MAY BE INCLUDED WITH THIS DESIGN THAT DO NOT TOP AXIAL BOT AXIAL WEB AXIAL WEB AXIAL BEAR MY SEAL, HAVE NEITHER BEEN PREPARED BY ME NOR UNDER MY MEMBER FORCE LSR MEMBER FORCE LBR MEMBER FORCE LBR KEMBER FORCE LBR ICSO R SUPERVISI 1- 2 -5864 Ti 5- 6 5133 BI 8- 2 1671 W1 7- 2 -1919 U1 ICSO REPORT NUMBER 2949. 2- 3 -4060 Ti 6- 7 5133 31 7- 3 3667 W1 7- 4 -1919 W1 GIRDER CONSIS -S OF 2 UNITS FASTENED TOGETHER WITH Lad NAILS 3- 4 -4060 Ti 7- 8 5133 81 6- 4 1671 W1 BOT CHORD 2 1 " O.C. ( Z - ROWS) • 4- 5 -5864 it 8 - 1 5133 B1 TOP CHORD i 6. " 0.0 . ( 7 ROWS) • WEBS ft.. " 0.0 . ( I ROWS) SPLICE: 7- 8 =T60T PLATES 6' -5" I 8' -6• 4• -9 - -7 r + 3' -B " -9 3' -El " -9 a• -o " - 12 12 6.5 h_ "` ' T404. ,6.5 S OW GIRDER DESIGNED zc enr v ' i US� Oj � 1 3 _ T CARRY ORS 25 -1'1. n �n9 3C$ or l?r . r ._ r — C 'MISSES WITH ]l �I' P9 NDpR� T4040 a+ o.cE BOTTOM, . c U B • S 2 13 & , 3 � a /--- S( E IS SECURE E R 9E:ORE TIE -t na TO GIR SEC e • ® AA j t.rt7 t► 41. 013 F* 4' —f1 —B K408= , 4 • -4 MO ' / - -_ - 4 ° -4 f t 8 ' T 257+' 7 � � T60E9= 6 ; 7257'I 3.5 IN .+s BRG 3.5 IN "- BRG 17' -O., 1' -4 " -8 • SCALE: I 4' -9 - -7 + 3' -B " -9 r 3' -8 " -9 1 4' -9 " -7 :,•;ISNk 022512 • 1 FT- .3659" v7.508 Oelu Hoteg, unless nthervfige no:ed above. fumissN a Caber ma be re ired,ta compensate for actual deal oed Fasas with sloped bottom eho ds 8re s weet to horu . for aI appro s vhidi at 0 col��orma ice wl=nctor de eeti rec in an r .An hrge er w p(a M s ar+tlfor t ant r o {h rizontal Tores to tha id opna a buil� d Cwrenefer to an�tin Ir�stal an d lf - i �o a pns of ate a1 web gra n �I +n co e ' seu t ns. D esign end an e e w tt care. C � o t e rect g r use d trusses. � �ir� are teated on ce tru�s de s1gn 4 � xl . e n for s arr�dlme�►srd s a91 a eT,ed n +� 9gf� o eu d ru ft$r triy ses.o ena ottomc a s r n osa an o rae g en +0sta tl e ca cu'a ons are a r abrs : rom .mberm a tl T s ncl t se w+t�i + ybacks or �r r g ►e u re conb' uo s s E3 ' hair h ured to Ine spec ion of TPI p est n is } or a t iyj.c i 9 co oeet. It Il a te's s p rt {sheaf r $ or p rII s) rus9'reactor. and g n at�ty tand for . Plat Ca nect dVdd V1 ood mess. {ST- nte an into th, ui:urng eri esn �ryti o i Forces a aR�e tronsfR dtf to t is u1din structure. ate + e alon s sh own by pllate sil eu.ectian =. eer I � c o rma I w t B enclo eta s. M s t8rt 3r� or p e t = plar t spec:. cations Ch Tru es shell De, se rn enclosed -yy Idi a in o otro Iv kces shhe DDe oca(y tl ape len th }I 1 � n orlmer ts rB a e a ua(e vontcLat�on alcuratg ert car L u M B E R M A T E uss plates as sDAVleo and r�ianu11ctr�red bq Lum ermate, e ection rw a does not a ed u3 iv - sa p odVetS. : "c. frp sses, o roo �r s wt cerfl� or a o► nps an ton o• Alpine En Copyright t 1 994 i do�7or over angs enC rao trU99es w Leilin TPI • T Plat NOS • opal b In ctute esl Specification for Wood Construction