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Pickleweed Lane Specs Lots 49-53
Feb 09 05 03»lip Ron Naff 503-684-1514 p.2 OFFICE COPY Iii'-~' 15 ~-8' 7~J - - - - - - - - - - - - F- -10 L_.1 I I L~~j I I i ~ x; I I I I s ( # I I I I r t L --j 4' COi*[G FLOOR SLAB WITH i i t F1T3EFZlE5E1 OY1=R 6 MIL. B!_AGK I - - - - - - - - - - - I POLY OVER I'll IN. 4' GRANULAR FILL I t ( 6 t t j l ( I I 3 I t l l I i f... D~ 4 1 ! I i I I I }l 0 cli 1 t p i I I I I [ I ~~{jam I- -I i k t I F t---_ _---------t LA l t ► I ! I>O 6 t I L-----------~ I I I I I I LJ 1 1 I I t I I i i --i ( ( l I I ♦ I I I t 1 6 ~ ~ I ! I I I t t I I I I ! I ~ ® ~ j I I ~ ~ ~ L_-J E I t ( E I t -t I t t 1 t t I ! j I 1 t~ 1 I `e' I L 1 i t r J i I I I I ti4 I 1 I t ° I I I i I i 1 - J i I 2 l tL®-J Xt E f LT_~ I ";X, I 4 t I I I I ~ l 01 I I I------------------ - t k ~ ~ I t L--- Bfi. -O` 111-0, !I`-01 GI /~G X0'-0' V-0. 16`-01 IeJ'-O, Y/ LY/ v t/ \1 74- FICA L CAN I T 02/2004 17: 3 FAX OFFICE COPY _ IV E s0 l I cti 1 Q 4-j C> 6 Cy7 Q 'cT S "r c"tl = . Er ~ W C'O = cn CD N 0 ~e Y iT Cr 00 ' 12-O4- C --E n h ~~-~11~t1V N n 11./06,12004 17'53 FAY 5096355947 PACIFICL€ MBER 008/014 00-00-91 00-P0-El 00-90- . d 1 O I C11 C~ C1.1 t t CD S--) C~ CD ! E g t cz:) CD co C:) CNA C~ H - W CO L D fr {t n 00 5 C H 7 C [ll H 00-00-9T ,ovwtar 519 Wilt T-t,ii dee ign propavp Sn 14S b ~ tsil mat 97dTFI 5 381 x ca ~aci.li.+~ L+srt~e 4 1 $ Zm 3Q1 k1T~~ Inc. ~~r b.ti' 4 -~5l6 ~ 7fA S VAN 2° d 1.15 LS $ T 3- i74 I~ ~gAl'1#t 9 cx+ r g~ECIFiCARbCf~ SpA;%D Z4-04 SZ5 525 RgGt3`Y ~ ;p s MODE 32,0 PSY TXFT 7101 uYGS X63 flG - SL38 Toe CHOW- 1° i ~Gi Y5.0~+I~t = 0) us 102 ~ u . 10.0 ?BY B uRtUG ~ ~x~I#~4 qF 1 1.$4 SQL Bor" Cam ad o-l 0r0 CSY 1 1.39 8H 1 L 2d c i 2z i R ~ovl*-. 1 g 41 Tam LW a 42.0 Yx i of ygOdT~G 1 c* i DY AT 4w wpv~b SEW Iroc. 0111, 30,2w " 9RAg~ 1x89 589 Saactiars• atmot,ural fi° a3°ikl~ C-1x2_3 + s ianl-. 5°q3-(IiM aesti~al 12 c-U4.3 B,Oq 12.0' 9.4q~ 2. r Ln m ~ c z o - ,571 _3 13 PROF~~S u3 t ~-2.5sz~ .3 ~t3` C„ ~ 1-t~4-q0 12-06.00 C~ w ~a 1-pp•-Qq .hj..~ ca-. GeMr6iNetr►+~~w~+kthsclAltga8lf~~At "~{~IR~•~7 ~Rfi , ~e 4.}~Io81Ft eudf7d 30B lg. 1212 _ wvrQ' r an°'w ~ "'d `a , ¢n T `t "g a 7-4Vem'~' aaac{M1& 6. m ra~lunwo d ul+maa rY n 8 [3~s P38 ~~r~I k ded c{ 5u ° GWLW c°l YTS 8313. i ~9 ~pmaA°0.ta ad+w+rk Geuanrr~w~ 7. ry 1p aOV~ s+d V~ ~ brio *RC®fa.anT t8d°` Qyeh~e09 tn4~t~w~.' Ns Pb.4E. tt~~lg T 03Cc8 : 61'28 f~ U01 xe, anva~* at n++smo ~a"t0s~'! ~ 42 tf{{ pg3. EYc ~tanc'e* 'C~w °1w,Mw~a~tw+w+ww` aC ~ j t a ° ~ • TRUSg VO II C P _ I D UIIACI~Ct tpADING 92.5 ?SF R SpBCLFIfi~tPI(3~5 7.57 TtIF cw a ° 10.E PST 1It 25.0lkDLt 9Q1CDi~ O RD 42.ff PSF SPRCL~ GOD" OL WTI Top CNDRUS WaD ~ p~ #I&MU g TD GC14PllTRUS STP CACRnS:~. CAWi.~ SPFCIFICAFIS. psa OF } w84SAY, ~R p DZAI, FnEI UPHI~~S. lm i DF STOD 1.5x2,6 64 i2cc:r putt. 21C' . 5ClRE RT t" 1Z*CG+ RP ~-oc~~ao la Ire 1 o CH 14, 'i G .3 ACRES 3G`ILC30C~ ' C_2,.5,14 01°- ~ Continaoas 5e~ring ~T~.~..-~' i]f3 till 16 o-aa I7e~i n °nEOros "wo otir eQ' {rcalb g A`t et Gmtsot~ WFPrn14aa bower`0lata e+S rh eyei ` ` s. 1. O n as-u*n j -ff°. tacccnrn N®csKtt~ ~t. ~°ttsl~C u gpnsu,~' ur Nsus and 'Ln a ars.uristNe ,pstreaua e^~t' 1 / 4 ` ~rar.:Vna~ 4atue c'°""sai ~d tstlm oB rum 141ha wa ip be Shim pr 4r~~A° L p s s Scale; WAf+fllNd +e*V"°sa'~, fsn and., ma 5' s Wd,yesa ~C alsuPW'tw.t~v7Ym +,F"ecw%•eawut~`" @mr 3DB 3. a gIlg nnc 6asta"°ahdl®[e~dmlrs Is avk(ptsr~so heeaw 003. "bboo "N 0 ism Ines "m be nv`a p ~IRVJi~ V s4Br 'e. °a id'` a p~ t~3C~PI&W, nm cue 4 . 4-6 g L~ C c:oCaPStrus t.. anc _u~,w.ahadA 9.0 _ .iw .in v_~7$eW. . ,_t.,fr dbyRi Mhat•%~'~Ce` ~ TI 23y`-1I2~ 11 1$ 2- U~t`1~'. pg~+,PiG Lumbar 1372 ~ 3~ _252 ~t3irl~ P ~ pry, -1+787 ~ c Lb' " 1.15 T m1097 YRUS5 SYAI~ REttSS " dm -1424 LOAD ~UIT109 0"" 2a , o-" 612 TIONS sg~C 62 RtGKT G[1S4H SPBCI£1Ct LSPT I L.56 SPF P~gL [S 4 xAALSLKG a2. U PSG t so. HE S?~ 1.58 SPECI& GAAOR kOL( F,Q} ON Tpg CflORi7 10,0 Y5F BEAt1XNG AItF ' TPE CitpRD~: 25 , G k ptt g{TflHflRO d, _ p, d" 1.08 08 or DE F # ~ ] . fib a y1~HTS L_ 4 IL{ A2,0 p5F 1 4 pP UL ToTa LOf'4 - 6RG Bo,mo S rBoFkDs, 1- 2 6PG 4 OF 4l4,BTR RSBB: 3 d kY STO IA4Etti + szVPOR1 << 12: Op?l. u4TEH3iL SVEVORT < L2"pC• tfti~. G-4x4.3 ~6,Oa 12 4.4^ g.40 2. 1.514.3 fy C-1.5x4.3 ~.-2.5x4.3 0 C-5x3 _2,5x4-3 i ~ 9.400- 0 c> 12 a_40°40 ° 1fi-00 00 OREGON nro- re1 Nvl"rs rJ era A vn-m d arm to [1zuted "d t4:Ato "N wt~a std*eacdr 4~ CH 1 k Lhe 1. ~ w r vr6mm ~,d 7- c, ana or latarer lt'e rest W. owro"- r~/^'h ` 3 iys ua$, µotasAnd °nrr ,r7s,d d R, 1rTr r"StLw the res , t~,ed p1 A ~,.wcste~8 f` Y c- t" $C3~.~: 1f 1rt i`~ ~,Idbr Gk3 d,y ciA}~ CBS ~Y. S,3~~ eu~h." o "t,r~x*~ n ad ~1emu9 naf ri tUM ed~lF a %&-11, EIX ~1A7,A ay Iatfp rk Te+c.6~ty' r4TLE tic), s .b dr+u" nor®Pdnd° °TMK ~ma dmda^ 8.W1~5s re~wXhl hr§rtscs. Ir bly cgpq~"~y~,ppu■dm ~ ~~da"Yw~d■8~9....r.xt,■ 0:_f~J991rdrt~s~a y~scAltrsCumFvTnnP1 'C'tT~~ r.aalyd~ A2N• ,_e.,wrx~,t~~~.,~*' 11108/2.2004 17 a 1 FAX. 6036^5594 i PACIFICI LIHBCR ~ 02O/035 ' . E: Cr ED-, EIvc SCaIc: I/8" Date: I1-07-20011 2 SAGELAND BDNITA-C UNIT 8/I2 L'7 6 0vim:+J'`jo _ 25-00-00 F~ 7 e VAULTED i6uE c, C' Q o v r 4 I C 1 3 C -'y ° A i 1 'CD CD p ] i c~ 1 co . rig c' 6-02-00 i 20-00-00 00-00 _ r 25-00-00 CCCYF'79ht (CJ lbmpuTr!)5 Inc, 11108/2004 17.41 FAX 5036355847 PACIFICLOMU R 021/oC',5 Scale: 1/B" Date: 11-07-2DOA SAGELAND BON2TA-C UNIT r~ 1 VAULTED 15 E) r„ G _ ILI f l 1 3(C co g 1 A 1 ° a cm ru c +i h\ \ \ V XI 8-02-00 0`~0-DO 20-00-00 t 25-00-00 Copyright {C} GDMPVTrUs inc. r+ Lun~ac t~ CamP LsQfi~1Y~~~,~'``,r"'r°~; ~'~ci#Sa g,_ 2. U' efen 5 ec~i~ations~ ; 1.15 lets ~p~7 gUIiATION #2~ 5E3~:sp gpECLE~~T20~S ~pi1}I2iG ~~,p PSE aFBS~ QN TpP CAp d P3ygL(81 7.01 1b,0 PSE SP8CI5 ~ ~ LL( 25.87+DLi gpTTpM C9pItD PSF Zo? CH4RAS. L_ A p~ 02i V)TAI LWX wTgpt4 C1i0FtR~ 1 2 pF L&BTFz WFS'1 DB 5T"0 w pOYi. ATS SUPT 112 7." - 12 0 f a / o t ~t Cr .5x4.3 ~1A~U as FaC) "to " tcstiWDa kap'~ e W ~T~ YSPInN t- BgSV ~y ac. Itarml 51 9 A 31 El U $am scale ; 1J 2M1 "10000v b~b$bo of.0 c A y ~ at~r+n 5th" w ~ C. J ilQ! voila. rrvs,;`>t• e n {tl~s h~ befd'iT~1 ~ p so uvsiP ` ;pCR 1.y ~ Mh tt~g °°"K°' 8., ~~q~,bs.~dar oS amSPc Ame n ~s~ SpYn~'~~8~'Fa+alPe~a.lrsN~~~fSw _v r MC}. ~ w. deeds ~qt ahl+m yp~O m1f~,_.va riJiT1pLlTCUa Inc. This design prepared from ccwputer input by (~1111~ I I I~ I~'It H' M (I>il Pacific Lubtbex 0 co L0E1t SPRCIFICATIONS TRUSS SPAN 20'- 0.0" unc 93(TPI SINGLE MBHDER FORCES 4WRGO v LOAD DURATION INCREASE = 1.15 T 1- 0 B L= 626 a 1= -277 0 SI2R SPECIE CRADB PAN6L(Si T 2= -1098 a 2= 826 K 2- 557 TOP CHORDS: SPACED 2410' OX. T 3= -627 N 3= °277 2z 4 OF fl&BTR 1- 6 T 4= -627 -t BOTP014 CHORDS; LOADING T 5- -1098 ; 21 4 DF ll&BTR 1- 2 LL[ 25.0}+DL{ 7,03 ON TOP CHORD - 32.0 PSF T 6= 0 v WEBS: DL 0 BOTTCH CHORD = 10,0 PSF 2s 4 DF STAND L- 3 ~ TOTAL LOAD - 42.0 PSF LEFT = 640 RIGHT = 840 ~ TC Id4TERAL sUPPORP 12"OC. UON. BC IdiTEML SUPPORP 12"OC. DON> u, BEARING AREA RR¢llIRED (SQ. IN) OVER9iA170S: 12.0 12.0" BRG DF / 2.07 OF / 1.98 SPF c Reactions: 909 904 ERG @ 20°- 0.0" 1.39 DE P 2,07 OF 1 1.90 SPF CO ca tr C_-1Z2.6 or equal at non-structural ur co vertical members fu0n). 10-00-00 10-00-00 12 C-4x4.3 12 8.00 9.0°t3.Ob Y r-t C-1.5x9.3 s C-]..5x9.3 t ~ LO Ii a O~ - - 1 0 1 ° C-2.5x9.3 C-2.5x7.7 C-2.5x4.3 1-00-00 20-00-00 1-00-00 scale : 1/4" Wsnl~trtu tieneral Notes. urfa~otlions4v~nd etl: 1, RbdwCjw as Raw uw w.obgsud PC k=dm (vr„a. t. DeskDntos4jp,po loads as"mi FILE NO 2"a-end=cardWuldb..dr5wadwtiw"N.&W-d 2 nassmest arct6atcomdArdsWhaFamalFjbracedat wb~dnwbet~.c ~nw ac arrJ at tz-m~Q a res ORE GO Ia s. tars cartprem7 ad wM b rctrq puclba d xliws shwa a. 1 btktp fng a" hUala h r~ 7r®d shrnvrl a + s®n®d.n~~wcM rawigorsYsnOp+r~nvrof ks*+y rcfa~al3arA~tn~.s3 fs Um lt~m~ of peolh+ac~gtwtx, 1. All lsfsrytwesr~ Della a SSSi ttLS5ep we be tls rr~1 bo daotpatl ad paaddd h d+a7~rx at 8. fur tssm heron-corron6n ~e11mnmeM, rsaaquTrttr eo Y ` D&S _ Ely. a. po tmd d od d p. W alyd my Yimrt n r hrr~p rsd s~eeccs.smaty ` ctf of aY W n. stt~rnwa. n a wad ®a tl . tq CH 14, lmtmors mr~4s,rW xtoo sbosdq aryb+ds8°*++~~dcign 7. UesigiY adaateda dralr~fRa(ln~s, erg 'r~/ w tae 9. UT p t oq b A 4 8. Pf3dsa std ba k~[ed on krotl placed au ft oar0.o- ~j S FiQ . ~ ta~MuTna 0aaetta mw trd ayar o.M ~d ~+n+ so edspaiclh sty fa •bo colndde wRh JoY& e~d~e w ~«,A®dBOg ihipnacl aid lratd}aYt®odamr~prnmva §edFna4e akedpfais Gi6~ties~ ~ 9. vrr~.rm s. tw~dn.dsnmJ.rita r.. ~aaaea~ wi ft-d n,ma rarih F6•jse.I,G " R.R.X21, '~«~,rn~P~a.,~ma~a ~,ru~pr XF''iR•E5 6(3t}f~[pOf by Tat M I~Li w TPLWfGS, k 6=140 a*t" %U b e N.4*sd 11. TFie CAlipu Hal SesAaY Rata h kWFml+d 1t~ °CAt" the RY CmpuTnes upan• eapu~. dash (1ul hi4ra~ 98 pa. tt~miat is dl ars 2(Y ga. COITIP Tvus Inc. This design Ptegared frown CoZputer input, by I III I~IfI I i~ A 8~ I Pacific Lumber - Co LUMBER SPECIFICATIONS TRUSS SPAN 20'- 0.0" UBC 97/TPI SIWGEX MEMBER FORCES 4ARGD 1® LOAD DURAYION iNCREAS$ = 1.15 Y 0 B 1 = 1662 W 1= 103 SIZE SPECIE, GRADS PANEL(S) T 2= -2015 B 2= 1659 W 2= -47 9 70P SPACED 29.0° 6. C. _ CHORDS: T 3= -14a2 B 3= 1659 W 3= 1202 2x 4 DF 9169TA 1- 6 T 4= -1402 H 4= 1662 W 4- -479 BOTTOM CHORDS: LOADING T 5- -2015 W 5= 103 ~ 2x 4 DF R16RTR 1- 4 LW 25.0}+DLi 7.0) ON 7OF CHORD - 32,0 RSF T 6= 0 WEBS: DL ON HOT'lOM CHORD = 10.0 PSF T 2x 4 DF STAND 1- 5 TC LATt4HAL SUPPORT 12"OO, UON TOTAL LOAD = 42.0 PSF LEFT $40 RIGHT 840 ' . BC LATERAL SUPPORT 1210C. VON. BEARING AREA REQUIRED (SQ. IN) o OVERHANGS: 12,0' 12.0' ERG 0'- a,0' 1.34 DF P 2.07 RF I 1.96 SPED Reactions: 904 904 UG @ 201- 0.0' 1.34 DF / 2.07 HF J 1.9B SPF w 01 01 Id-Qa-00 1a-a0-00 12 C-4x9.3 12 8,00 9,0° ` 8.00 C-2.5x4.3 / C-2,5x4.3 n -n c°7 T r 5x7.7 / rTl u1 C-4X4.3 \ C-4x4.3 Ln ail C'YI. C-1.5X4.3 C-1.5x4.3 C' C? CJ 4 4. a0 (=:.a 12 12 1=aa-~a ld-aa-aa 10-00-a0 1-00-d0 Scale: 114° Trnr;a: Hrh~,.+~l~w{~ r t, Ra.a~a~,~nmsenawml"~eamaws~.wa~4rru~as 1. lleal~as~partb~es.stio~nr~ FILL NO.: (r ) X ildra d r•c~m ahc~i w rt wn d emomd ~eeaed 2 asau me It e and bG0 dwisr to ba Mama hla,. d at 7.'iX9 w,apr~ekat wi b,r.~g+eanlb•Y,a~•dvlwasaaww 41lam dget I„n•, Nl* uradv4wmshmw--OREGON 4.ANhl,"foteara4vjrgdwurvftcxhav,omay and®anm"Ibn=inp, 4.hc~B cttnis5b-therusocedt, themapedi"=rem-t.r. DATE: -.Ab•dtsi 5 Deslanns%rrwsbusswwa be hanotswno orTtand p.nad.d bydmiw»r of cnaptm w a,~~ arv fof `d YkK° of use. T~ur,efrt. ,J CcA,yuTtm tpa vsp ka mcl~ rr L Na b«t •s omd b• `PPS ®mmro , a =WJ rn Zor xTwe 6ci Gealry~ ai a akW%b 3txrwL %rn orve G e it DES. &Y: r, ,usw~ nd®o nrsr~waranym•da® d 77 nom' o=Vod eb sO,ydad ~ ~h 4k. uses ds saaamr m u y o •w.u e: ~yb}ry pr oo bah +erss Ina , and *-.d ~e Uadreadsr Cl h earpoirusius rra mnbrot •vfMd ~+mrn•r Fe ~d {able ln~arflrs. SEQ. m d. i Q, G.Y~$3 $tlPk9tab R GH~ i.,~ r.t„aaw~urnvalw.wetrarooa.ra oron+ne3 eartwtedesknusdtt~ uTnea byretp}{PIf~~S $,3(}10~f 7. rnis dnnbw,mto.waney.w6otha~rsb~a,tmssr.~ymmwtsaar aoei,C~ggtt.RR4211. iP .ItalkaAa3 t~ r 7 W TPt m t~~ at or TPL54TGb ama LaTwpt+s w,04d. ns b. owj b" it. t~srpu7ttag Nei 9 n Plate is 4ldit~ted 6y tt~ tefsr UN she br xrurut~itnpe~. d*9raddr(18)WmAest8gm matafsalEstA•d.Adio~sraam2bga, 11111111~11 1 ~l mm"Nomm" f~ J«I puTrus Inc, TtLls desIg, pi7epared from computer input -by I1 II1111 IN 1111111111II I111IN Pacific. Lumber 0 Co LUMBER SPECIFICATIONS TRUSS SPAN 25'- 0.0" OBC 97/TPI SINGLE MEMBER FORCES 4NRGD TOAD DURATION INCREASE = 1.15 T 1= 0 13 1= 2100 N lg 1925 a SIZE SPPCIB GRAD¢ PAN¢I.(S} " T 2~- -2511 H 2= 1063 N 2= SPACED 29.0 D.C. CHORDS: T 3= -2053 D 3= 1178 N 3= 268 TOP 2x 4 OF #1&BTR 1- 6 T 4_ -1538 N 4= -367 DDYTW CHORDS; LOADING T 5= -1519 2x 4 OF #1bBTR 1- 3 LLJ 25.01+E)L( 7.0) ON TOP C11DRD = 32,6 P3P T 6= 0 w _n NESS: 2x 4 DE STAND 1- 9 DL ON BDTTOli CHORD = 10.0 PSF TOTAI, LOAD - 42.0 PSF LEFT - 1050 RIGHT = 1050 X TG LATERAL SUPPORT 1210C. QON. 8C LATERAL, SUPPORT c= 12"OC. UON. REARING AREA REQUIRED (SQ. IN) r OVERHANGS: 12.0' 12.0" BRG @ 0'- 0.0" 1.68 OF / 2,59 HF 1 2,47 SPF co Reactions: 1114 1114 BRG E 251- 0, 0" 1.68 OF / 2,59 HF I 2,47 SPF co G] C-1x2,6 or equal at nan-structural co vertical members Won). co a -J 12-c.6-00 12-06-00 12 C-4x6 12 8.OC7 4.V ` 9.00 cy T_n C-1.5x9.3 / ~4 n i' C-1.5x4,3 r C-2.50 .7-5.5x6 0 0 t I ! o C-5.x5.1 C-29 .5xb o x]9.00 4. CC C- 12 12 1?00-00 10-00-00 9-06-08 5-05-OB 1-00-00 25-00-00 Scale: 3/16' Cserwial (dotas,u4ma atfreewt■a miod: t.liad~Ga+ndNo~adw ►d.rorme itw~alruss■s. 1. D=IgrlosLPWp loads as&KIml FILE tlO. t 2 9ui d~utd r■cEan ca4a6or~ee lAha ■4AS.d ~ ~ Oeard lfatas wd 2 Dett~gna erd at ~ Pa.aud begh" wah to be lalslaibf brazed al Yd=mtuy■ edws e~6umew cwa,* a. ' bfid .,TYSC4"r■~ae w■b baa~■® rur■t b■!~affiW whore at,-ro a- I 'AF fategal reqLQa~w#'.terashasmae DATE. 4 Jtiba■■dTwar■■la~g t■pwfiae■.®naxYma►."-tbra:ieg 4- trps4tii lot, of 111.1as ire WU~raspecitvecatAraCw. .■rab.pnnd mdprvu6rLdbrdW~cr+rlw~lw ,x~pe~irtaa. bap tnaran-ccro~►re . vmlrururnrd, G-w-lnxs ■■~w■ c aarmrp,-xbwjrTw ■ Lk* WeAna• BDe ar,t nnaaYoop■~IUpp' of fir, -°7 ~ s, W. 4.T■zwadd be an ass 4W L"e®ing wWVea l .Wt SllaYdTL R! of N y f DES . BY .vp9.d to ■'wrm bwa a #Aw n b do®n d C N~ wa ~IpC■. p.d■t No orrm Mapyyw.~ Btgl}~g C ppp~.~ /,('J Ioeds h. grpood b vryeunp-mat B ' Iltal j(n I, l qd bp, llWrl faces a{U'I [Uaj pbf,Bd so If•19r ovoler r ti ; ~Er 4L CmrgaT~banaowp6Wm _d__np r1ar®®■vewb®"/Tnb■ Jd ~berlbP w 11ii saL.r~~ae.b.wna, .■rper~trial~!■b+n ■a.smymaotr, 9. 0.9 ipd?sate stca c!( In V. id.FewF~d y afthe uT by ~'~i~E~ ~f~~IZ~Q'~ I c.n 7. 744 dssf&n b ImwDpad pwy■am tM t4vlbYYor■ of tn~ t~gm w bim 1 R ~'r4 nb PFffi+s. Indtm,adIho Ptc&a by TPI JnMl t of WINITCAIn Reel i■:■pts of buh wea bftnwbd 11, TTjSaA rrtpLr rte NA 4S F4t1ah ty the "CN"the bg ~+pr'ou7rosarpawr de JprwoT{ 81 bdlratw 111 6a. Lead. Al arm 2bM JI J!u ~!li ! Z COMPuTpur. Inc. T1)1s design prepared fr0ra computer input by I I IIlu ~I i - Pacific Lumber 0 - 00 LUMBER SPECIFICATIONS TRUSS SPAN 25'- O.0' UBC 971TPI SINGLE MEMBER FORCES 0 RGD LOAD DURATION INCREASE = 1.15 T 1= 0 B 1= 2199 W i= 137 a SIZE SPECIE GRADE PANEL(S) T 2- -2639 B 2= 2192 W 2= °669 SPACEU 24,0° O.C. TOP CBORDS: T 3= -1807 B 3- 2192 W 3= 1563 2x 4 OF A16BTEY 1- 6 T 4- -1807 B 4= 2199 W 4= -669 8DTT0K CHORDS: LOAOEANG T 5 -2639 W 5- 237 2x 4 DF RI&BTR 1- 4 LL( 25.0E+DL( 7.0) ON 40P CHORD = 32,0 PSF T E D WEBS. DL ON BOTYON CHORD = 10.0 PSF 2x 4 DF STAND 1- 5 b TOTAL LOAD = 42.0 YSF TC LATERAL SUPPORT 12'OC, 00N. LEFT 1050 RIGHT = 1050 BC LATERAL SUPPORT 12'OC. UON. BLARING AREA RE¢DIAED (S4• ICI ~ OVERB15NG5: 12.0" 12.0" BRG 01- 0.0" L.68 or 1 2.59 BF I 2.47 SPF Reactions: 1114 1114 12-06-00 jl-Qfi-Dfl BRG @ 25'- 0,0' 1.68 DF ~ 2.59 HF I 2.47 SFF u u, v, 12 C-4x4.3 12 4.0n 2. C-2.5x9.3 C-2.5x4.3 -n 0-5x7.? m m ~a C-3x7.7 C-3x7.1 u~ C-1.5x4.3 C-1.5x4.3 c C" fi i r c7 c~ ..~7 4. D O 9. a Q C~ 12 12 1-00-00 12-t7~-00 12-06-00 1°00-~0 scale: 114' ~rF. a0VDllflms: Ci'arri= Fd 6oto 5u GYBsas aU6rna{ee rAled: 7~- i. Rwd di [iw.rd qat.ssad x`ia7aasbdurs c~hucgan oflnueaa, iet}7}wrl leads ea BtrJ+rtt NCi.: 7 augder awd s sa@on rnoo-ackaa dd M rtrlsad of aA moan Nars uo/ 2 hop arrl Mriorn ctnrds W hw Gilaia~Fy b aaad a1 aumw L..-.- Wu+Jww'batbs lnttm mmrr~.e, F ILF d eI^c~-O"p c. 1 bridgingwtdleaal ~Iodwhemshuwn++ OREGON i aw Mudtaw-- -ems +t..ne..ud erl~pa:ya a ►R~w i b ~nw Insmgainn d mt4s fB the r$p tfse rsci vg cortracmr. DRT`E: neat Do dssfgnd.rud pade.dWara,r otcarrplwn s6,rbua Reslgn ~rrresok~ixm~sos ensla ba used Pn~reen-~craaus eninnnrer~i. ^ CurquTroe~rnos rm neWsady ke such bradnA. B. 6esVn aasUi dd beafo9 (ausee ri. aaroHn $dm w ~ Q 14 J IL NsrostsioeddGoaeppicdbuvloartbanselaYlanadttscmyd r _ CH ~~dg®d DES. BY. GsKmttr an aueptate. ~G ■C ne Akn4.5b.4i~ °hY bsda9raKa Wet rtmi 77 Des}In ad ! ~,ccsew+cnA.am.w~+w-«u IWcaaedon4oh~a~e+~a p{acsX9itxirc~trdL7 o v: a 4.C-ft*ujmbs e can6at m.rs.d ®mrrsn reoaaoib87H{u yis mbrlds wRhja}~{cmtertcros. falsfr dm. ttena~fA.3eG0~srrCVbd YtatziaYOO otnor%.mwM, S- !8 kxtxaie sisa of pldde Ett h-r,.lcs - - - - r.nad~on~ mwW.amm.swa®m ~,s a,saGto.n, io.Forhastedes{anvWulmaf"CarnpuTYrsPwi%irsvuindbyhsi Xf'1RES6130f2C76 Dy134 do bf QYWMITGi. br6esrtaa 'G'.see I.C. 0. F;LR 421i. cophr aiatakb vAl bo h ti, T?~ CCerp~{~n' a ►1Ct 3etlWn F~tA ~ tidtoiad ret3z are~N° tf>B Ds C~satt~ woe rsquax. dasigta6~r (16) hdlg 18 ps maAmlal All cta 2b, 5 ~j,pd ~~1.~• ps.cl,fic L ec efet 3uV0.0 cam lets eci rRUSS s4r,~ ~ . ~ s srscl~r~~flcx~s Yt~~ _ 3?_.~ 8R 7, olr t7F DHpRIt = ~fl. YAt~~ ~Sl +SSLi D 42.- p$£ gpCTR G1~ADS Lit ZS.flI ot, Tov CHORDS, 1- 6 Tot s OT i1bBTR Bo4T02A CKo?DS' 1- --`t DE #1&BTR 12-4 '44 qs,BS: y_ 1 D? STV0 9.0" 12 ~ C ~ + 1~ acs 1 ° 1 ~ ~a t z ~ ~~-(}0"'40 1„4fa-ad ~ t~ 1 aft-40 a~ ~j ~ CH IA' ~ 12'-x" ~,~ypedl~ ,~mrsrn ,q r gca7e: 1f~ vicen""e°~ew«dKoasmuwida"rs~' q, ecn'm°in.`asasrae"de sWp°"'sM++" ir7 r` yf C{ W,ua`8~~ ,n,Nn~+'"` wi,ere ,.ar k fs. y gp 1Y~r &T3V hrv9,,~ oaaw~"y.wac~ 6 LY+ ~q gate drat r [ rtt+ a+a~idta&^ fk" _ _a' mpuTrus lnc. Thie design prepared from computer Input by III Iu INI11I 1I IUIV Pacific Lumber 0 - Co LUMBER SPECIFICATIONS TRUSS SPAN IV- 0.0" Gable end truss on continuous bearing wall. o SIZE sPSCTE URADE PANFL s1 LOAD DDRATION IHCRHASR 1'15 iC-1x A or equal typical at stud verticals. TOP CGRAD5; SPACED 24.0" D.C. (Refer to CompuTrus gable end detail for 2x 4 OF IEI&BTR 1- 2 complete specifications. HOTPO}f CHORDS; LOADING ~ 2x 4 D£ ALsBTR 1- 2 LL( 25.07+DL{ 3,01 ON TOP CHORD - 32.0 PSF r> WM: DL ON BOTTOM CHORD = 10.0 PSF 2x 4 p£ STAND 1 TOTAL LOAD - 42.0 PSF TC LATERAL SUPPORT 1210C. UON. BC LATERAL SUPPORT t- 1210C. UON. a u~ cn 5-46--0fl ~,-~E-ft4 1' 1Z C-4x4.3 12 8.40: 4.0" ~8.t70 2 r- 4 C-2.5x4.3 C-2.5x4.3 c o ~ o 1 ~ - C-1.5x4.3 ° 11°44-04 Scale: 1/2" uv was: Qtrceral Moles, tgelrm olhawtse no k ' t. . k wddiaunwarww.oana6arnr o.g ww«amecunorm-~ 1 Des4n1uzuppa11wdsasWwvr FILE NO,; JJ// t ni Ha.r r d..cdoa ca trcswended ba v4%&W uP.9 onrd?khw.W 2 ~n assan 8.a tgp and boGovr~ cf n ds 6a 6e lM.W/ haoed w ls~ Wrrntggs"ft" a-oun, Y-tT'(LG and~7. 12'-0 a Megr. yy 7.I=C-9"esak.tvrbbrcltarzemiM4ts4iladWienedt"n 3. zC t~d 6rkigYgwlBEarat r~letked~ngstwrtn++ OREGON 4. _ DATE- ne iawW tacc+Rds*9d®r.rtew~ M Wvpawyaa PwrnwW1 hr-4RI6 Jrstafa7irnof tr;m it Ueres tl the raspadh* milraabar a"nt 6o dadprou9 emd prvNdwi W ei.d~w oPennWsC®slnsav.- a ec~msd, 4e lead k~ a nee-~rnvNa giJllorrnerR, CanHUnmtt~vrwasaoemp w. moca e,r■wq. & 4es~n nssuew.s fu8 bsari (~1 -9' s wolwasawrrd6.~ya.~ m.nruv~~C~U1~w.ab~ yeas 9 ~1M~+~atowttSMmarv f ~tC ro CO .DES. BY: rsao"owownpemmaunotinrdwwaeeYtae eaaarm aedpn 7. n ~ ed Laledrairs~abprcrridsd 14 1k. souk sa grPa.d tff v+Yawnarmmi. 8, Batas be Ixalsri ar both faces W tress, ark Pf~ad ao ita:Ir cmtter {~,rr? a. Cnrrv~Tws hams cnmd uwr aw ~un+s rm vaspotd~my Fm W. aaircFdte v M }air& ear~tr khA tkm tw dOnjLxhk mt wtd Jruer~ ."mat mrr®onam, g iita6e ska of die In krlB6- - r, nasdmlgnkovmTs sub~q t.nwae„kouns"gsu deaaw"gf at lo-~` a2011 c- r~uTr~P~u,~dt~c~aafrt~prerx ~7CP113£S X513©1200~~ aY TN h FteBaY orTi•YfffCh In pC~ a-0d rapCmr ufMkhe ha MN.hsd 11. The CAntpr,f rug Mel SeCllOn 8,: 'PFafe b aajlaHea4 bf Hea pnJbc'1rN° Eta bY'~r~eCnaruP~+ des {~SJ Vdkat~ 1 metrria3bes~d.PAaU>asare3~I , iT u-a `IC Pacific ywu- so O,ks.. 2216 US AS 1tt1 SFF ~J BAR pq~ Tl a.Sq C L.1 LCF4 ~ SB pq~ 56 Kg O G SkF SP ~a B L S 36 q t q V R? fl PsE O.,on^ 3.31 ae t roAaxr~~ 32. 2 q s2~~1c~1c~~s Tae rgaRa = 1fl.fl es~ ~F 5 QAt~6~~6] 7bx ©}+DLI 7.Q]pR 42,fl PST ;CLY. ~,RpRE DL Ox q{ypAL SAAa " TO? Ca $TEt L- 2 )OTT aM~YB 1 was; i ~a SITMD j]'. Dox. wyT 12 .00 so? SOPF'aT~T 12«or, a.fl . M1 y2.fl" 189 un ~M cwr, rvmm °C Na~kie - aVi Ott ysmca ~.cRy ba uow~rmsv 2%a,~9Naggasyr+ipP~''°tWO7rt RTES Aet~f'Am°~oMyyaba >n ye a• wf*aly' trelrc r jet Scale: 31 .n ec L+ E~aa9f1G Toss `.S Eq.b" G leCE CIO SPO E S . _15 sqiCgD CrADnIG X2.0 pSF SPSCSFL TIOkYS L VIP CHORC~ 10.0 pSF p~yBLtS~ g5.al+0Ll q} WTToe oov'.0 " 42.0 4SF Olt ors LOTO Tap caQaoS. 2 ~1bB'C3L a 'Bs" 1 []H 5SfiR~ 12"~' C3{1t1SgPPORT 12" ~2 ~RXL g L snePaFT C-1-544.3 cl d Q r f 5 t ~y'p rai7 0 r,oce~ t~~ oars"` baia~xsV `~7' ` RCH }A' 6 N~ ~ ss ~ mo t° b'n}~ ' 117n wrRNt ~itimwaFdoa tdw ~~a..n1p^ & 5. D' to ~Y 4eak~ ~u ~ ,,RIES gcafe: & onv~~ &~new"~~fyusa,ar~F+tsg ~Q 111rys ~ c__ This design Prepared from computer input by Pacific Lumber c MMMWMqjMjw~ , ca L17Mf3BR SPBCIFLCATIgH9 TRUSS SPAN 9'- UK 971TPI SINGLE mKKBER FORCES 4WRGU C> TOP B 1= 3 W 1= -135 ~ FS2 ZE SPECIE GbiAt7P PANEL(S) LOAD DURATION INCREASE = 1.15 T 11- -g3 CHORDS; SPACED 24.0" O.C. I DF f16BTR 1- 2 a BOTTOM CHORDS: LOADING LEFT 213 RIGHT = 179 F, 2x 9 DY 11FBTR 1 LL{ 25.0)+DL( 7.0J ON TOP CHORD = 32.0 PSF WEBS. DL ON BOTTOM CHORD ~ 10.0 FSF BEARING AREA RWDIRRD M. IN) ~ 2x 4 DF STAND 1 TOTAL LOAD = 42.0 PSE ERG @ 01- 0.0" 0.39 DF I 0.53 NP / 0.50 SPF x TC LATERAL SUPPORT G= 12"OC, 0011. ERG a 0.29 DF I 0.94 HF J 0.42 SPF ELC LATRRAL SUPPORT 12"OC. OON, u" C, OVERHANGS: 12.4° 0.0" s Reactions: 292 169 12 c.7 8.00 J C-1.5x4.3 p n H n 4c-2.5x4.3 C-1.5x4.3 1-il4-OD 4-X66-QO Scale; 1/2" WAXMNQSS 6armrel riaiss,.na~.xs dt)~trl9a noGae~ i.aod.9cwardNot= andwmdnss6mkrooambucfmarruwjmc 1. Design bsugpanroacis FI LB Nt3_ x SuIt s"d acimn ane~e~ e3 o~d6a mlr a od G~reV A ..nd 2 $ ea~gn ass arnv Ytva tap a~i bd om chords lobe lalaralFy h+staad al Wrn&rgsberw®cm~VteYmn cam. -u d.a and 4a 12 o.a eV{, 9. i.3 cw ._A and ymb kpdAg sts~ w wa:n.drtw. snona a, 3 2X4 bck% ng w feral .4. shon+ri e + - OR E GG N Df4TE : 1. AX i ATW tac•r. Awd.9 dav~ ~ a ,U.W ary mn d PQ W4 bracimw 4. 4. "01 cd tu" r5 the res IY~ tespecti re mTtacwr. a.M bw ~iprua Mid VMGdsdbyd.W9W mtrsaft S4mcnxa carne for li Mtar~ d us lna"Wl- ~ernuorar=k, rlj Carapo7ramssurmailyfmr r xh Medntl ry J 6 n asstsw- hd bewtqa4 Q DES_ BY. . ao+seep 9.a"tmwm,mam.wc~a .V-W"emtvneaawr .1b.~ m,a ely. a~pormstnwnsaVmorxadyett (asien~arwm~l.1%-aof om 4_.twwdanyimadsg.aNr drn dash 7. Daslgne~a~ a~euBta draUsageia vrmkl~. ry ro.as wrmae y«mpm L & C! to en il stall f ~F~m1ed od Wth ta>xs of Iris, arsd pfd nv ihmlr cet#er ( 6 1xm}t17rus i~ om mold vtw a1+d es®aa~ nd r~porasibaAh'tm that wih f 0 16.as. ' t . SEQ• rdataarb~.n.na~P,w~rustama~n~rm~ta«anyane,es. A. ~gRsbr~iisstredpblehr4~hes. r. TMb d.Jgn k ~lantaferd~yrm at+&wiaasrs.en kmawllgnswcrmrv. :o, r'ar nttraes ny~p~ ar a~a cam~,trr pta, rrr~a ny u~ ~r E-}f PFRS B~ 3i}120~6 i `r, by m to H~FI a WvWMAam sea t-0 0 twt" Ma d. any 1 i. Tho aC Im. 6 . U Sd 2acfloit Flate b Fd6arhal lhp ~i~r'"CP!° ihm by Ctxrip mT.tis opm.ot, aa~retnr (16) btdlcagas 18 ga. rt~lal b ua,ell cahmrserw ?~J ®s_ J~'~~~El III C11aWuTf'4J9 11f7G. Thin design prepared from eoml+uter input by 11111 111111111 ~IIII'll~~I~I~I ~~IN Pacific Lumbee 0 - co WHBBR SPECIFICATIONS TRUSS SPAN 61- 2.6' JBC 97JTPI SIXGLi MRMBF:R FDRCES 4WRGD LOAD DURATION INORaGB - 1.15 T L- 0 U L= 3 w i- -169 SIZE SPECIE GRADE PANEL{Sy SPACED 24.0" O.C. T 2- -1D9 TDP CHORDS: 2x 4 DF 010TR 1- 2 BD4TCM CHORDS: LOADING LEFT = 27.5 RIGHT = 243 2x I DP 11&BTR L LL( 25.01+Db( 7.D1 ON TOP CHORD = 32.0 PSF NEES. DL OH BOTTOM CHORD = 19.0 PSY 2x 4 DP STAND L HEAHII~G ARHA REC?QIRED iSQ. IN1 "n TOTAL LOAD - 42.0 PSF' SRG @ 0'- 0. 0" 0.-04 BF J 0.6$ HE J 0.65 SPF TC LATVW SUPPORT C= 12"OC. UONU 12 11RG @ 6'- 2.0" 0.39 DF f 0.60 HF 1 0.5'7 SPY 6C LATERAL SUPPORT 12"DC. UON. $ ~~f- ~ OYERNANGS: 12.0" 0.0" Reactions : 350 232 C-1 .5x4.3 GJ u, co X. _.j I f v ~ .-9 I C, O ~ I C7 H -ri t-i L~ u9 Cr 1 M 'c1+ G7 T.. 1 O t C-2.5x4.3 C-1,5x4.3 l,._ I 1 00-00 6-02-00 y scale; LJ2" li 1. Rssddl0vtvd Ma6esand Wma~rG~bdmuacau~c4ttcEmartV aa. 1. ~n [o>x~pai lands ae sf,rnwe E'I LE: NO.: 2 e ~ b MaB omrd uuJ 2 spy gy~g the fop and butita~ c~wl'3s to be "m*j brac~l el y u.a std al IZ'-6" o.r 0~ E 4^7 ~,Y 'tai cwiprsaino saC M'acktig nlsa{L s (nstiaad VtiaCa aborm m, 9. 1rtt~ hefdg{r~ ar talrral sq W old whr~e d70'a7e d. AM 14wH tarts r uisLg iaananw us t w unpomy e d D i•>at bnc8y~, d Jr~te&aifo of UYISSS Es Uea of 1}le rr apeClvle oorgl~c.1rd. CfF, C E : m-t be -d ---d prwrswf by &-Iw- -I-x w Mo.-%. 6, 0-01 asa~r ~embud. we be ii a norreearask a ceMrwyrwy q. fda load sbwrid ~woe~porra160.1H ka' &adnp. 8. ~e~slN=hikr~tiBaV aS slman.`14:dtn of 9 h' 6., apptlad m aopcarponaol uM altar i bra,3n and Wetlt7e R7 DES. 6`f: ra m,~ l®m .da]"ft*.howtf rl ,~g,.,mftl s awn 7 Das 1+ nm edcaL~,g b~~yy~ed, 7/ Sd. I b+q+anwmwv--o -WL R. Piatessl>al ba onbothferasof 'Y~'j' and p+aaed tirh eerd~ C~qa rnerYas na cm tr y wa a d ammo no nspmu~mtY r~ tlw m neJde wih eenlrr I k... SEQ.: ~r~,a~tw.me.~wwr.ar~ms,noom~ ,r~..a. a q~md~rarrmstca~"pt~mtnb,c4. r.vdr ,sR„ t ~a.ratxi~ desttvWtitsormsc~uTlu9r~s®,tr.rrxcedbytj, pram cXi'ii~'ESl3f3CJlZOb6~ ~J•~wthanni~tl®a~rvasd.st¢uswtle.m sec~Gg -F;R,1211. by TPI W/1~i1 ar lf°b'NTChw 66£q i.Qlut4s RwAtlzlt ba"00"d 11.77rc Gocr~ l'riS w seak. pwo bbdk l d c[`C:tf Itfs by ~n,rr~ tma. r.~w, etlGdlclor~(18y hdlcal~ 18gn, rnw/aciai le rand ,~i °c e,>~ 26 g~, ''his da's iy" - able an ~CIG,- pacific L TRns. 6 ~1^.15 ~f~lete s ecif at.?045,~.._.--- q SPk17 UOfit7 '~CfR7~TLOts I~O,C. SPA~D 24.fl' IMBT3R vP$CIY7.~SI{7L1S 1~,A~}SIIG 32.a PSG CALtBT [51 ? ~ ON Top CNaRD 25,ft1~4Lt 14.E PEE ,?v-IF G9.~f~6 CtN 9s3`PT4M C}IORD 42.i1 psE ov ~}}ORD5. LL( 1 2 ul, Styyp~ LOAD DF WI&STR ,30TI0,A CaORDS t gF p1SSTR WF,BS: 1 12 of STOD 3 Suv?ORT LATSR~ SBFPaRT 12"OC. . 7,AT6F.AI+ Lei f' l i --71 5x4,3 G7 t - ~ as u,+Rt,e tate~lHbm A e of avs-., Q~ &r ftuM r'~~ w;~ern.,,(, 444 .rv3.q ta.a erh3 ar , 71fy r VLs re5av~ m aces' rww+daod JV lf2° w+s O':,~Kae+ w a,rr ~~Q~nH.cit 5 2ra recd -w swm Su~1e: S.Stoadsrvyr, m,~`. roAada"dnaanv. t6,aOt9.;oexVgn',~Htcm"a di0aW4sat+M1 ..,a.~. m. er.~►® ,r, +0 y~pi a~+r ¢ 6l3012006- r xrte~d~at andP'~5~~~ s. M~ noat~~. n ay. No.. al.w v~G°~~„da~d. b ~,,ar°s c+ dlw«sna°"~ nst~+ lp, on e~ eda5 FILEuw~a lo.Assr*°"wr ~~jeateevaRifl~FwkCAuTnuaPw0.lr -Cie~i 1 llf~~ l11~~ (~I! Z CompuTrus Inc. This design prepared from computer input by 1111111 1 1111111 111 Hl 11111 111 IN 1111 Pacific Lumbar 0 LU)GER SPECIFICATIONS TRUSS SPAN 6'- 2,0" OSC 971TPI SINGLE MIlflER FORCES 41RGD ; LOAD DURATION INCREASE = 1.15 1 -0 SIZE SPECIE GRADE PANEL(S) T = 1 TOP CHORDS: 0 8 I- 0 D SPACED 24.D' O.C. 2r, 4 DF 41&BTR 1- 2 BOTTOM CHORDS: LOADING LEFT = 279 RIGHT = 191 2y, 4 DF A1rr6TR 1 LL( 25.0)4DL( 7.01 ON TOP CHORD = 32,17 PSF INT. 59 @ 51- 11.2" TC LATERAL SUPPORT 12`DC. OON, DL ON BOTTOM CHORD - 1U.0 PSF HC LATERAL SUPPORT 12`OC. DON. TOYAL WAD = 42.0 PSF HEARING AREA RQUIRRD (S(7. IN) HRG @ 01- 0.0" 0.44 DF J 0,69 SF 1 0.65 SPF DWXXANGS; 12.0" 0.0' HRG @ 51- 11.2" 0.10 DF 1 0.15 AF 1 0.14 SPF Reactions: 352 130 HRG @ 6- 2.6" 0.29 DF 1 6.45 HF 1 0.43 SPF co 12 8_co Cn -J rl r 4C7 x- H M O C-2.5x1.3 l r 6-a2~~ a 1-GO-00 6-a2-7{} PROVIDE MLL HEARING. Scale: 1121 WAHHINr,~ CLenerA Notes, t"o= Wt'r8nmm rxrind: ~i+~ i. RaedanOerwdN"la"w"dWan gsbdoatr d im 1. I}asV n10SU Po+llaedae.7slIML - FILL NO, i Wuuw- -d mo4"~ evrcnruw ro9w ~wid b* od ed al ~(i~wal Nny"and 2 d+ra~~ayr~g12~ and boom dwvds tD bo(alerely 6rxc" at ?r~ k txy carp~~loa wab brrdrrq mn! m. Resltllad ak R.c~,aw t. I rr~6aM Mtc)gk~ gtaterdl h`~'r'~quti~d ea-0eare ahawn a a O R E GO N i. Alllctend6o<ce+Ddmawrmcrkhaatugrmefyerodo.,.~anly IrrsCaiBibet4tnlrb91'eem'' pyotihe[espedivncoMractar RATE: ma>drrderJr~mm4preKd►dbynwmaamplaamb~e.n..19n~ ~~pp~~p,,~ Uecrssseretun~aheveedbtarwmwrearnMoli~tari. CargwTne+ rca na rorpamnwHfor wr brcln®. 6, f ri fnr°dry a p~ stx 1. stdmw ~l ta n ely / h't~1 fir hsigr~m+rs,a~l~la,sid®rw tlrw siswtd arty Pmctc Qrma~dvy dadpa 77 11, I'm minnow DES_ BY: e.rook.MXhWds--PP" -W-Q'W~ tLWW wr rtbr*4 Md $wP~~ ++o att ~,C. QC' SEQ. .~me appn.a 1. ■ry ®nrpen~L 8, stroll ho bextsd an }xrihd~odina~, aed p~awi sa st~lrc~der t-~. ; ,.~meiush~rooonmdowrand snoe~amdbmlycaa~d wlydda roblo kf kvl. f~rt~lm,f~daa0. str4mr®/~dt+rWle6m ol'mirgaisrta B- tbfaa~ hldkaYY zb5o SIZA aI~ _ W v.rnl~e"araxnad .e tow.~~rosonauc. xtr~tn $0 Rrme"cd1okI Mqf uTanPffiIa,k tb9Mbyrr. M4, ~~CF~tRES 3,'3Cl/~0{l6 i , fl" C, ►r7s~etr~araIMOn lib+~¢amyasmpl®carwti~eatemsMnwt.a SGsoel.CgO EtRd21i. Conan a }de Rata b ktdkated M ' 1 N' the by umwgvrm lrm dw1grzkk { tij }rte 18 Sa ! Es rmed ~Y ors ~ $a. ti lK~J>~ II ~1,.romplujArr l8 Innc, This design prepared from conVuCer input by Pacific Lumber - - cr e0 LUMBER SPECIFLC.ATIOVS TRUSS SPAN 2'- 0.0" UK WTPI SINGLE MMER FORCES 41( D LOAD DURATION INCREASE = 1,15 T 1= 0 B I- Dv~ SIZE SPECIE GRADE PANEL{S) SPACED 24.0" 6,C. T 2= -36 TOP CHORDS: 2x 4 DT AISBTR 1- 2 - FYOMK CHORDS; LOADING LEFT = 109 RIGHT - 41 2x 4 DF @16BTR I LL{ 25,01+DL( 7.01 ON 'TOP C}3ORD 32.0 PSE TNT, - 18 @ V- 9.2" TC 1NTERAL -SUPPORT 12"OC, UON. OL ON BOTTOM CHORD = 10.0 PSE HC LATERP4I, SUPPORT 12"OC. U0I1. TOTAL LOAD 92.0 PSIS BEARING AREA REQUIRED (S4. 19) BRG @ 0' 0,0' 0,17 DE J 0,27 HF 1 0.26 SPE OVERHANGS; 12,0° 0.01 BRG @ 1'- 9.2' 0.03 DE J 0,04 KF 1 0.09 SPE Reactions: 213 1 BRG @ 2'- 0.0' 0.07 OF J 0.10 )1F / 0.10 SPP w 01 re 12 O H W, T C) z_j m C 2.5x4.3 2-Da-aa' -Da-DD^aD-f1D PROVIDE FULL BEARING. Scale: 1121 ( ¢ t3stnr~ Notas, udesa a{}aswiae rmdeflr t. Rrd aA Oanaty Matan and YPneobQ.r bdore wnstac~n ol4~ 1. DestgnlosuppKai loads as slv at I' I LE Na _ : 3 to A b and v.ctun contrveme a4wld N adrC"d of .1 Daord 8a4-and 2 Desfqvr a"n- lim kap -,.d boriwn dcads to be Date aYy brat ed at WuntngctsimomneCVCpmowaemm~ca¢ ac and ed Tz"U"bc. ~y OREGON d. 7riem~asrs3ae ve6 bta3ry rrestb® of vhm® wmr+. 3. 2x41rvaet brldj" O falafel t .,.dwirers 9t~saeaa DATE: d ssreay&aeer.afaenadamm~wcf ®WvaMendPanwr g 5 6m ~assnt to as rie~dInar o "wMrwzmm, aai~bed~porad enA aeorldad 6ry doaiwrw'MwaWi~s9tpc#em. mrd era fGr dryrcMMksr'af +aa. CceyaTnts r~no respwudbply EV rrrdr lxaclnp. B. ~n assltr~s (Us 'l+ baiving orwadge I C s aeeodaaoa.rpwdr,.r~pM+n+unA~ro.rdlbeo"~-a 001 al shown. Shim / Jf 14. " IS_ BY: awamaW4a wrdrtno.daWaenylwfapnaLwaaeatWpn i. n ade~ lsA ~/~/~/~v lj, IaaAa 40 ~4w m sl'V aunt B_ be lomkad en yfa a bus, acrd pfa..d ~o tfretr oeva~ ` ~„i H N. 6orvaalr~ t®m ba emtrd mrr and ~unraa no t~waci6~+y Yw Era IMtss mlrr~a YT11 J oPa~n' IY~y, tdkala ake preta 6etrxt he9 SE Q.; re OR-un, hw"fti dmlprftnm-d Efts tl nal rnn4 anb R. .rn~d o an;wlaawal+ame.anaw~ana.s~maarm~a+l.b t.ror BeCarWuTn9P ,r,~tevtri p JCP6RESt3J ©T20~6 r hY 1PI 1A taeft-IPVMVAInFC9'FW c+oNaa afadridi Mitrm pl19W1W 11, TFic GbnYN7B. wCer F$eGtb trdl+m yy q~e cY:P1°Iha 11 Y C-rwoftm wan aa4UaaY, +1de4pvpAa (1 ~4dk~e+ 18 am- rreatel~ b to PA bih~a aro 3b ga. ER "IN, H CD T 26~, M"T CD w "a .G + ICY 4 ,!T - i /k.:~~ G. I`"'i. :a Y E x..,wa 1b.✓!aJ 4e .a..~` _1 s..nJi..n^0a , -y',«~`'.`•sr ,;,..„L:, x„ , .mss ~ ✓ ~+.mf•-r a,..^ °;r^°' M 241 E5470 ~ i,.^ taa ~4'v x✓' I w,~ LU SEC . 2 e~ !Z { ;:.a 3 MY UNITE) 1195 FT, A 547 2 5 E: i U5& 4 TO BE 3' 1 T I C F OJ T 1N 1E ~ w ` E "REID " L 1 NOT r I ~ _ t1 I 1 . _ e a 11 j, 7 Q UNTIL THE 'E51 I°~ tilt; ^a ) eU„,,,3`11I I i 4L 1DOtar4.6 Ei°W, ' „~°+,~a '.3 ~ a r µ 17A f -$1' 1 I 3 ! ^`a 1 , T 1M) 56 E3W 151.50 .1 i„J 1 FFE 1571 1 I FFE 15714 r i w3 ~ I ~ I t._ 0, E~ WE 157RJR _ 1 7.2 F FE. 7 7 I L WE 03,74"' "c. ILE-J FFE 15;x.5 ! i i I f . w , -.w x a ipd m 1 i . p . , „ a Visual Ocaralwo 1110,00 1 o a r, e, A- 's~~tta;~.~~~~++o~a . m f 11 C ail;A RIG; I+e 1 ,INil . a ! a~ti,# m. 8......5 3~3gx na :1 ♦ . 1t WWI 1 e.,. { Mq. ~ A I I I~ ~ I INQ S, n" J V 0 e a S e*a i C° rp c, a D c b.:~, ~~'t r a e r l K YfAr{+x` g., i0j 4{ {Yi4 a ,pii.Hy +A $°iFY„"x¢ - °d°x,1 p tH F xq M a r 4'. a o ~ t a<+ v. ~Mh r'" ~ x',xfa rAm°}*r9 i 4 a 4 . F e 39._; $ r,h Y t .,.+w 61:.$ . '...kA'.R ; .'~~.'~d-('T'LK , .'1.. r~s:,,i Y,.. t '.1"m. ' t{^ t,.. t4, „ Y V ;.,x Pi a. . ax"N! .a.. t, ..s >S a• l 4Fk h,',M a t4 .,y, .l £ , ?f I.. ~y,,~o c. r~'.$#: f ~ „,d. k.., 4 ;d it E .ta.i a a~n;: ; y Q` o a . ~ ~ `i. ,.9': . p Y,r•.; AIM y y a n s , , . : .r ~S ~':~m,:: wb i,.,y rb.=~` #lh. ,i5;:~ ~ q ! , 4 x , p . b' h.,'. j.~. G..rn ..e be,-., e,, a. ~11tt .).4s-• „ .i•4i ~1"tY l"'hyl. ~.+IN 1 1 { x p ~ t..,:~. r 4 .!S~/rCfi IY4viw.j, ar~¢y:;• x~,,.~ ~ y,! r„ b, ~1 .ka r .~P f ,~{r~t a r? Yt. q` r ,at,~q~ ~ ~ . a a w~ ~a,. 1'6~+';'E~f ~`i~a ,4 T m 1 „P z}`. r c ~i' x ? x a 1 a a ~y$`~ rt +A p~' Y yx~rilj~ 'iwh y~, aat P~~}r , , r~~y,~sg, ?f r 1 adtt~ , a n . l ~ , I > ..mac. 4655 C! FT. 3 EVIDPROOM LCAT S 4- 53 u ROOF U5_`,E TO f5f~, H 5' U 3 (T T TO N ? ; ROVE "1 THE MAK T "w ( E i 4N "C' EDEFER' EID J5rlITT,4 i T ~-4,4!, L NOT S ti ` UNTIL Tim' ~'~ND ~1 "";iTTA CSC: U"1 N,TS Eiti UNIT s ~-41aE i l l 1{ OFFICIAL. j i j 1 1 j P * 1a I . .-_-em,__._. a C^. __-.,.~..~._..._.,.,.....-...,_.,......a._..,_w `4°,~ 1. ~ ,..,a.._.._..._ WE 15114 V 510 51 .r 5.3,010 \ w~ ~i 031 ry, ' 1 v,_ j WE 15-1 MOOT_ WE 15714 j 1 £ .1 IT X 15 137 , FFE 4 n , p, k - I tl~ °a ta S dwq `$t t m ~ t 'i 8 k§ y y a t 2 9 F S.°~ , a M Jill t c . P our ° ~i r r 3 Zvi r Tr , I ~~yy~~' y },P ,~fl y~"9n ~~T »rd+s~$~".~~x'~4+~"~y •~°~~5i'~~. ~3 ~ ~ "SP „v.: S it .x,+ L <h',i ~a~.{k.,,p~. P ~C ".nx~`J~k'7 "~a,..j>•, + v - : ,a'~'';"'' k ,'`dv., vg, r a ; 14 ~.~"•''~r~.dia.>~z~,`~.~~3. t,ys l1 y a.f.. F:. t x." r;,'•~^t y h,i rah .<,~s t "s n rn ,Is n~E ° A MAY 4 T C::) KA C - Q55 EM FT 21 N! " E&174 T 4e - 5 N17 T UNN "IEEE ,2,71C'N5 ~'-a 'E' L!``eITE5 1,225 , FT, IDRI O O 5,47i-4 P'tdLU &EC 12, 25, r ILU, FROMEW I ROOF T U5; f_A'N ef-FEGIFIG TI N AND T UCTUR4L C,a°-.LGLiL4'L_7i N t OT W-15E51R' TO U;5511TTE iOp«°~N AF^~'ROVEID 1' T° 4 Cif-'R.c'~ ,~E C~Tp°NC31NEEE~' . S J 51'{ ! F T A L it E 6~ 4 A,.L N` 0ry t ✓ t-.. I I `dt:.,.+t ~a i.~...i.w E r__' F., T , j ,^'aN I m w i C-C,:.:IRR Es».~' UNTIL THE ~ ~aIC ~N ND U "°11T'f OC:~U-1 N i~ ~iAIIE- 5EEN ~ ~{I UN!;7 7 I Y - 1,21 MIN tq , yjy!j0 "nip I i i 9 , Eta '12 41, 1 L TW 15550 _.n... _ _ _ I fa 11515 10, too g) 1. F; E: 15 2 4 M r ` f „ ~ C _P30 111 FF I E "1. Tom- , , . ,,,\\\777 11 ~ C Ir r s of 1 Q 1H 5114 A , r 7304 i._._i FF 1 , iC . CCC i 1 FF liC?tf_FJ9 v i Sit PLI' ri3 f , i PLANNING DfwJx~f.. ff .4R,41N IDSRA N WOta'a1 Self 1a 1 f Iv a a 743& From, ~ _ 1i 1d 1'^as,sst; tl;. ~a~~tr fS1flffg Ifs Ask °e 1 AV."a .:1°"& f'nn'9tf<"I ~waaan Rw'FP08dt'~d e P W8 10 a 1 p ~'6d I l ~ ~ k ti ~ _ . . cow tin _ a ..0. w _ .10111. , 4 r e,f x.. X'y Wk, Na•• ~ , " . .,a~ , d r di? b '^~r.s• t'}rI ,?~3~^~ r dt ,.y d,~ , ~ ,r~, r ~ ~F P a a. .r. a'1?; i,ir~ ~ . •''s~ r~. r rK ,.-:5 ,t,':: #t +a a,a t ~Y~C,~31d !k r, n" x~r t r '~'s fd . !r t,rr<. P'~'.1i."vt, aY• ~ 'i' a 1~.':. 3 .b, 4 ~ ~ a C` t<i i,J "1' a:".~aY`' •`Y. y+ , ~h'+'~ vt +,l: P 1~ r g{,pr 3d, i $ ta_,•; r rn 's 1 ~ . ~*rX, C! y +~7~ °.yi .~s; 4QA d "'~.'i~i ~st ,~a{,~ i,~ , ra. d s ~ ~ t • ¢ ~ Y r" 4;Ipd. d ~,.o" ~ta r A ,,~y ~ , ~ k a~` t ~f *4E3c>Nrwr,&, -mrc>wNHc>mF-=a LNIT UT ~ a C~P*l; T~ T~U,14dNC~M~~ 2 "C° UNITS ~ 1,~ 5a. FT. CAM 21'2 AT~-a NW 114 ~ i2, ~ 2 1~U, ~M ION 3 "E" UN1T5 1,2B5 . FT. 2 5EI7,)R OC~ l 21/2 ATN SUN ROOF Tf:U5: LET NUM PLAN 6, PECIFI ATION5 AND STRUCTURAL. CAL, ULmALTION TO L1 MITT I' TO AND A OV '°r' THE PROJECT F-NC-;INEEfR ANY DEFERRED SU MiTTAL. ITEM SHALL NOT IN5T,411-i UNIT TYPE, UNTIL. THE DESIGN AND SUBMITTAL. 1DOG111"I NTS HAVE BEEN I ~ i ° H # ~ 1s~~ t AFFROVED 5Y THE 51JILt~)ING OFFICIAL 1 RECEIVED 16UILDINGI DIVISION 40 uj D p 1 w 155-50 !ltU 15150 s (0(0.01 11.00 1 .2? ? FF 15124 CID { - F 151,0 5A11 W CO T F' TL) IF,3.00 U1 12.E 1.43 t Y gyy ~ 1 a S 1tt t,m % a 10.55, VI - FF 151.0 ~ tea I it FF 151.24 1.' l) FF 150.14 [:E] 2) la x.1`1 FF 150.5 1.4 FF 1m 11.12' FF 155.1 m.. i ~ ` " ° F ` IGA 1-F PLAN REV I NN, PLANNING DIVISION: ' RAIN FAIN - Required Setback-,s: Approved Ia t _ 14.36 Slue: Star t ` idel. . r ci:irr s ( r0vecl Net 1:rt)r+4ve(1 Maximum Building Heigilt, Z!~i feet C WS Service Provider 1i Reilnired- yp~p Yes No tiN ANIA, N<~ l ~ IZ l ~1 _N i ; . Actual Slope: rcavatal N,n.~ Site P1, it: a r"~I~tat°ok ed t/4ot A- I Date. i C! t a ttt I'LAIN s"~a ?1.7 t.10..y aafl4J C.. PiV. b'w. ~7. ~a pct 1 ~c 5: 1t~q~r ~ 1 Not , ppllovcd 1 „tc tc d 't' o 5 p rood alt t Approved r 6 ~ j2- i. ~ $ r a,t b d.. t, ~ 3 , 1 t a . , {Ysa,p. 9 e.: t i ?-':,.1 T L l z s ~ks: r a4. t d, u., ~ t . L~ r~ r. ...4'. • rte so 6- 7 9 ii y S'rr ~ 6 .',t.. r,°,...,.ai- 7,, ,3>v. r „:a..S att:,•# ;r:.~,~~ rv s> % t .e~ ! i. ~ t s v r a. drt~tl ,,1{; , .),,P? 1 •jt,.:.4~l.szya sP,~ $a x + ti .N rid 6 ~fi k t~+ i ~~kk _ _ ~ , v) " W Eirr a. , ~ r~ir' . r. a..;.:6~:ei'axr.4+E~.aa.[,nhw.•t~~nss ar a.+ w. ow a.o u 'VEE33<DNl"T40N. lmrCDWNF=X::>KAE="mS,. UNIT su~1~014R*r 2 'Cl UNITS 1,685 S Q. FT. 3 BEDROOM 2°v2 ATH LOTS 49 - 3 0NITA TOWNHOMES NATIONS "E" UNITS 1,295 SQ. FT. 2 5EDROOM 21/2 ATH NUJ 114 SEC 12, T 25, IW, UJM ROUGH DEFERRED Suer1*11TTALS ROOF TRUSSES. FLANS, SPECIFICATIONS AND STRUCTURAL CALULALTION 2 4 LOT NUM E TO E SU MITTED TO AND APP OVER Y THE P OJECT ENGINEER ANY DEFERRED SU MITTAL ITEM SHALL NOT E INSTALLED UNTIL THE SIGN AN SUBMITTAL DOCUMENTS HAVE EEN UNIT r t` FtL TREES F1 APPROVED Y THE ]BUILDING OFFICIAL UL FE AI-'P1l0vJf°1) ~vF r3LflTT"'1 t:'' + a RECEIVED Eu 2004 CITY OF TIGARD BUILDING DIVISION ' W 4 T 'To 04 L I 1 U1 155.50 1 1 "SS S 156.11 4! 66.01 - 11.00 10.2" • I~ Id { { ~ ; A 'r' p> VJ C 99r r T1>U 153.00 g'. " z r s cv RV, ` r 1 0 ~4' SAN UJICO - TYP UJ 152.50 Y FFE 15°1.2,4156.43 16.36 " ~ FFE 151.0 lp 155.18 13.56 1 6.61 16.55° !U FFE 151, 11 156.44 FFE 151.24 13.15 156.11 15.15 ° U FFE 158.14 \V 52 X156.83 151.11 FFE 158.5 1~1 13.94 S `Z FFE 158.5 ° 11.12 '1 SITE PA REVIEW FF 158.14 a) -2 161 Cq _ FIFILDING PE 1 T NO.. ' 1NC; ISION: ed 4" RAIN DRAIN Q 1 equired SeY aekS: Approved Not A1~1~tcsv 158.0 Side: Street Side: -40 s Garage, Real-. 143(o Not A roved istr Cleraraee: 91 A ved Ppl in Height* R feet ~'es Na, WS Service Provider Letter Required: Received 17aat~ • f~ -7 _ ~ Cilb1 : 1NCF L:1'A1t°1 IL: N°1': Actaaal Slope: 'd-Approved Not 1)prrov s>v d Site 'tat . pF,t~~vcd ~t ed F3v: ~ t~aate~ dL- Notes:-7770 r~ CITY IFa TIGAIZ - SITE TAN REVIE W PUBLIC NVOf KS-, Street Trees: Approved Not Approved protected Trees: A)lA Approved Not Approved ' try; , , ~t Fat; r fi9.otes: