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Pickleweed Lane Specs Lots 44-48 Scale 4/B'' Date: 05-23-2004 k BONiTA TOWNHOMES UNIT A OUTSIDE + BPJ2 9-10-00 .-----,-, 1 ■ I 8 ■ 7 \ I I 1 1 ...k. %. ■ N ; ... i ,.. ■..", 17-4 C_r) N C 4, 1 1 p m 1 N A t N ,, = ,.... s t..;" .......: 1 I s', §.. 1 1 1 it - —1 ■ Lil cp I i i 1 = LO 'II I 1 1 NI cf - 0 1 0 , 1 0 - .---, [I H 1 \ \ I,,, 1 0 ; } CD c=■ II i m 10 0 0 ■ I 1 0 1 sl. 1 1 1k ,--1 —I 4 1 `So: ■ I \ is k , 1 I I i1 1 si \ I 1 k. I \ ''... - ----,-----, \C) /7-7 \ a ■ 1 ,I I 9-00-00 1 , /-08-00 -,1 20-00-00 Copyna gh•,:. (c) ConDurrus Inc , , 'PB 07, 919 .3171141 Hy pe=st Si Ieualelu eI BI sa;e_eul (ii I) lmevaisap dsora.s Wm arojrue. °o, Rg .544.a.su.Js atll AS Pi u1 V.ed uagacg 1aN g I. P •W ! sa es. •Mle la s^M^°cdi twesa. tnsN.Mt.° IC - au4 41F1 VL "10a'a 9`"S s S.. 9 1 .4 0 . .‘ 6 !.. , .7 7 .0 .� „ a.wur=te.ioao1o4 , `♦na vu , . .ralV1. 4 1''J. 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SS rut wnssa U6.s 'S 'pt{>o. xi 0.°c...,17.1.4 ...,17.1.4 sysI RfxeunI 8yts(s•i oak,' roses Yd " b00Z/ Z/- '.d.., `7- tt0f (� ' 0 as,, is ..7(SI u « Io „n u d Yl= C ( �' • + s>r+nys alalyst pa £upei ierwel w 6Ut6Pnq pedal( 7 �Z 6 • uw° '�` • t P ^ros=y •9 unu c,rs I e. qaw Of > s .x hlr» c.t e s4 4t sraravuna uetl 17,... 54.4 s&T�nµ � _ ati� a a sal'o'o,t}- ,ZL ' QZ ..1,VD -MVP : al IA c r , 4 a � 7e All N Nel 6q O{sP(o, I...WI(we d al o ^ U.I4op'Z PWI ...oil UJ4a Jv W slob.0 5 p41Ull o alie. aw pvdwelt{ 2 � 0., � � . .. . -ww4s se wee( .mid as al U6lsaq'l :.sstelou osless°a.,.y. q csuryn,ld pen∎ wet rr+s.a F t�Oe 'S _ ' . 'pa1104 esV+ua W sTZWa'sap{+ IeJeu :stmeni 5( 1 . ., 001:0 . :MVO -x P V LLI$a 1 i�IQOO aassunliS -IWVTI arc if $v� .,ZIL ZGIPD L ., o. ,.-3 's ; 410:0 I 00 —o0 -17 00 -o0 -t 00 -00 -Z 00 -00 -Z f 11 c Fcs -a • _ 4 1 a • Llloaans aurAOrld to £ "17x5 "Z - 3 e7 0 t 0 to E °3ixS -3 0 {3 0 Zt Hon • ' 3021 _> ixodns atainWI afl 4. 'NOR . 30,.ZT => S.21od1I1S q1TIILLV aL C Asa Il'Zi = 01 /01 `IVLOL a24Yds JO i HZ v . JSd 0'OF = (MOHD No 1101 HO 'IQ 1Id,69i JQ b X7, - 0 • 3Sd 0'Z£ _ (1)3000 dO,L NO (0'L )10 -(0'SZ ) TI :S(I11ou3 HoJ.Loa ]NIQlOL.. - - --- - -- __ ._ 1110 [J 30 i_x.Z :SUII0I{a dOd, - c "3 00 C1 iZ )VIdN ` 0VII9 Hl3ldS 'AZIS St - 1 -- ISVIIIDUI HOIS,tINtlu ug0`I -- ao a -,b isvas 5' MI sll07at cos lUSH{l[ 3- Vinlo - `(J 30 1 1I931'f717 3T. C0 Y3 x...., 4 C Z9TS =US sue�.L 111f IIII11111IIII1IJIII9111IE111 [IIIIIIIIIJI Aq indvl .Oa yndwo wsO; psOedaId u5p sp sTt {,L '°1-11 Err 4Ifi 1WUJ - 7 IIIIIIIII(1111 ,. 11111111111111 CampuTru(3 LUMBER SPECIFICA9'IOIIS SI7.r. SPECIE . GRADE TOP CHORDS: _._.B1dDTE_ DO'fTOM CIIO0DS: 2x 4 OF 41aBTR TO LATT.RAL PPORT <= 12 "OC, 000, DC LATERAI. SUPPORT <= 12 "0C_ 008, Scale: 1/2" J013 11A E: SAGELAJ1D BOI4ITA U P11.0 00.: JACKS DATE: 5/25/2004 DOS. I3Y: MC SI:Q.: 1723014 1 —D0 —DO 12 8 00V C- 2.5x4.3 A - SACKS 4 -00 —DD This design prepared from computer input. by I1111111111111 III III 11111 11111111111111111111 PACIFCC LUMBER / BC KEW !DE SUPPORT TRUSS SPAII 4' 0,0" LOAD DURATIO11 IIICRCASE = 1.15 SPACED 24,4" 0.0, — 1,00011R1 - - - - LL( 25.0) -DL( 1.0) ON TOP CHORD = DL OM DO1TOM Q(ORI) = TOTAL LOAD = 32,0 130 10,0 PSF 42.0 PSF WAfinia.E. 1. Neal ere Oemuxnt Rates mixt Weirisrgt beta,* cotatrseoehn of muse,,, 2. tare der and ere aroma carare for omrld b. adotvad art nA Gain W.A. s and Yynrrwrrs beta . consiruclhan comm1010c . 3. 127 cc.ay>n+.ata n most, trasn9 talc(0*irstal.d,.tore drawn•. d. ➢A 1 eta ham re n a>g akme +as area es arinperary as,d penman. bracing, moat bo 8esigrn a and pr uvided by des/gray ut cmnpn.. an rvgtre, ony0nnrs .c raa,s.s [la naepreaou6ty 10 soda txaciog. 9, ito toad cored b• a opned to eery cnnpun.nt wall atra at bradrj and Ingle preys art eoo 4kte, and el no tine *loud eery loads t "eater that design. ',ads be ep)leel to any anaperltamL 8. Comp loco iota re, contra or re and mmrn.s rw t...puna DRty taro.. t•rrirdlan, trardr'rrg, shipment and t steibdooc at conpencrrs 7. This .Msign A hrnistc d wbiecr to Ma knitrsiotr on miss d•sipns sot ball by TM is 11 16-43{ errTWwTCAto TOM 1.19 copies or Mich oil be t.arktcW by aornpctmus upon ,•quest. Gene Notes, unless cthutwise toted. 1. Design to support boils as shams. 2 Design assumes the top and bottom chords to be 'alma/braced at 2-C1 o or amid at 17dY O.c. tespectuely. 3 2c1 Impact t>ddilr>9,ottateral bracing � eqto tCm ed whuesn t 1 4, Iratatlattom at truss is the respyrslb =say of io respeciire contractor. 5. Design assumes trusses ere to bo used in a noncarrost a eaororvnerd, and ale lot "tfrycondition" et este 6. n Design asses lll u hearing at all supports shown. Shim Of wedge it c sea um , P eeeccltuate dllagei5prosed_ 8 G latates assumes shall hall he bs boated On hell, laces a( trusss, and placed so (heir center irons coincide with jeird center tines, 9. Digds indicate chic al plate in inches. 1 D. Pa ba5r lestgn values at The ConipuTnts Plate, Indicated by the prefix 'C, see 1.0,0.0. R.R. 4211. 11. The CnnpJTns Ncl Ssdwn Plate is indicated by the Nero! "Cli', the designabat (18) indicates 18 ga. rhatariat is used All others era alga. Trans 10: 51621 7.1.0 (LL) -2 I 7. mess 138 of alts slaw IIV'Past s!eus TB BI samone (g 1) lalevolsap rysn.ba,.r as wyeipeD Ar; • a'P . J3. Valdd ayp Ag PaMS.Putsl DI qd ooq wN. sroJndwa� o'll pN9-1c sq as tl?`is la+N.bo Lo-. 5o9 1.4 '1•^ twat . ■ a ti 1d1 Al . 1 .P 9 Z3'il 0p.0.0.1 aas . 4Wl M. i. s , saw; uo u641n Rug wi 011 074415 pv04 °491 1, Meld 0 41 A9Pai aAiu' ai1d sN1ndwoO alo P . tu+v 74.10 =lo.wiw7+1aAr isxlxls!s ;V a l. 77( soWuul (ADM ,ao alea.PVls7!Eo0 eso, w. �...,c,;. Z6QEZL (_ 'll • 'vault Salue�iu(o(yllrn ep[aupa s0uq ctnxv Aµlgta.o per+ =no tarp," rn patg 00 P• 81'd pue 'ssnq o Dale t e 5030 w.,wauo =.+ue 071 w or s tatc `` t 0 � II 'Z$ (d 9 p-sP}wld z oBeuee. ...ape 5,7711714.517 U5410(1 - L 06. 7‘ 0 0 icw nnsi6 spsq>Ja Ptu' „wµ a1 >Q p,Q. .,o :wwn0; �i( • I ' S3t1 •Alesiasan pus 4'01 L J04 Lots, omexhuoo 000 wp 1± 9FiI0'1' p.ol ' - I 0 � //�� • {* a "- `1 1! a6P++m.a ut +vrngs sUaidus 1010 6u um I ^7 sawnsse v8 �O '9 easel '01 sa r :vw, .m�v���.•sa V rr,L S- 1ZlrJX�l easel 70 „UOt;IpUW /Jp,lW ale on .- r A11,4 aq PO411 om? v R* ydatuuoiova 70700•K rilttn! paYM104 07 074 5095774saILn5Te,v5ty� g 3000 /SZ /U = 3�,�iQ v`1 »�, 710Yp 0•4104 ain 1 174Stn i 074 sI 70014 Yu vo4ei '4'P 450,0.4 1•7777,77.71.71 nw A sov. o s; :o epees .o cwmwl a. .svof purl UV '1' - 9� .`�' ^T' • • a 0x11.11 710(4'• Pe? U•4• q 1e1a7� w eeaSP W Pdw11 Z . .0.10.15 •„Hw v.wlr.�i ea wnw a m4 w:l :ca „ r�4 'c t � a \�t�� l /, / � ' � I adsae'ra 77'1 p ue 'aoJ aaouu atuuoo bra m� = u .6.ntrz O ='ONE '.3'11..3 , � '�� . . ,� V J // (0 panel Ville lr 0900 p'ns dose a Z v�us o F470.4 ltel ^ w�+ ^Pc ag pno.ts 4777•777.0, uop.�an W. 'S0901 -z e> . ^ �� '11Snys se spen! }mddlas es uPisa(J '9 •ttauvi W u.4aao,, as 0.004 O'4ts+M 90 s.)c;t N0+ss F P 't -7> ..4-- - q 0.' :0 A ,'. :palms ae7�layiossalun `sataNletaua9 -_ - -- :SOPI000.c , . -. . . I 8 - V SIP11 union anvg30V8 • uor tv CV, ` J � „7, /t :alaas vi 4:0.66 ' ,t 'p "3NI'i_ 5� fss Ili d� ' 6 y 00 -t10 T 0o-00-6 00-00-i • — — rte. I 1 • £'6x3 E'FS 'T - 3 E "6x5 "Z - 3 i 0 _ J/ C:7 CJ Ch U'l • .1 °Z • DD's . . 0• V �Oo' 7.i f ' 6x6 Zi r j. —4 • 00-90 -6 OD -90 - 6 074 090 :suoT'la009 00'01 u(I 'ZI :59t1V0BAO �. ;dS 66 / 3H C6'0 / 3(i 09'0 .0'0 -,6 d DIM � . d5 68'0 / 3H E6'0 / 34 09'0 ,.0'0 - ,0 DISH 1000 '00661 ') 1N0dd(LS 'IDIHLY'I .Yt7 C MI '0.0 «621111099 V821Y BN1(1V B •UOO 'D0.ZI => .L2(odi(ls T01O1LV'1 30 " .IS0 0'61 = UVU'I'Y100 • 8 Lt = IHDIN 0L = 1 33'1 OSO 0'06 = ON0H3 H01509 «D 'la T alzxss as 6 2 100 0'0E ^' (18OIID 001 HO (0'G )0(1 117 '4 98 X _ cT 7. -6 B.IIsTI AU 6 L D ...__ -- _ DI11Qtl6'I /6110016J110111.04 — P -1 9114110 3a 1 x2 c Ott- =E 1 :5(78053 000 • ZEZ =Z 0 Ott- -2 S '3'0 .0'1+7 €103VdS 06 -1 (0 010 =Z 0 0 =T 1 S1'I = 651191100I 5015451{11 01,01 {SlR ;iI2Sid '90009 3.334E 3215 a t: • • (10(M6 s83NO3 )10050 O'l0RIS ldL /!.6 3101 00'0 -.5 1)100 0010 3.1 SWI .L103 00 13:0ds WdOlUll - �; / 03 31 91 3 3 10 0 .,.... , 3- 141150'1'1 3- 141150'1'1 30 y . ,.a.,.....�.. � -.�. ,.., fI:�I�Jd - LZ3IS :Lai sueay ,I Ind ul o - ;ndo,o0 'WI pasedaad o Erlilildwn, / LIf1(UI�11 : . ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,i,,,,,,,,,,,,.:,,,,,,,,,,,,,,,,,,,,:„....„:::„.„:„:':,,,:i.. 1111111 1111111111 111111111111111111111111111 1 -I- `� 1 l I CnmpuTrus Inc. rte_ .. Scale: 310" JOB NAME: SAGE `�• FILE 110.: F -C2:; u CV LUMBER SPECI8ICATIOOIS O GAYIli 5/25/200 DES. BY 'lC .SEQ.: 172.3041 11111111i S12E SPECIE GRADE PAIH.L(S1 TOP CHORDS: 1 - 2x 4 - -DE -- -11 &RTR_._.1 =.2_ --- BOTTOM CHORDS: 21( 4 OF Y16DTR 1- 2 WEDS : om 2x 4 DF BTIUID 1 C7 TC LATERAL SUPPORT <= 12 "OC, 003. DC LATERAL SUPPORT <= 12 "OC, 110H. C 2,5x4.3 AM) IICHITA BOIT A 1 -00 -0 F -GE This design prepared fro, computer input by l. 1 11111 11E111111111111111111111111111111111 PACIFIC LIMBER / DC LOADING LL( 25.014171( 7.0) OH TOP CHORD = 32.0 PSF UL OH BOTTOM CHORD = 10.0 PSF TOTAL LOAD = 42.0 PSF C -4x4.3 4.0 C- 1.5x4.3 PROVIDE FULL CONTINUOUS BEARING 14 -00 -00 WAat�tcs: 1. Read sd G rnerd Hato aord Wonigs before construction of brasses. 2 odder mud ctanlws crxkrecla f oh opl pl.b•h W el G (Mos hid WOn. ,ps beat. 000,001 ito cot/ororxa 4,21 ex 010... ke v W 1,r4.3ay «oast 40 knrz tea sen.va o)o..e 4. Matt hof fcoca tdotbry d= marts scull es t anoissry and bracmy, rust be d.slomod 441.1 t +ar ldad by d.s401a of cnlr(bt. srnrlw< a41"4111v4 cstocon 0 no rasprxc:tifly nor s nab M.<yq. I. Ito bad Oltncbl be rgrpiad fo nay compcnat wag Aft m ad back td aced dao4en.cs ore m41444., and at rot tins Mould ury Watt gnat*, tIon dos'gn bsa:f o Its „need 10 dry corporr.n. 0. Cnsnpalntc Ins no «girot and sesames no rosponct Sty tore» 1 tvndcs, 00{010011) oral slsirdalionof PP rnpcauellt.. 7. tidy drolgn k: Ntffi h•d n0}vct I dta k0kedona on trust 400+43100 eel ball, try I Pt In tk 6411 w T P10WT CA in WS) 1463 evyl00 of which ri b. furry lad t,y c«gpunra u pars requ.st TRUSS SPAR 14'- 0,0" LOAD UURATIO!! IIICRF.ASE = 1.15 SPACED 24.0" C.C. 7 -00 -00 12 - Nlfl.00 . C -2 . ;x4.3 Gable end truss on continuous bearing wall. C -]x2.6 or equal typical. at stud verticals. Refer to CompuTrus gable end detail for complete specifications. General dotes, unless otherwise noted' I Design to support loads as shown. 2 Desgn assumes the top and Dolton' shank 10 be 10)01.)0110 tcancd at 7 -0' o c. and at 17 -0' o c. respodreely. 3. 21)4 Impact bodying or lateral brar:inpQ teguitoti whose sty «+ 4. llutallation d truss 19 flea raapon rbOSy of rite respecllve contactor. 5. Design assumes trusses are to be used in a noncortvsive erniroment, and 0110 (or'rky rnrdimrr el use 6. D assumes full bearing at all supports sperm. Shim or wedge If cessary. 7 Design assumes adequate drainage Is Irv. bus ed. 0 c , s coincide of iI be tocatid on cJt truces of buss and (.tau th so ei center Hoe lines with Joint cent Mc Ones. • 3, Digds imitate sue of plate to lashes. 10. basic desin values t) the CoropuTies Plate, indi✓ated by the prrie C', sea I.CBU. 4210 11. 71101 Compulnus indc Net Section Plate Is at eel by the preric'CN -t � desigrtatar (18) indicates 111 a. rnakrlab is used. All v B are ' Trans ID: 5102D 7.1 4T(1.L) -2 , X EXi kRES..r.Ci3WOf' -k ,• ,. - e6 pl ale sfe+{tn IN ,T s lepwiew Rl ..i •9u {001 wi 4,61�P - r++rha ln�ul cx bu E M I '649.N3.r,JatGayl19F..1 - !a151 ( � elduoq�SlaN S , ULlim-IDDay1/L rx) �ME+ N.:11.1..000 sfnss�a .10Jv0,MM1- )l:elI1 4 1 1 LZ1 13 91 y ,T1 .';. 1,','I ' l41 .Thiat,“ ..p 45N) W Ao4P.1(' 1.41a1 r..1 pa)suua.t 5) oc-, op sp)I .1 >sJ37d ayl kg 1+P1ea ,U1'a7eid sn.ln,Afxr�:,p to semen Uolsap slsvq ro�'D) yl.,vurd..rw t aaiwr o P's 0oo i i 'a" JP,+U'V "rl°?"r) d 0 E z L j - V I S .sa4�W w )n azis ers , l w sLBp •s - 0 , o)ApVSVo-isa.∎w...... pr./Jou ou azg... vina.u�, s . ' s? , J 1 .:.�Ua7 tun: 0<11 epouloy savll listua401, 000 01 0.0 0 sP. _' .61Uaa Jr, os paaeld p+.f voe . saael Toy uo ppaal� l eq II°"Is -Wield - U6)»v 1) ia l r .rJ R*aW lu. gKnle awn 0a In P. :r=tdw«, .,,, 0.,..17 DS 1 ,So 'sal �� pcpvn sl 9600 lelp a)entnpe sawrssn op -1 01@ pun W. c..1.1 e, gddk. ',t aJ2,1 pJa6 P' 9FrK^I• °41 0 1l ISpaH.at�ag'uurrls 0ln<Sin01I0 le 8 J9 010 4 W15 SaU1f16Sat19S014 '9 - X109504 0 A)E e.u,.as... 0„04.1vt1:v. T---.) (45n in VagiPUYS Alp. ICI ere pue >.n..at,.l•F S w r.ut;.p Rq wwwaxi pali v l...a• ; yuew 7 smtoa-gou ev! pasna al am sess s cai r, uo uC,sat1 _s u , u.a ., ..e,... ea ...a , x t.w..5 .l ,. w=.in'r 6067./ Z :1.1 .tea e / n ))t ,? JJ\t { .-{X =1 t s � n puq s , o�u. , wu r 1 a,.. l tl?m - .->^' �-]`•-••'_ '1ol:ie e �.fll Nl odsa xt assn uop �s + I y • w.,�l. uvq.K f>+lF + �l Is., arnug4 , d , •+�c�f 'F ':e ns -.ev ++Wnl{s a,aayh t,,a,l . Ji 40 N , � 0J 6pt{lo 6 wdpug E awl p 'C a1NLLW UOnan.mr l.Qa @qJ...M '3.D-3 • '01d'4'I33 =_> + 1 zy0ae1c4Ane, e)el a9 of serty Pt:e 09014 salimnse uOSo.d • v+ 3 roN r. 0 x=1 00'0 4o na4 : r°' O 4511 0 wing ' 0 ta` �J1� 2 00 00 no semi +lo6�rts utli L � esmu fow+h.+nm.rot.q sa.nu.M Pu•°vwNP•^r.aW Way ) _f -� J .s z, .p'aWU aswJat((0 ssalun ' sPio)i feint , swrruatA 1 5 ' 97.: � .. w �. . ... 99-H V ,11101 11,8.141(9.1 99NI IDlS -3SYVII 110P r---) ��J �� • .ZII : f 9 1`..-) 1'109 r / • v 00-Qo I . ?� 3y _ 0%\ � yJ 0 -a0 -E 00 - 80 - 1. a11aa ': � � 00 -90_7. 00 I ;O -b - 0 4. E'toKY -0 2'4F5'Z - 3 €'Yx'Z - 0 C'xc - 0 E'4xS Z� 0 t .r - -,/ t o I — o U U n E'4xS'I-3 u,'1 E'4xi'1.-D V 00'8 0'6 zi00'0 33S 91.'0 / ;8H 08' 0 1 RI Z5'0 .0'7. -,9 8 04B 77. E 6x6 7E (uctll s7 aqulan IL �iatae ddS 9A'(1 / 91I 01t'0 1 30 'L9 00'9 I 7 J1IN — Iexa�al3i�s 09 ye Ien3Sa so 9 ZXT-0 In 'as1 0�roiui0d1I U'3oV Oulu3fl ;sltocl�caH 00-0T-E 00 -OT -0 9 B 913E ..0 `Z i .0' Zt 059tt111113110 7,7.E = 11011-( ZN = JATI „0'Z -.9 8 1 IYJ a0'9 [ d 111Y3 t(on 'DoPzt _> 1uoadlls 'rvua,lvt aff LI '1100 '0021 _11 .6210dd0S 1 l'1 tVT 31 T1 96;,..1 1)'Z6 = QVO'F 991,01 t - 1 8101VLS 90 6 k7. '' 0 = 9 1 dSd 0'01 = 011600 3 ltd 9i3 4,... K _S 1 353 b 010103 101 110 (0'L 1']0 +(t7';Z 11 `1 1 t 89419T1 30 V KZ - - . . - (113(193 5I =9 U BS' - S' 9NIflV0I S _ii / IB .[ 114809 9 - Ei (1 d" ' - - 901- REM X =C H BS- =E 1. 1110'00113 a91 58 =Z M I = =Z 0 4t - S, '3'0 .0'117. 033V.S 10118111'3 800113:1 _11119110 37.IS cy... 9131 - 11 II =I 0 I) =I E 9T *1 SV 98NaNI Nt)I1V110[f )01000 St1oIZY0I3I6Hd0 u Iu+n'I \ �13N6 S 011 838141i4 11(91115 IdL /L6 X30 .o 'a L IIVdS 55110E _ a o ... _ ,.,,e ... , > 1111., �< ..., - <..4 ,. •_ . ,.,. ., Z_ t 111).30 •rt.,. al / 813114101 a79IOVO E... ^�.i /t.�ff�/ ff ff I n9 TS 0x11 sc)u1,I 1111111111111 1111111I ll 81111II1111111111111I J ' li 11 FR �riov �a�ndu wc ase ia�d �f i�ap situ "11111 sr1 lI ICI1I�o;� , / 1 i s 1,UMPEtt SE'F.CIF1(AAT1OHS PARE S1 SIZE SPECIE GRADE TOP COOK/Sr I -2x--4 - --DF ----- 111611TR --- "( = -5 -- 11071 OH CR011DS : 2x 4 OF 41111111 1- 2 LEEDS; crm 2x 4 OF STAND I- 3 CnmQ�Tru Inc. O PC LATERAL SUITORS <= I2 "0C. UON, UC LATERAL SUPPORT' <= 12 "OC. SOH. 0VP1111A11GS Reactions: C -la2.6 or equal at rtan--slructural vertical members {Neel. 12.0" 0.0 ' 909 636 1 1 -00 -00 Scale: I/9' JOB HARE: SAGELAIt3 00 FILE NO. D-i'ARTGB DSJEE: 5/2!;/2004 DES. BY: MC SEQ.: 1723039 10 -00 -00 0011ITA U1111 A - D- PARTGF 9}lie cdesign prepared from computer input by I 3111Ilil111'I'11111 lllli'Iilllll'TillTill PACIFIC LUMBER / 13C C -4x4.3 4.0" 20 -00 -00 11.4 25.01+111.,1 1.0) 011 10P CHORD = DL 011 00TTON CHORD = TOTAL LOAD = 140.ptitIG 1 . Read el Gneral liaea wl Wvnctgc btfur. s urts1 c.fi r ur trust, es. 1 Sunda end nvcUm so gee -etre should be edrlsed elan Ometal Nola laid beton, cw.swcu "n c..run.na 3. 1c9 w,m5,"5cwn oeh Loa.-t0 must C. lnstatSe4 v41Me 05.0.,0 1, 4. 11 tat .red oe resisting atm 15 1my050520..1pin - 0.141V 1mc4y 01451 b. d signed rod poo.9dod by 0.503.5 etc 0015 Coc,p rs41.t.wc nn roc po tibier for crock, Lrarana A No bad stwdd be hpf4 4IC 11119 compom:en oral ettet d bredry and le sic err a roe c atykf end .t so tiro elsoIt 0.0/ toads P.N.r than deelan b ado 5.• eypbed t.. dry, ionpnrrue: 6. COtlieLIT ltls 1145 no control over and asarrrott cre ropndb1Ry kr the tabr}rliert, turvinvj, StKn•N >dd itslelauan.4 eo nnorte ea. 5. nod: ,b.tanis nrntsb.d eti6ad la dt, Gnil"1tons cat lnrcs d.skl'a set forth by 14i 4. rea41 en r OWf U No H5511-03 cent, a et ahki1 031 La n+nish.d by rampti1 tus tbson t efpic TRUSS SPAT( 20r- 0.0' LOAD DURATION INCREASE = 1.15 SPACED 24.0" O.C. 10 -00 -00 12 Ne.00 32.0 PST 10.0 PSF 42.0 PSF .1 0 0 RRG @ MU; @ General Notes, unless chemise rated: 1 Design to supp.t bads as shame. - - 2. D tan assumes the lop and bottom chords to be laterally braced at `L -4T t,.0 and at 12 -0' 0,0. te 3, 244 impact brItkjcrya or la!er al 6r acingq )red where shown ++ 4 tnstallaaan ci truss 1s the responsibility o d the respective rsatnactcc. 5. Design assumes trt.sses at e to be used rn a r»n•ocrtoscse ufrtrenrnent and are for 'dry taavt54on` of use. 41 w . Design as es (ull Deeding ai all supports shown. Shirr or wedge it ra weary 7- Design at limes adequate drainage Is p100014. B, Plates shall 60 Incited on both races of tins, and Ftaced an ttrnr center rues co ldr_Ide with jdnt center Hoes. B, f7(J its irdlo.te sae of plate L5 Inches S0. For basin dosggn values of the Comp Ties Plate, Indicated by Ilte {earl( seel.CD.. ft42 or 11. The GtoleTrus Het Ptete Fs indicated by the efix 'CIt' the 4esignator {78) Indicates 18 ga, material is used. Al a ate r ir ga. DEC 97 /1PI SIOGIE MEMBER FORCES 441RG0 T 1= 0 B 1= 827 W 1= - 276 T 2= - 1099 R 2= 030 W 2• 559 T 3= -82 W 3= -280 4= 4211 T 5= -1100 841 RIGHT = Trans ID; 51621 7.1..0T(11.1 -Z 5139 BEARING AREA REQUIRED 150. 1111 0. - 0.0" 1.35 DF / 2.06 WE / 1.98 SPF 20e- 0.0" 1.34 OF / 2.07 13F / 1.97 SPF . -0 ..e X 04 4 a r . p P i kl 9 9 Sl SRO odm .e 'Ll u .. atb EO'4 ,. .. .. • ... , ::e.. , , ..,. ..... _ • ., , - - z6 are sra tlo asn si nr w e6 sa7 ) X`fEUiVs-rP z ..a,., „ u „ tr.a , v, ` .1 a td 1 tas a e ao as sr L QJ a t%, s'4t 4E Prt•t tsna Ya17MdL' I6%Hti iu%A9 - I 17.7 21Ii [fH I aas ,a. v+ >nt wca, au,a w. �aay..e w of no{ t>w' n Wi=n • =u 't i, x04004} atq Aq p 0°rp �I 'leid snr �ndd xri aiq 10 san!et, uG,sap asrq rod 01 1 oteana.” Jo tioprro., Poa T Yr?riry l>: <aal.aE'• 7 L ' •(�.i� �i 'sa46ui NI 27et1 toazls ayeo:.Vu/ 6!0 �6 ., . ,6 ,..>daat w ,awrn - 4a sore , 0 i.un .,u soy s,utra,noo . a s:uil ua lua a lu q(tp!N, appwuo san'I wxn &im drm ar p:, �xtx vq etwq 0%00%darn OS paoeld pua 0-001 do paIEEcl aq limp n 8 e e t vQ �F,ro o� «ts «vu av au t+,v '.y huge .s e,ar.t :. 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A '0 L z7v.indwoo to vsp),De n I puz 7u.wg4s'AzswcV twpa�u�q . sa11x11 16 air:{3 p ans:l�;p1r sU a,u w �wns�e s.. pw „/,.o 0 . 7 00. ou,s.y orOvr a„o� .B L A C) c Z C 3 S scull spar ;Up; 1-111 apn■163 scull 1. p vv„o,>upo.u« .1 py,t .q , P.°1 `' ,vlu ,�a,H os p:oeld pue 'ssftq o so:-..¢1 4107 US, Il pp 1 —�I or{ s >�e1d '9 D 'Papy.oid sl:fielpep ow:lbw a saWrvs9e, Amen ' vas>P w,41 sre..5 V..if,. nul.0 yz r '', 1 °t 3;I X E I • S Q _< Ates5isC.1 Pte Eki>°}q L. w11 RIO; H w d.b vU.d.o km al ¢zg .:1 moos 9•q yti 'S 11 aEpal,m wigs '.v.n1{s swoddes lie le Buueeq IN sauirrse ull - 9 Trgxw =,.a Q mI saw. , se out. asn la,,pcgpkme lJp, to { ale per - .nwlv,s ayc y, root ; Aq p•pUO14 ran p• 1s•p sq lv,u, ' r --.> Wawaaw AuSO10 /tlbW c u1 pn 1 aq as w sasstul %awns. talon :9 � �w rr.w+w.a „rv- weu,.1 sc r�..,�, c>nm., p G O Z /`, 2 /4 :'30.0[7 rr f � '",`S '1 .1-72,111, 04 angrodsal a1 p AP �aalsucdsal a s W,• Oars. s N ^'w P•+•ai ra - P �� V V�� 5 3`�i lc fX: t ++ 1Wq,{s a1ayvapanrbal eupeiq le.69e v 1 0:6 uo iOF u l 1' c 'r uw4."1 uuW wtt=l=+4 °a 1 t}swq.p va +.,due o £z¢ t 'Nai4pxls9I' aZLle .,.w.w 3 "Ohl 3'1I3 0 1• lepeae{9 1 liw°lal aq el sp1op 4iut9q PJe ya SP00 uCYs-. P rnmu.a Y*ta P•W Pt,n,1s.1.r.t.w..I ,. Pus -)'pF , s,' - , z L em e sstt rgo seen' at u6i L '^••� Oofr1u/s uoa« 1 Wx4 se 1pu N� 0 =o 1R 04¢+04 -} _rte F+ 117i/J45 eslrntay{o ssa}un'satatt I�auag l'snlar tvm - 0 - V ; WIn VLI1I00 0NV'INOVS :3F4HK 80C 0 z4 ,,,;;/I :ateoS �.n I " N O,. 040 y tom) 04`00`OZ 00 L n 'OZ�dO� 0 6x0 Z L`l.XS Z f' 6X5' 7, o • - , n o 77 ca trt / . z.,.//7 , • • C FS I -0 ./ . ,7 1' 6x0' l: -0 7 • • o0'9 \ .0"f7 j 100°e • z T €'bn zc • 00-00 -OT_ 00 -00 -01 • 9 C8 BOG :sdofr]J 3 ' d5 L 6'I i Jil L0'6 1 30 - V£' ,.U'4) - a 99H ...9'' t) ,.9'ZI. = S9tivvi395.A0 dS 116'i / 3H HO•Z / as SC[ .0'0 -.0 a 004 (Hi 'bsl (n4InbS11 M MIV 3 ' 1(0(1 ' )0 ZT -> 1,1IOddl1S `IVH0iV"I 320 14041 • JO,.ZT -> iliaddf)S TIH4IVI 041 - 618 = d.I3Hti0 T TB -, 5,33'1 3Sd 0 - Z6 = OTIOT TH.L0J ISd 0'0L = 0210113 N �G io oo `I1 6 QI(V75 20 a 303 0 '21 = 08003 301 440 40'L )'IatIO 111 Z - 44341998 30 6 xZ I fiUd i - =5 y - - - - Ottl(TV i- - -. -. - - ? S(t4IOIId. KP 6Zi3- =1 ,L S -T 1118818 341 4 7 Z - 0 03 •C 41 028 •L 1 �'0 U'YZ Q30Vd> SONOHO dal. 6SS =7 H UCH = a Z U 6609- =2 I IS1`vpnlid 90V4I9 313330 3ZI5 9(2 =I Ii LZH •T 43 0 s1. S 5T'I • 3SV303111 tt0I3H11n0 t1V01 �, (11914 03042103 )130H2W R191I11 Id,L /L6 oin x0'0 - 11030 SSI11I,L 6It01,L1r3I31_70dS 0901101 - - -: J .. -' A , 04..3. .: . .... ... . ,... . 3- I'7ii.10' T' L 30 / 0'301403 JI231303 E "u /\/\/"\/t/ 14995 TUT $1-T'3',1 1111( 11I1l(l Illi If1 Ii 11 3111111 i HlIIriflIIHIIIIIIIII A ar -du'c z al.ndn ro u z on u./ ; pal 61 sp sI tt-L . ° L-I1 BRIT - rl l WrD. 1111111111111 brimpuTru9 m s�'x 4 LUMBER SPECIFI:CATIOIIS IZE SPECIE RARE TOP ClIORUS: ' - 2x 4 - -DE' - - 91d:BTR -- BOTTOH BROODS: 4 Dr A1C1S'I'R HERS: OF STAND C LIB RTIAL SOPPORT <- 12 "0C. 11011. BC LATERAL SUPPORT <= 12'0C. 0011_ FE 50 DATE DES. Scala: 112' 205 RAMP.: SAGELA0lD NO.: A -GE 5/25/2004 BY: MC SEQ.: 1723030 C- 2.5x4.3 k _k 1 -00 -00 BOIIITA UN 0.00 12 A - A -GE This design prepared corn cey4pu.ter input by 11111111111111111 (111111111111 PACIFIC LObEBER / DC 4 -11 -00 wnxxst,s: 9, Rod al Gerser'd flutes and Werrtiortv bacon onnsts rfkm M vswses. 2. Bailer and er.roten caber actor al be advised of en fimard Howes mid Yiorring. berets oonsvustton cowanereu es. 3, Iva cenneseeS£4.0 rcL bras nuq t» bstoete whore et,oco,. 4. AS tai cad testa. essisfr O dementssuds es tunacr'ary and pauenxrA tensing, null be designed and provided by designer . ci gems:este suur:nrw Cows, airs w ssarnros nu les pun esbsay for end, bracing. 3. Me load shebld De rlipfed Is arty component nt cAl niter all keaeng eras fastactors are aareLle, end at tars tiros shonlu terry teaks ffader !fete deli bob be o,Frad t" earl oar run eel- E Carina nes Fres e■ carnet moat and <ay.. c tae nepoasevihy (at the eabedennxw, haraderg, ch;r ant mad insta5stsorr of compose .. 7. The desiP4 b fnustr* d TVA ea to me Mitotic,. at buss due ytc cc loath bylFlln Fiba 1 cc D1Yl1CA to bc3t 103 coplss of which si be hrrished by Compote. upon to ptst TRUSS SRO 9 10.n LOAD DURATION LIICREASS = 1.15 • SPACED 24.0" D.C. — 1.OADIBG - ---- -- LII 25.0) +DLI 1.01 ON TOP CHORD = 32.0 DL 011 BOTTO1i CHORD = 10.0 TD'1'AI. IOAD = 42.0 1' C -4x4.3 4.0" C- 1.5x4.3 PROVIDE FOIL CONTINUOUS SEARING 9 -10 -00 4 -11 -00 PS5 PSF PSF 12 11.00 Gable end truss on continuous bearing wall. C- 1x2.6 or equal typical at stud verticals. Refer to Compu'frus gable and detail for complete specifications. C- 2.5x4.3 1 -00 -00 General tibias, unless otherwise tatted '1 Dasi ip o breed bads as star an. 2. Dssrgn assumes the top and bottom chords to be leers *y braced al 2-0Y o c. and al 174' ace. teapecIdeetly, 3. 2r4 Impact briddteg + kalarat bracing required where ahc+Yn t + 4. IrutalluBxr ci truss is the resetersibintycl the respectr.'e. conirtctrr. 5. Desiun assernes trusses male be used en a nnty conosee errironrnent, and are for 'dry condition' d use, It. Design assumes tell bearirid at all supports sfivxn Shim or wedge if n eoessary. 7. Design assunwsadoqquate drainage Is provided a. Plats shalt Ire lor. on bath faces of buss„ and placed se Their center Lnus coincide ruin pint center Fares. El. Gtgits indicate sire d plats rn inches. 10. For basic elusion rrehrea of lice Garnpoirus PIaEe, Indicated by the piufn 'V', see 1.0.5.0 R.R. 4211. 11 ThecornpuTnro Plate is lndrFated by the plefix"C1!" the d , esignator 44 P4 odrales JO ga. material Is used. All ethers are 20 ga. rn Trans ID: 51621 7. 1.OT(LL1 -Z . , , . . • '., (C>0 611..11.11aEl 00 (.7) - 1 1 -48T-.14d17Q ---I . ..... c> , Scale: 0.2074 mate: C9-1.7-2004 . . BONITA TOW\-CF9 [UrIT TYPE "F . w Is 40-06-00 1706-00 39-00-00 G> , t 1" (7) , CO M , M . CO , .-.1 1...-. . 1.-.... . l'. . 0 . '0 M 4' , , _... b.. , : :-7-1 : ',,=.- m ., \1 1 a 1->t i . , , . — 01 co I ._. 1 m C> , _ C> a a a 1 . ' n , , . I . 1 L o) a . CO a 1 . . , — LL 1 _ . I — 4 , I 1 - 5-00 39-00-00 ig -. N.-- . . 4. 40-06-.00 . 0 ,..., . -.... c, . , c> 1111911 verszaw I.UHRER. SPECIFICATIOIIS SIZE SPECIE GEOIDS LA8E.(SI 10P CUOAI)S: 9 - 2x - -- 4 1 F •-- I356IR_._1.5_ 8orT (frf CHDS OR : ! >2x 4 DF kj6BTR 1- 2 ' 2Y 4 112 STrd 11 1- 3 C7 TC [MERAL SU1?F5011T C- 12'OC. IJ0ll. DC [AMU SPPPORt <= 12'0C. U0T. Ill oV8TUIN US : 17.0" Reactions: 90d to 1 0 d C©mpuT'ua [FBI 1 -0 0 -O{l 11.0' 836 C -1a2.6 or egaal at nun- SL.n1ctecal vortical members Iuob } Scale: 1/9' t - " J00 t4A11E: SAGELr0r1 I10ULYA c� `.[ rT IF. ITo.: -IMMECGE EAU.: S/2a/20 04 DES, I.1Y: 140 SEQ.: 2723039 Tltie deoi90 prepared f ruas corysu[er PACISIC LUMBER / 9C LL{ 25.01 #118,( 3.01 013 20P 0110890 Dl. 019 B0PIC34 CHORD TITTAL LUM3 20 -00 -00 1l t � t TRUSS STAR 20' 0.0' LOAD DURATION ]IICRERS& a 1.15 SPACRU 24.0' 0.C, WARING 1. 31.4 ra d..1•MJ*s4 andWn.4,yr l,sia. c.cul RI .6as alt.... 2 Rra]n nra a. oHw nacre.av ,h sold be .dvtw.d 0.1 r.d Ws., ai4 110.6✓.V0 aauncnrsauctw,nann.+.r+?. 3. 1.1 shorn, •. 4, Al he ad 1.aae r.rbfNS Irlesso re. ...a.httroonra+yendpvroo sGwk , aa.W Mdv'uy..d andpvw1 by As4M.r of >OH d.K• ..°v.l.. wch n..uhp ■, he My many ores pe a0. .a1411 alb. al l H5*H n d 1 a.r. >p c nsall4„, ar.11.c tan Zia ..41 arra1.3. p. 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H. 1:4236 irvilt.e Sae of g.1.1..1.41 of C ea sal 10. a ha51o4.i nralutsaf ee Lrlpe Taus PAI., ledlc Clyie pew I I. iha Conm+aR s, Mel S.1 c. Pht1 H i�alw3! x16y Re pp.dI1 'CV", Or, 61_ Ipl atsa tl9 iiefiCOes 188& nalual is mei N ub•IS ara t }p. UPI UsC 97f2PI SFNGLT MEHRF.'R FOXES I - 0 8921 U 8= T 2= -1099 8 2- 030 11 2- T 3= -821 R a= T 5a - olio Txano ID: 51621 4888800 -276 559 -280 L6E1 • 841 Plan' - 839 DEIiRIUG ARE# REQUIRED 184. 1T8I 0'- 11.0" 1.35 OF / 2.08 OF / 1.98 SPY 20'- 0.0° 1_30 DF / 2.07 8981 / ].91 SPY P xCrFICiUwBEn 5036355947 na/n/oon4 T e& Cgar0saay�naY � a.Pi.sre- opus {B=1xpatfipmp -0. . +., 41.1. ta..=jrq C> .11413..x9 .0q h4. 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