Loading...
Dune Grass Specs Lots 33-39 ~q 00-00 ~T auTS~o~ ~S~zTS ONLY rn D 1HIS GAME dz~u111~z> 1 1 o c ~ 1 t 1 1 l t N O3 r 1 ~ t C-,? n GJ n N O o , C N L H G O iJ U L O~ T G O 41-00-00 ~ 14-C0-00 THIS GABLE ONLY AT OUTSIDE UNITS n U ~ ~l7r~T l/'7Zr ,'777.s~r7J. 7nzr ~ T~F;~ - - '9TTr l7rTlZ/I rY2*~T~i ~~T Ja~'?T~~ ~ °C) LEI n, O n ~.J O r--~ O O cL~n I - - a~ F--_ O~ i ( O O D O CD O ~ I O o r-t i - 7Ti I LIJ °o I ~ y t- m I i , I ~ C77 i ~ ~ I i 4 I ~ i I u CD u Co y 3 00-00 ( I! l 8--.ta`7 ~k E9~'s` ~3~ . This design prepared :ram -,,,puter input by PACIFIC LUI BER / BC Vans ID: 51621 I.1111B£R SPECIFICATIONS TRUSS SPAN 4°- 0.0" LOAD DURATION INCREASE = 1.15 SIZE SPECIE GRADE SPACED 24.0" O.C. TOP UORDS: Ti- 4 -DF-- --fnBTR - BOTTOM CIjDROS: LL( 25.0)+DL( 1.0) GIT TOP CHORD = 32.0 PSF s' 2x 4 DF' S1&BTR ~r DL ON [tO'CTOtt CHORD = 10.0 PSF HENS. TOTAL LOAD = 42.0 PSF n 2x I DP STAND TC LATERAL STFPPORT 12"OC. UDN. 4C LATERAL SUPPORT 12"0C. WIT. 12 0.00 C-1.5x4-3 0 t 0 0 I C-2-5x4-3 PROVIDE SUPPORT O c - b I 0 C-1.5x4.3 2-00-00 2-00-00 1-OQ-QO 4-00-00 G1 C: Scale: 1/2"i cv JOB IMME: SAGEI.AND BONITA UNIT A - JACK-CANT 0 `G{3 ' i wnetatcs: several ttces, un9uscerx se ml=d. ~b 1z, v.. C Read 96c-ual Hues mi Tf&74tgs hoes cnt~mrtixt Wtnasrr. 1. L~slga to s:rjgv fmds as ~tmm.- - d r ~4 .s= C'' 2 e.,a~,r rdr coon som,.ctu sties«iv,sad of uP r+<r«rd Mx~+m,m 2. Oesiga assumes the tap and t#fom ctionis In be lelerallybraced at -fT 2 7-0' a.G and at 12'-0' o.c. res r'` FILE NO.: JACK-CA14T N 9. tra web 6rari.g m,~riwt,~sia~mafrcr. sr,amn 3 2r-0tcnpad bddgrrtg or latslslh2ci~rt,g re road where shovm+t hh A. nsiaRatinn v1 fru_u is the =19-b., are7 the respaclPta ccntracGrc tr a. os Ysena csr~ nstniig.kmrntr s.sh e: t~egK.v.vy and p="n"nrrc ea,..#~g 5. ~'t aasumrs trusses t sad In a rrxroo-rob'rre emhmnnvird, r~ DATE: 5/25/2004 „x e.d-lq.1-WF-i~ tyd~~wr°P=arptassarKtura. andmfor'drymndifron"0- c«r.p..rna=ss,r.. - r.mw+.a.srv in. ~*wh A**6.s. s. Desi7n assumes full :,-mg as au wFpo2s sho~m- Shire or-dje if 5.%b li-dsT-Jd 1- KA-d la ary cu"-L-1 +a rr w b-ks ant necessary- L=X('(~{FS b/3010 Q: DES. BY: VC Fsstcrxas a°~.p7uc, r ro cwi+st.nnd an f 9~ r tlm a.s~p, 7. Dian assumes zJe~dale 4ramage l'"ds b° r° i5 prvnded.an eN -C" S. Elates shall tr_ tnrat { on betlt laces N truss, d graced so their center mo"t' lines crincide with joint crater lines, 1'723045 fl. r° q Irns has cu d o and asnn»s rw for the 9 Digits indw.d size of pt+le 1. inches. 5 EQ - tabr{sylwq h.r,dina slilxn!rM e°d tiuia[aG"n a4 saint +n"Ms 10. for basi4 design val,ees d the Comp,,Trtrs Plate, ind`rated by the r:refrr d. Thk 4-10L, 6- tu.:shee s,c}a to me 5ntetior.~ ca, avzs anu3ns an fwd, 'C, see LC U.O_ R.R. 4211. - e.yla+e,tae-statt~vraen:.ecv"I-ples at ~ kb.41wM1.r,rsh.a IE_TAe=P,,,Tn6 Nei Sr -Platy is in&cated by theyvdu'CJF'Nre designator (1 nd.,.-a'es to g2 material is d All others ere 2b ga. Z 3_.+~~7~3$..~'~Q This design prepared iron: cor~siec input Dy ~C [t 1 S IF ~ I 6 ~ "~Y> PACIFIC LUMBER / HC `Trans 3D: 51<621 7.1.OT[LL[-2 b11t4F31R SPECEFICATIONS TRIMS SPAT( 4'- 0 0" LOAD DURATIO11 INCREASE = 1.15 SIZE SPECIE GRADE SPACED 24.ne O.C, TOP CHORDS: 2x-4 -M-- AIABE- - - - - ---LOADING- - - - BOTT014 CHORDS: - - 2x 4 DF 910TR LL( 25.0)0L( 1.0) ON TOP CHORD = 32,0 PSF DL ON EOTT014 Ct{ORD = 10,0 PSF TC LATERAL SUPPORT 12"QC. U011. 7'9Te1L LOAD = 42.0 PSE BC LATERAL StH?PORT 12"OC- UDIT. 12 3.a0~ 0 A O O 1 m PROVIDE SUPPORT 0 D a 0 C-2-5x4.3 ~1-00-00 4-00-00 10 n, r JOB I] WL 1AM.C: S - cv AGELAIID Bt37iIPA Ut1IT A - JRCS:S ~ NC ~ wawr~s; General Noffis, unless ctlrenvise noted. ~p C). {=F'.~ 2 '~Y- - I. Read 2A Gsmni HA.x NA Weniaaps WQro aa.strucatn .1 tr\L.4i5 L Des=3R to summit bads as Owwnr 'Y ti v z eu1.a,..3...~ru,a K.~rim oo.~u, yon st.o.ai -d ar.e cm.rnl W.. •,w 2 0a n rsum es tl, tip and laatb m. horns to ba lalr tf braced at G F1 1's C10. uriCKS wHrw,pz boas r'nmh+x'+iun commulcm 2dl~acarvd at 17-(Y o.c. tcsperlirely4 ~q ~a CV 3. ia?rca*~xnssionveb U- ,g"-b. instaA.d wt- sh- 3 M lmpacp bridging or 140er l bracirr~~ reofin.~rl Whaestrn.n 4- AA naiad bm.-. - e s e i cx,.ro.as such a s n.r,pomrr as.a o=nm,enc brac8+o, 4 irs~8ihnn of huss is the resporsio the eespeciNe [nntracbr_ t.L-1 DATE: S/--5/2004 nvusi bed P Iwo slnrctr~. Desgn a>sumes trusses 2re~6e used in anon-wnosna en~rorm.nl, -6!3 d and provid+d by desigrmre crnrp and ue fora condrion'ot u~ n !7 a:.mnKwn~ ~ ~o *~s-ar*~s•'Q Y 9„~ G. De Ign ajw~ ii- FL M L,-,a N at all supports shown. Shim or wedge it E'ar'l 7s ,Pl' V S Hm tnmd s7+wAj e. applied to ~emq.orwrr une arle(ai brm:y and netYSZary. DES. BY: NC 4eslarrrs nro canYdcle, atxi~no tizq sllo+dd s[Y S~adz .rtea[cr ltm't design 7. Design assum s adeqauate drainage ivir"' led- Pods d. apc~•a m nny con4sarearL 8 Plats shall bs 6-a on b-tJ fao-s nt Uuss rind plac~i so thw oer.ter S. com{winrsM na cnr ot'er and asuun.s na resgons6~ty fnrth+ lire rndds vn joint denier lines SrQ 17 23044 fab&.5 n, t-dGng, sh Pr-A-d kaM.3+lian at=un s 9- Diggs indicate am:t of plate in idles. 10. Foi basr. 4---48n slues of fire CompuTnis Plale, inrfifafed by the pnefnc 7_ iltisd mr~:rw,i,«.is.,}xslaarea,wruan, t-d.stan•:++f~th 'U' ~ I.C.H. RR. 4211. try dMtra l-~9f.x4wtitiTLA lr 6CSB 9-U3 capi.zat..FJch vi b. ns.-t~nw 11-TheC n~Tns Nd Sed~rr PlaEa is intli~Texf 4ha efir "C}7'the Fry eon.peTNS r>tx.n r.quest. tlesigrsalor Ci g} innicatas 18 ga material a use All ors are ZD ga 2 Teats II➢: SE 521 - 1 tI Z\CumpuTrys1 Tais dasign p.repa ced from comQu tes inr>st by PP.CIEIC I.IJ?ti3BR / EsC 7.1.OTf1L)-E r 0.0" UDC 97 / IPI SING L 23 14EMBER FORCES 4W1tGD _ TRUSS SPAN 9'- T 1= O B lx 232 W 1= 9i LtfMEP3 SP@t7I6ICA1'IOt1S ICAIl DifAAflOt{ INCREASE = 1.15 T 2= -370 H 2= 232 00 SIZE SPECIE GRADE PANEL(S) SPACED 24.0' O.C. T 3= -370 36P C,HORIIS: ° _DF 116BTR 1- 4 - - LOADIPC- - ' ~QYT021 C80RDS: - - - - - 2a 4 DF REM 1- 2 LL( 25.01+1W 7.0) ON YOP CHoRD - 32•D PST 379 RIGHT 378 WEBS: AL 011 MIGH CHoBSl = 10.0 PH LEFT = = ti 2-x 4 D£ SWIM i TOTAL MID = 42.0 PSF BEARING AREA MUIRED (SQ. IN) In BRG R 0'- 0 0" 0.60 By / 0.93 HF 1 0.69 SP TC I TERFS. SUPPORT 12'OC. UO21. (Z) BC LA78RAL SIJPPORT G= 12'OC. 0021. BRG 8 9'-- 0.0" 0.60 Dy ( 0.93 HF / 0.89 SP OVERHANGS: 12 0" 1442" Reactions: 442 q-46-00 4-06-00 12 12 0-4x4.3 8.00 B.QO~ 4.0" i / 2. " C> to t t C-2.5x4.3 0-1.5x9.3 C-2.5s4.3 9-00-00 1-09-06 GR~~H ESs 1-DD-00 1 12A m ..C .y Lc Scale: IIZ" JOS IIAHEc SAGfJ10D BONETA UNIT, A - 0 tYnatatcs: General Na4es, unless othhervtse mta+i: "~~ir 4~. . t Aeaa ai 6xrud Haas r<,e Warm as 6c4 a cwrsl*.xtinn of tnrsrses.. 1. [~si9n hi sripjrnd lwds as 5lrorm V 1~Y z e+id.r and uecdmacataa.t<!r yhmlab. adviccd f A Oan. s r4,- and 2 L~ lqa sssulncs the tnp acrd bottom chord> to bs laterally DracbA al s. c-a t Q o c- aadd a112-U' n-c, sespec4vdy. Mtcas csnsar.y4~xi oon+nM+X.as. 3. 2-41mpad t>nd*!l w hterol braci~Y! req wliete she ri0artar- c~ E"LE tJO.: G ~~'g ~.anr,;am~cwe~emea.t«, a a~uavo"mot U-Istheru~~~Ty merime~ u 5 Oesi9nassumes pusses aro NbcuudinsncnoormESVe enhrvnment,/1f 1,~~ ~ifJ~rl® a_~rdard swrFr.s<:v~o•~^'~rr•svch o+r.rW°~"Y m'nFa'r^ar'ra bsa=.xA nusr o~a.atgoea ar.i ixa"~°aM'a•ai~rwr.re.~i*t>+^r•suvGUa*. arrJ a2 Por'Bry co AIen'd ale r DI{TE enm r =az~, .7 "0 ~r wr a.e. is 8. zugn ssumes full bee n9 alalsupEOUSh m_Shlrner wsl9 P 5/25/200: L c-" itb has sM gib. abybadca xry compar~n ar~alirr o8 t.raci~ana 7 Design ary^umes ade7 uate Gash9ea prmided II ,,S. BY 14.:= i.ner.«s a~. cmrwld•., At t-ti v shcAid ary kvds ne*Y-this d-im a Flate,s shall be yxale - bd~ laces al Wss, and placed so Iflea tail., bvh b+tpa.tm mceav~ R roes cane} w jointcenter,tines. 5_ecarpuinss t»s tm aAdrotavee ma.rs~,,,s rro rospar.sM*Y W+r'10 B. Oc3its ite;lim2: steeof pLry(r; In e~cnes SEQ.: M3042 s-.tt~swa tr.~na sl srR^aaa knc.xato+. otcmpv+xrax. 40_Fo'~-i C 3s~qn-Il Attie c.mpuTn+s Pbte, 6rFsa!ed by the prefix VI ~ 7_tmk dar§rb AZrdslradski-t to ul-rw1Yntf..ra cn us>a sae"suns-sat PoMr "C', see I.CB.O-R.R-4211. p~ Ly sir e,ta5-ete TrY AIn "Sl 1.3o,Vo.u f wf;cle.M 6e nxrtsfr+a tl. desiu~ia3tnr( ar 89btrteiemWiSwedAI~Icrihersae209s- trycuu®uTr>p Wes'.^q'i°se This design prepared £ram c.mputar input by 11111111111 f ! 1 1 1 i i 1 11 11E G~ PACIFIC LUMBER / BC Trans 3D: E1621 ?.1.OT[lbl-2 LIOMBER SPECIFICATIONS TRUSS SPAN W- 0.0' Gable end truss on continuous bearing wall r~ LOAD DURATE011 I18CREASE = 1.15 C-1x2.5 or equal typical at stud verticals. SIZE SPECIE. GRAD£ PANEL(S) SPACED 24.0° O.C. Refer Lo CompuTrus gable and detail for n, TOP CHORDS: 2~4 4 DF -S1sBTR E._2 complete specifications. BOTTOM CHORUS: - - LOADING - - - - 2x 4 DP JI&BTR 1- 2 LL{ 25.01+DL( 7.01 ON TOP CHORD = 32.0 PSF WEW' DL 011 BOTTOM CHORTD = 1a.0 PSF 2x 4 DY 0rA11P 1 1 TOTAL LOAD = 42.0 PSF c~ TC LATERAL SUPPORT 12"OC. U017- DC LATERAL SUPPORT 12"OC. mold. 7-00-00 7-00-00 12 C-4;4.3 12 8_ao~ 4.0" 2. R f3 > I I C) ✓ / cx C-1.5X9.3 C-2.5X4.3 PROVIDE FULL CONTINLIDUS13EARING _ C-2.SX4_3 PRpcF~~s 14-00-00 4 { >4i23 u- Scale: 318" v Ott ~ti0 cv JOB IMBE: SAGELAND BONITA WITT A - F-GB ® Waetates: General dotes, unless otherr+ise noted, - i. a2.a sA c.n•rd N IIri 1Yari,as Lefera c,mtslru:tion of trines. 1 t-bn b. s ppod loads as sham. 2l~dermrd aenlon c~vxnctor shoWa b. W.t .a cQ err G.+ver.IfAxos a,d 2 re;gn assumes theb~p and bottom dtordswbe laterauyt.ac;ext nt cC-1 a EIi,B I~tO.: F-v 2-0'oc. and ai l7~Y'o-c. respetdr~ety. _ Vt.nrrpsbdan mmtruemn caadnarcea, 3. Zxb 1m d bnd9m9 a Fateral bradn re uirsd v.here sMmn _ 4 A#~+ar +mw .TPcfr....r..,.,, pa a Russ ls tne aes b s ponsr yo-there- E_ 1(~1=5 E 311~Q~ 4. NiF3[ual tcsce linTtK9derrntYSSrtcFins tranpctwyaM pemtw,en bracing, A. Instarvrat pech.r eon[rautta. in a r arrafm we emirmment, r , r, L1AY£: 5/25/20G1 ,,,r,orb.a. .end.,awa,•w.dnya.slo,,.rotcarrkt.=tn.aad S. Dandesagn aswmretor'dryes can trusdifnses rfc arc . ee used ` c~,yKrtdra ..~.n..r rw rcsp.su~iy Far..+.-n w-x=~r~. 6. Din aswmes toll bearing at to g of all supports sbrfo- Scrim or -J9. if 5- RM bad hovb b. enpb~d r° "r t component u,eA aRer a$ L-ir g and r scary. DES. BY ?1C tasfenecs,arec.w~rt., mW ~t nn tin. st,.jd av laa2: v.d. ti-j.sgn 7 Ltst9e 46mes ad zit. drainage is tided. ' ds b.. gsed w ary oov,por,nd. a. liPlanes tes rnshinellraziabev1ocawe on bd'.ir faces W Wss, and F1ar:etd so their eenter 6.a E Inin hL c-i:,jTr-has rm o grata-r and assumes no teapm lt&tV Tar" s O i¢e j f olaf plate nl ce devgn values CJ es d the Ca nvuTrus Plate, %~d lr SEQ. : 17 2 3 0 41 tzbrkado,l h-dsr~si;v-w " a ct.a n a . Tco s r~ 1 0. . For basic d size nWem "~atad by the m"a a- rni. designs nar:sn.d ..ak«m it."kW-- t„rs. d.,i-jns sw team ~ sea ECHO.R.R 4211 by 7Pf n HB u t a iP hYTCA n ecs t N c plea ai snvdr •a b. tr~rz l ad 1 t_ the CompuTn s_ Net t- 18g.. nrai!s_in6caterjatis udsedby. All l prer other. ate am t my ewop.tt+b w«•••w-x desgna[ar{!5} mdiralPS 18 ~U ga. 11 V T 2= 34 8 1 ~ 3= TRUSS SPiUt CRPASE = 1.15 -58 B 3_ l4- D$yt{ATIQIt IY1 s1 ncED - 34 LtF[BER SPEC -LRA~LttG - - " 32.0 PSt' 6 SPECL Tar GpppE PAtI£L4St Qtt 'to? CKQftll f 7 01 6 I2S C {1RLt n = [0.0 1 S R CAJIT 1- 6 - }4l 25.01+DLt 2x .1 ~F - LBRDSj Pt, Oil T"x31f wAv = 42.0 CSE tt1 @ I` 322 T 322 6gY3nt4~L}bS33'R LE F7 7x DF s: z dlvtD lsq 1111 Ue6 5'IA 1_ - 0.76 SPF 2x 4 OF pRAkitiG AREA RF/~ p.80 HF 1 p,12O ttF / 0.76 r-t QC, OOTt. e.52 DF / SFF c= 12" ttott. q-q0 BxG e T•- 6.0 0 " . 2 DF skip" 12^~ 61- 2.0 g A,RERt },nT~. SDproRT BRG sc ~t 12.0° 386 ~B.Ot9 pvF.RIIASaGS : 186 ReactianS: St€UC nza1 -7 C-4xq -3 at equal a>o 'p_ e[s $ 4^qn C-1,7.6 ~erti-caT m g . D®i/ 5x4.3 C-T. a c~ a ~ o C_2,5a4.3 C12,5$4.3 2.5x4.3 3 C-2.54-3 C C-2.5xq- k-_--- 4-(}8-qq -~_qp-tlq r th1 5 G~ A. 3 C1~~~a nD1SdC l~J~`~ Ls[e@~f y14af_ed at ' asass,sM~+41. Geyti4i'21tio1rs.unt~s S mbye 9 f..~~~ a. r'-GE nhtsllFpoRlrRd aadshsp~t=.anet'e~'s '-.~..k'`E~G`' 3otilTll USdIT A - s R 2. Dtsi9o~`nd 2 DDO tY'~ir~t uiredees f~ir~,nman4 1S'~ $CH16: ' dim oftna ° c d sed tna JOB tlAME: SAGELA1i6 ri dtt~z+. d ix!G.n N. ~s end 4 t?gimR?o isrha rresPmr~ s se F~ St,= r midgeN ~au h s n n. N 9. {omdG.+.+d Nd«s «p,id0^ dy4,x _ d O p sum dtpoe~°t ns^ Z S,i;`'tcf rliderad'wn cxx¢iWTNrxrws~_.. wh9m.~a Erndl9. 5. D85agf» tEp~-~. SpcctS trm t,,,s~,®gbetm»°O anm+u .n t~+n°^`7 v.s~ "dpdat'at es brllUeznn9a st a y_d. wtbeir cent©s 9. snoa.wro°z .'n.o a..~-ris . .r rd ins "p re,>aR° 6. Oes ry a dmina+Jn is Prtr~ss. ar*' P1aced es ct O r ' 6-G ' s. N tamer feeti<+«+n-n d yy dzs~4°1 b brxa+g neoe n asv~rnes add on balb tac ILF. P$O_ a ,br d. g: P a swl be y_ tcen tunes, b 6 eP en-a°"s;r3`Y .Rn w to ,ds, a.~r, 6~~ +s fn Moses. 0a N ZQO4 cw*WTr+rs°itr~to nny °°irK"ffiaxY Mams~ rn Ala tTr..s Plata. inr'aiad f fins ~fQK:atrs Size olP I;cm*ps tyre 5/251 y. 2m w„a,aitt~-~ tt.,,,ax.,a nmss son uu 9. 1 9f` ~on,raw 42 5 t:.d by ~e refrF 21,V- Ln DATE : Nz m~ - rn e~sF° s 9U.,'a; basic des t5 R.R Afl N b° ..t SO - el ov.r afsd °Sa', os ~w+a 'Hants- Sd tam p nu iS N 18 gma and rs ase r QES. 6'e: t{` s.CcoY~lntsYasryoeosfs ~ya,nur~ctowssdest4S6KYrtit~d 1S.~~zlga:.t4rtis)in _ ~~rduM1 t}°md6( A. x3d4~Nartd atiAsi tadScta•R . $s StR~y°rA4o~ "I oflDycs^ ~ 3C SEQ 112304 7 ~Tn1' ~ti=_er input by :[~~ll{1€A1 KHYlI 11091'urnn:.a= Bann I 1111 4 g-~ g 'his d.-i9rn prepared €rou. Co: _ 7.1.4`FE 1L)-Z It I,, z 2c ®~]"~i'°{:}~'l.-}~ i ~ l~. PACIFIC LUMBER / HC r-- - I,(IMF3ER SPECLFICATi43T llBC 9717FI SINGLE 2~1FHBER FORCES 4F3RGD = 1.0.`15 T h @ B 1= 827 W i= -276 TRUSS 559 S 83D W 2= LOAD DURATION DURATION SPAT{ ItICR20EAr-SS 03' r 4A1ITL(SI SPACED 24-0" O.C. T T 2 2=- = --81099 28 B 2= 0 2= -284 70P CMRDS. SIEF. SPECIE GRADE - - - - ~~Diuc - - - T 5= -2100 l}(}`$ION C94BDS: I,L{ 25.01f1)L( 1.0) Oil IOP CHORD = 32.0 PSF c> 21 4 DF wFBSc6TR 1- 2 DL ON BJTYC}Fi CHORD = 10.0 PSF 841 RIGHT = 839 0-- RE STAND 1- 3 dOTF.L GOAD = 42.0 PSF 9 fiET Zx 4 _ ~ 13EARI2IG AREA RFRiSIRED (SQ. IM ~j DC L&TSRAL SUPPORT 12^OC. UO. HRG pc_ 0_p^ 1.33 DF 1 2.06 NF 1 1.9R SPF DC LATERII. SUPPORT 12"OC. (f0Y4i. BKG @ 20°- 0.0" 1.34 DF / 2.07 RE 1 1.97 SPF OVk3R{3AktGS: 12.0° 0.0" 908 636 Reactions: C-1x2.6 or equal at non-structural vertical members (von). 10-diD-t)~ 14-Ofl-OQ i 32 C-4x4.3 tea.©D a_oD % 4.0" 2. C-1.5x4.3 C-3.5x4.3 0 i Ln d p O S o ;-2.5x4.3 C-2.5x7.1 c-2.5x4._ ° S~~~yO6)PN~~ ~Fs~o 20-00-Oo 1-UO-DD i4 tYr t~ 3aa.ie: t/A° JOB f"&: SAG£LABD BOUITA. UITIT A - D-PARTGE Gepe[aftM s. unlessoihenrserr~ted: / -,Q{~\~\ 1YAEV~KS . i. Rsel eS 6a JtY_d"..ndVtvrJngs l:•cSur+<cccslmafMrscrs- 1. Des`3n to pfRPa3 bads as yid -IT-r Lwtiom chords to 6o laterally hrxrd at -'r- ruarca =Iw°nd 6< "O+rs•d "fen G.noral tki•s and 2 ac PI L res .n~ly irea where vhwm c. z s„~ess"c,e~r.dier,~ ra~Qrale`~.+ L~YIP~St3C~f~) D-PARTGF a nd a 7 -0- o c. .u. st~uwss+. 3. 2e41mpaci hL tr~uS~s is the resfTM>nsi6ilrry the resP~'e cc~rta_rte[. We.~:~9s➢etsn con=n.+~w~canu~n+ + rtr A J E 110 - : s>ar. w:e w,.~:g muar b• tnronvi tnsb7ta5~n = 4c9 ouch( s{rn~nds sudr as icny:+x'etY ~+a 9~TnmeeM bra~kg. 5 Design aswmes msssa's are tll tie used if, a rnnccnosrrs em;rCnrnen~ d. Al kn.rd iorw rn ~9pn~y9d~d by bs~n"rat"+~d„~'„°_ dare l-r •drY corv~fion. of use. ~vem 5nirn a'.+~*JgeN ~„d g_ Design asalme5 tall beanng at ail supports - N i~yTE: S/2-5/2004 e• ~~,n„x+.,guw=„sc^sv~a-axrw t>r+c:,a nr qe ary. S. Nolwdsi+o+bd h~°tt~`B tO d"y °4f`~`'' by. m*d.=ISr. 7- Gesi9nassumes ai ua>.e d+aimge is tand^.d. :;Y- hst=rare a" =«*PTda vw.c no tors.. . B- Plat- shz116e lacated on both !aces o trw. and Ftaccd sn their center DES. BY' ;SC Cues cain-iie v'ih pbt canterf+nc3. tn~ o.rno.dtomrmR~,va. r a. 9.Ojfisfrviicaos¢aa!plttemnch- QCw~K•'Trx hmmay+rrd ovax and assro,+r mr+~pantti~Y SO. For basic d-gnva-.1 tz Cb.puTrus Ptah. iMlicated by Use . pmN t nr3c t~rv- h. m.nc a"d n oaaaoon 4r ~onM«+°*a,• twat, "C'- ~t I .C r U. R ft. 4211. S C1(~• : 17Z 303 9 Sh • d=s a t'=" Yt d'rb}°d o Rw 6 M iio m u*+cs d•s gha a i f . The CrKrYruT us tre 5ecbon pit. is V d A". j by mefi. pre f , the Cy fitht9C-~t rr rtYrYiUh BG519+t~ anplsc of vfikt+xa Gc/r%~ri1~• desi9r~tnr 1181 rndreates t8 9i ma~ri31 es usej. All et~efl ra% ace ~t 470- pY fonpnna •4a~ rc0~cct y-~ deeigr prepai~.. {!~~1 kaUMPLTrua°~+ Ts Inhis PACIFIC LUt18ER / BC At{RG~ FQRC -?76 ifBC 9~/LYI SINGLE MFASER INNER, B 1~ B27 1{ 1= TRUSS SPAN 20`- U. 0" T 1 D = 2 63D w 2° r-- 1.15 T 2= -1099 = 559 H 3= -250 8BR SPEC LFICAT [0115 Lo" DURATION 111CRE SY C T 3= -B2B \ LU?§ SCACEI 24.0' P1S) T 4=-829_- _ d SIZE SPECIE A)7BL GRADE - T 5= -110D 'LOP 91&$TR - 1= - - 32.0 PSE d 2x $ -:Dy- - Ll 4 25.0}10,•( 7.Up 611 TOY C4i6RD = 10.0 PSE 639 WITOM CN(1ROS: - 2 641 RIGHT = $l&MR 1 DL oii ➢OToT CWD = 42.0 PSE LBE'~ _ ~2t: 4 BE 1iRBS: y0TA1. WAD = 2x 4IILRED (S~• I}i} AREA NE d A- 3 BEARING 1 m 4 DE STAIID D£ t 2.08 11F ( .98 SPY LC ERG 9 0'- Olt,. 1.35 2.67 L{F / 1.97 SPF S(WPORT 12'OC, l(01t. ERG 0 20'- BC LOTF,RAL 0.0' 1.30. I£ 1 O 4C LATERA1. S11PNRT 12°aC• 7JD1i- ~ OyERAfS1LG6: 19p6n g35 Reactions: C-1.2.6 or equal at no.-structural tical me¢hexs (uonl• 10--DO-00 ~ 10-00-00 12 C-4x1.3 6.00 12 4-0- ®.00~ 2 C-1,5x4.3 C-1.52.4.3 L PRO 4 ° _ of ~~G'`~~ Q /p!s 12~ ~ i C-2 _ 5XI .7 1$i o C/ -2.5%4.3 v cb 20-00-00 26 <d Z-00-00 a Scale: 114" - unlessdlienvisettotad: 13{31© ~Sgy?itt13 BOTiiTA t1NIT A B-PARTGE .General Notes, ,{'!RES s+MrP`Or3'~'4a b-~hrn dmtdsto be Patemuybrored at r-+ JO)3 ttft§~6:~ar~tr<r I.bes!4n to a YdAR}*ta pes9n a55arres the FW respe "Y- s. e ~ i. R•ad at G-enerae Notes nml Ytriz ~~#d na~em,,,~rkn.n ais 2 x-t7'ocand :l'1T1t ac .t7nito35'fiete s3tarm -d- z 6udTi and a=dieu ecwta'e 3 2)A ynGack ttld-3 a latelat b ciN f `of she resg~,<ave ronaaccor resW 4 eavironme Wx+y~zh.{an awrairit.dnr'n ~ ,e rt~~'t1D'"^'_ 5 5 -s ign- dirvss tsUe aye L. be u~d m a nccsconosr'.e ) cns Shim wwed9e 6 O FILS 11U 4_-MAKI C - x 10 ~o=„ *s-sn-..,-ear aea.:..+a .s s„a°s><+*v°raz`r ~•a w'n°"ftl cr ; 5. lXvg ass<d e-~e $-Fa k:nrd[~°r*9" of eomtarfo nvrs:us:, and arelor ry tall aupp~t-x 6. prs~gn assumes ~It beann9 a ah+d'esigMe and vrov:cSeu c'f~n cry,=°.o- necessary- d+ainwrt eispmvided- ata cenl~s DATE' S('2~~2C1D1 „r,~ertu na Osacmy-A 7 Desgnassumesadzau truss. end ptacedwtheir c~+ sNotoad st.Wi®n ro~P caaz no6rc"'4°. zFwmaar*r w=e: ~~~,r m°^d`a'~n a Pates shah he lx?Qeddnk ren or tonmwrx s•ca<n ro, (gyescandde wrthl r1911 meshes. cefa - ~eF ? jIES - BY : F!C g~xis b° Tq•Pfadtu anY c<'''4'nn' es ew tecponstz§+Y the tlen g_ [jigs lnd:ea[e 5n wlue~s d ti+e C sirP"rTnts Plate. ir✓~rest<'c5 by . Q a cemM.rinmhas ne endad over aryl se ~~y oroumWs'°„i'. _ io Fat sasrd tl•.e rcfrx• t- ~e ~n~ 4 a~ s G•, see 1_G_B . ~-R 421 dA. ¢ 1~2303II Y. n en Kd=,esxte h. ~ "'"'„d to dneesNnamve(lx enst ~k g emir ~s sftlk~hesaee~og~ S EQ c } ' by fm t'}}$At a'Tt"•yVyr yj Cun+a+4i~ i9oe. e.4•~e<t -^`IYU° j p11RARCED ~z 4 t,OAD 839 - HkL RIGHB = gFC.CZ£tav DilS Otis OFi1G 32.0 pSf LF,ET x I1i1 t 1.9$ s t11iRfiR PAitEi tS1 LKt}Ro IM PSF at[ 10 Ri.atc a FV Tat) 2~ Qs BY se sDLi 3 C VO " 42.0 PSF D 0. ].97 SEg6P CIIO DS' 1- 5 I'm 25.D1 Df. ail 6t3TYOM 1.3# DE ( 2.Q1 1iF f 3LbBTA TGTAL LOAD ° BRCS @ 0._ Dto }j CAS _ n.a" I 1- 2 }3RD 8 20 14865: i_ 3 4 OF STAND 12"DC_ iloti' {r SVO < 12"oc• DDTi p fl° 836 VF,kuiGS 908 eaoc~oas: ~o-oa-Da r_4x4.3 A_an 12 f a.afl~ j, ~_~,5x4.3 C:P C-2.584 o f 1 B C 2.5x Q ~ 2a-Oa_4a fla i~ic5, unle~~~~~s ~emmcho+dz t+.M fateratlY~~~ ~ir;(~14~i---3 i2ne `IY`e~a~~cis ~N~gal[eavhel~`~ ,s,~ r*,mM. ca- V- nag ai1Z~ a " 1 bsa~?n ~ y}o }ezp esn 4imPa a rr~ncra[ g - "n ge~esa and Z ° c- bnd3in9. (es^~' of H,xcy~e't( t 'f3q ttiilT t+a#°s° sAGorws"i }t tl.E co4s ued in aa1 "s. a6 soF3~°M Ehnsm. shim $Ca10 1/ SACS.I.AND (tDtR vaAW : ~y,e iY+n ~d na navizGa oa q nasow at ~'~`hddPk3osd s°@'e~su ntes JOB'. i- .sYax>guc~oanw„cc.4} i*'®},saw,}, ;,dwcebaxi„s 5. pndan Win} ~rb~tean~fl iria 41- 7 . bT N C reamwA~}sam `n ~Ya°'-tY'a„ e~i+m a. p co'a`si.ssce~~nda ~dn+e cc~r"'s Q~c . i~`s° ^c~; c f IT,E O b T zaie v a u r a s. o,s s ind a "an''nz I , 4 care 6sirnydM nPPp;,s nntim~- sbitY fc°V'° ~n.Fd`easw G R.R. F4ate aiu?disu 5/2~J200 5, N,x~n ~~,-,,,an. srw=*'1"" '~-,s>~ j tt-ss°c°,yaoa-m loap : t-s+m~ aca> ~d ,naun ~.,~„pT,~ a.+ iO S.:aw~ct' qt. d its irhi~~s taa.4s u,9. ~,6 R1°K a,d `a y,dm;mc °^;wa ea wmv~ L'.~5. BY- }.`-C a-D"'bB~~"d s.A,}"°£cs~4.aa.xv}.x..s i1~3s r~eszyn F=`~Parec3 -`_ro;rz ccago»ter ing~sr by$~I@~~lilliit~~}~~~~~~k~~~~~'_.~~ Trans ID' 51621 Gabi.e end tzuss on continuous bearing wall. TbtUSS SPFEt 9'- 10.0 e_.P12 or equal typical at stud verticals. . ~ LUMBER SPECSFICATYOPPS LARD DE7RATYGP( IIICREAS£ = 1.15 us gable end detail for Cv SPACED 24.0" o.C. Refer to CnmpttTz 7:ZE SPECIE. GRADS complete specifications. 0. TOP CHORDS: --6E' jIi:B?R--- - - - - - - - - - - • - - ----LQADIRG - _2x 4 - - - - BOTTar4 [`.TUWNSe LP.( 25.0)+DL( 7.13) ON Tap CHORD = 32.0 PSF x 4 by NIrBTR 11L all BOTTGfd CHORD 10.0 PSF WEBS: TOTAL. LgAD = 42.0 PSF n 'K d DF SYA7II} 'C LATERA-L SUPPORT 12"0C. 11011. He LATERAL SUPPORT 12"GC. DGPf. 4-11-00 4-11-00 22 12 C-4x4_3 q 8.00 a Ooh 4-0tt ( nn O C) ° C-l.Sx4.3 C-2.5x4.3 C-2 .5x4 .3 PROVIDE FRILLCAONTINUOUS BEARING 9-10-00 1-00-00 j PROF~~,~f® ~ X51 Z8 o_ Scale: 112" ()REGO, cv JOB 14MR: SAGELA11D BONITA MfJT A - A-SS General got_.unfess rffrervnse nc+xd: ® G~ ~ typttllt>ri- rstnxb- 0 uuQSw. 1 [k`-a3nin sapyod loa8 as stiaJm. bE;ot° ca d- 1. Rind zJ G2nr~-d Nntss ard Yt~r~~rJ~- 2 Bu3ter-14 amawn=nttc ccgt'+nwta h.-'dscd wrd7cmemt No.. -d 2. 1Dz9., jia JZ~ qc im esrot-IN,f'y ores in Le la',eraF~ht nre Wtzrirys b.ton oo~ssuv tiors anTM~urxes- 3. 2c41mpad bndgmg ra Patz Grnrn t "it~whaesficnrii F.C Li PtQ. , A-GE y a c c dtea a. zl vM++- 4. InstalbFr of ft r is me resvrsbe used 61 used the re a~ u a d acCCt. <-.y s, n,.s~~..w~•s+~^'~'~~"""9 pR° ae.-=cca. mosses are fn inarwn~nosnertiironrnene, 4-AG basrsl0arb r•R•th~9 a7.m~tYS SUCLt as ea++am-n'Y *+~n~"T0"`r 5. D~'9n assumes of as l~ muss b: esl~rd ~do++rY~-d by rl-'Q .r of ---P ct. =nv:nas and are fcr`dr'-° a. 613010 r llATE.: 5125/Z004 s- Dose auurn~ rnn be-mg at n s-PPa ti U n dim drwedge l EXPIRES i avstv+*DSMttsP~''rY 6w .ewtr PrscovJ, t')e 3+-. C`^t EaaP~ re+H trM otter M kexureg end 3 Nolava ztwttad lK RPt~ne e+%Y ror~~Prc trwn dcsigr 7-O~9n assurrn^ae draina9~is prmnded cers&w' DES . 6Y : 1'1C ga~s+r=r= °°°eK ^ °"a °n ^O rime zt.:ruk1 wrd tones y,e.a.r 8- Plats shay ba 1-1eedd on kath faces of Wss- arid placed sn heir sxds G: yrPrwJ ao crr! ~tMO6t°1i bnm mimlde v,t~h p,rA c -rdet Fnes. s.com{xtintshasn„=ornd"xexnrr3t'm"^°s n° a's's yfpf1h' 9-Cig~sindicate_sizedplate in Inches- indirah'>ah the I For L~asicdeswn dues of She Com uTms l'Iz5°. Y h~ r1 1723036 r1 s' ~t t~^"~ to sFytS+..K eta ms-ug,nEon of caM 1 0- 5 EQ . : ea to oF. ir~tarwrsa• rn tnrss d+R7rts ses torah 'C'. see LC.B.O R.R. 4211. . th. t. r a n,s~ s n..~k»e vnJ ~~~tc use Goers a e zn ya eylntt Haas aream~a e,ncsr a,oa ~oyt.,c nn.vtrrn,.m to K~.d t d-, -ttnr 0 b7 NO e rarn gPla a!e natzeal cafn~ rs 6 na 2 efic' a pjj C"mpe~4nn War+e^'4'°~- G O o ao-9a-oa cn e.n O ~ C3 o t ~ b ~ D G? ~ W I O 1S.? m Co O Y- J U H li H V U _ tO O f c .x J O ~y OD u7 O7 C'D 1, oa-ao-s 0-90~ r Idyl IINN SMHNMOJ_ VIINO8 N VOOC-L~-60 11y[E'Q ;@leis G G N r- Copyright (c) Cu ttpuTrus Inc. m G as -M-JR GRADE 8Ak~6L45! sz~x lop CHO Sc -110 2x-4---ARY- ---R168TRS: 7.D} OIt RQP GHC7ftR = 32.9 PSF ByroK 1~~ 25.®1fflL~ 839 `0 2s t FF SCRTR 1- 2 Il;. on Bofvm CHORD= 141.4 PSY sak xicsr ° 2r. 4 i1Y BS-. D k- 3 MAL L7A4 = 42.0 PSF LU-T ecti - 9ShAIt7G AREB BRUIRED 1-99, F6tJ pRC GA6Ptst sss~eam <s 12^oc. kkox, axe 1_35 or f 2.06 a t 1.98 spy EC Lh7'£RAkSaFPCDRY 12"OC. tiOH. Ry°D,; @ 20°- {I.P° t_3a ilF / 2.67 8E ~ 1.47 5'PF OVESBWS: gQg 836 pnactions: C- x2.6 or equal at non-stnlcCural FBS$SCAI me33tbSIS ;i56$}. 1Q-nth-~~ C-4x4.3 l2 I2 `~8.~30 fi_&l4~ 4.,0- cc m H C-1.5x4.3 x a.. PRO ° C-2.5 XI .7 f~ -2.5x4.3 p l .n L ~ td GV f } y~q ~ 1 X fir. SCd.-A C: }{W ® V jn 2kR}5g: SAG£I.AZ'@ ECIUM rawwuf Ftao,s.unlcssa9iacvdse rRRrd: _ . flYadn ac riraraa- uE 1'FAR1maG~ wi'dbn3~a*'~;01`"cccu+enu~6n+axmm.s+~ m,A ~ OsY}n ~su~~~°P aui t~lam dnrCx to ~a tzdera~j bra 1 M 9, %.*a r4 Lervs~b9s4ae Ms+txls.d alMG+snxdN n. ° dv.{.0ra sls».mia l . C"I dmc3en oc+uarau airy "L-fl sea 3nfl a9' -0' c ses Joit; ~ 6es-s.. °'nrv>~wva.wta."°'u`°"""a. 32x45 4d+rs+~•c gzhvst drag. {c res~cirv±m0,aciac. EVS~J~~' 5„E .nw~w a. ds~st+'Stnettsprs~s~l~l°ani rrss ssoss an~nvsnant. p~ ~ 1';IIE ki4.: a, v ~r°w+=>+~°n«.e ~ ti~awpu'e+~rmbrs-twc. ~ ys auuu~t~~~eBa CE ° 4. m ~a. ear-"D-5°~,Stra hS' °YsDpa°r of a+HUrtw+ .x°va,r,.. ~ anQ~ aswe~cs~F~o~$ ~ -t~ s.pp:rts shoes.. sin c. nrasn x t'om' S/25(20D4 cva,~,ae.,nm.mu~...rmt°x Z'u~.w'a.~n w,~a+v is nnd9d. <x L'ATF: d>3. w.d xkxa aisx et Mx94 rids-~p~, ad use arazr~ k na ~easa ftsceat.r - ~.aed b. notA.°P°aa~.a-t+x r5°'"v*r. a...a.~an 7. ~e~~ BQ urban raceso~'~u,~ 3~ biinaKe a. coa;*1=94 SZ ptdk's ihElf &C {oQ~C cwt hd~n. q~-~/ y{C t,u9°c°me«tTa"'r°`c°nm"cars. Lnas cr;ci fa Lnw <r„ AES. Y.~+: ~.a„n,».~c~,,~+ur ac4m. c~ ee aip~c corn tms PSabe, 3edtca~d hr het a 9 mK^'Stmlbaw uw aros Dp, tsa>Icdecgnfl- t`- 1723039 thna~=^.dus#s9 d'~*•"r °`~mua~asianotr+~Wa"~n~ ,~s~m +~,seni.C B-U. RR {221 11. ~r,xs mYS,e ~a SE~~ r_sc:,a,ynnn,,,aa~..®as~4««°wm. Er.adnld~s. ,vwxa„ss,,,,,,,a.a Di. aSrrc:ons¢rs&&711aic+ae b'"at~D'sisusLI.ai,aiYS~s;saff~- 7ty Strksl PRa9 V gJyty"TG h $G Si94] wF~~~QIDt`Ifd y. G ~ U f~~'I ~CIiTS~ltH teH 1€~'(.,~ This assign prepared `zon cca4nitet input: by PACIFIC "41BVk / BC ^c cans IL: 51621 7.2.03'{3L7-s o ' IAAfiOFR SP JFICATtDri3 TRUSS SPIUI 23e- 0.01 UBC DITPI SIITGLF. MEHBE$ FURM (8RGD © cY~ WAD tORATI01I I12MMSE = 1.15 T 1- 0 B 1= 827 11 1- -226 ME SPECIE GRADE PANEL.{Sp TOP L~tIUM: SPACED 2i.4" O.C, S -2099 B 2= 810 M 2= 559 "--.2x I DF 31db4A 1- 5 T 3^~ -828 k 7= -289 8D ~7[t}~ eI Tfp-b-9: _ -LOADVIG - r 5= -821 2x 9 DF YISBTR 1- 2 LL( 25.8)tDI( 7-9I UtI YO? t334RU= ]2.9 FSF 7"5='=3399 c }2s 4 DF SYAND 1- 3 DL 047 fSDTT011 CORD = J0.9 PSF LcN TOTAL LMD - 42-8 PSF LEER BIl almr] 939 rC LATERAL SUPPORT C= 12"DC UO. BC LAI'ERn SUPPORT C= 12'DC. 0011_ Dmft 8tt; AREA REQUTABD M. 7D1 BRG ff 0'- 0.0° 1-35 DF I 2_0B i#F 1 1.91 SP OYP,RHtNL 12.0- 0.0° BRG @ 20'- 0.0° 1134 DF f 2_07 11F ( 1.97 SP Reactions: 902 5.06 10-{~0-QU 10-0,4-Q6 12 C-4x4.3 12 Q_Oflp 4.On ~8_a4 w m J, 2. C~ H H ~'-1.5x9.3 C-1.5x9.3 0 0 1 I ° -2-3x4.3 C-2-5x7-7 C-2, FRO o~ ~ y 1 0 1-aa-afl 20-no-oo d1 B ;gale: J/4^ ' S v roe NAM.: sAgxl.nrm ern11TA ~ ►1; o <y-2 L, s p vew ar : i~ wrsl ttoYS, across ot1~t trtefi I~cJ~ M mot" t PJd A Genmd Mates aM W+aQW+tv1a* wxntnxa4utvPls~.+t 2 ❑e-.ign b euppc iAn~ ss st,~. { J d, N Z&dSefMdanalotoa++s~m.s++a siwwna pdKaO YaRaow.rdeu.x~S 2 U- RavEeiGS pie d-FILE NO.: 2ps3 ' tgaz Eamncditolentr~IrWaceta m c'`J rr~,:rns wra. o~nin~unoo„~+a~=c 9 ?rd 4C d~M 2ala'ieal bssdn ee JI(EdwhEm xhve.m+t o am~w.~m aama aewmlra enaf~n.. -0 ea FXt~lf~~~ 6t3{l~ 'P ts^' DRT'E- 5/25/2801 .mm m. -d wrsa•a ,rMc a,n.w,r.. 5. rstPt asunnnu hinsrsarm ~bs by taed insrun<ur vve nrm,tt v N p1I'4i~ "nd aie fot'6fy ax.fit>Yi' of use appons_d,- snim.-„FCi3ra C s. fPm~ctac3d~gtphde. enr aweSp M1b,11 ,x61+rtrtlt6fe+t.pa~d f1'CSSW'f. D£S- BY: PC Fmtaw.et. ocgsns, wnaewc sh.cb uWiun6rwn~.r u~m a~.Vaa 7- UrsiWi swtr.s aan~ht dnfrege ee fded mna.a... ¢ee.a[. e*r,~pan-i & pt0x,,W be txakeb mtbutl. fx~vm ti`;etw2 pSacad ao 8~e+rceMer s,m.mow,o,cwK. ,9.r,~o,g... ro.sspm=rtmyrw u,e e+ns_ . =.,ev.j w0.,t~in i7 h~ r SEQ.: 1723031 ~annd~e~vm.a..a: ~awn.e~a laFweree 4d'r~ E„r PIse.i,d~enYm~~x 7. tttrae~.nact:t.<asw}.ac.trn wawa. anxuse ssctya. ..¢m~nt cC-~ RR 4212_ y4i1 s+Nma9.r TrnvtcA 6er.~f.em ~oota--r,raid,xi wrmsr,w 1i.,^.mtpu] lets-dmanP. kindicsan3 by ife ,cicc^CM' 1Gw c~ by ~^~e•a*~stloa+t.evzst deli 7ro1u (t8} I~diwks 1 @ ge. me7atal is iced. fib aghrxs are g~ 5 "A" UNITS 1,114 50. FT. 3 BEDROOM 21/2 BATH LOTS 33 - 3e BONITA TOWNHONES 2 "F" UNITS 1,368 5Q. FT. 2 BEDROOM 21/7 BATH NW t/,$ SEC 12, T 25, R 1W, 1 ROOF TRU55S: PLAN5, 5PECIFIGATION5 AND 5TRUCTUR4L CALCULALTIONS (2~ LOT NUMBER TO BE .SUBMITTED TO AND APPROVED BY THE PROJECT ENGINEER ANY DEFERRED 5UBM1TTAL ITEM SHALL NOT BE INSTALLED ~ UNIT TYPE UNTIL THE DESIGN AND SUBMITTAL DOCUMENT;; WAVE BEEN t 1 APPROVED BY THE BUILDING OFFICIAL 12' 45' 218&' UTILITT 4" AIN DR IN EeM 84,8& FT. i U- -`P 4" SANITARY LATERAL r , U~ Est ~~a~itt~ y x, I tit ~it s ti{tSttl' t S WICLEANOUT 0 EACH ' SL13Lti~~' j~ UNIT - TYPICAL o t \(O 'z3 F i& FFE i&9.5 STREET TREES MUST I A 4) ul BE PER APPROVED DEVELOPMENT TREE PLAN FFE 1o9,&1 t 84.73 T. i LL I , s w 3 ~1 C~ FFE 10°1.5 I 4 ° 49 9_4& 1 FTa B tat? f Y_ FFE I&1.5 ; p O FFE 161.91 84.&2 FT, 12' ;=FE 105 &-i - ° i l FFE Iro5.5 tiU 84.90 FT, FFE 165.5 ta_ a~ cl > > FFE 16 5.91 C3 a)' CL CL I> 4 52 FT. g W aL co w U- FFE 1&5.5 _ FFE io5.o1 > > ' 10.45 FT _ 0. CL 44 4" c d UV ti 19' 4' 23.•5' Z c, m Lt. u7 Cl- Cn CITY O TI+G'ARI) - SITE PLAN REVIEW E3L11LDlNG PER ,111' NQ,: PLANNING tAViSIONI: - Required Sctbacks. Approved Not Approved Street .`;i(Ie: / . 1 rc~aat. .,S EJ:ai'.3 te; ' ~l z Rear: Visual clearance: Approved Not Approved maximum fluilo'll" CWS Service Provider etter Required: Yes (l No 1'ecc", d B3 : si~vv cz.. Date: c~ c NE;INI L ZING [)EPAJApproved ;titENT: Actual Slope: 5 % Approved Not Approved Site P11W of pproved RV: Date: (,t 0 4 Notes: mp "A' UNI T 5 ~s 1,114 5Q. FT. 3 BEDROOM 2'17 B,4TH L OT5 33 - 3`~ BONITA TOWNHOME5 2 °F" UNITS 'z 1,366, 5Q. FT. 2 BEDROOM 211'7 BATH NW '14 5EC 12, T 25, R 1W, tUi`1 i ROOF TRU55E5: L4N5, SPECIFICA T IONS AND 5TRUCTU1RAL CALCULAL T ION5 (-4)LCT NUMBER TO Bc 5UBMITTED TO f,NZD APPROVED Y THE PROJECT ENGINEER ANY DEFERRED 5Ur31`1ITTAL_ ITEM 5H4LL NOT BE IN5TALLED UNTIL. THE. DE51GN 41-NE) 5UE3MITTAL DOCUr-1ENT;3 H=;vv BEEN UNIT TYPE AF-PROVEZ) BY THE BUILDING- OFFICIAL 12' G5' 2 UTILI E51"t { / -4" M ;[N DrR' IN"r,:_ _ sad sad FT. 2IA Ilf lit v FFE lc 3.~ I til i t e3 9 ' I tr' i ~i i3U1Ltsl9l9G DIVISAOIN Ise dl 54NIT,°.R`t' LATERAL WACLEANCU T ID E,CH t try UNIT - TYPIC41L STREET TREES MUST S ~ F T B PER APPROVED j 10 - ; ~ e rr c 1C I DEVELOPMENT TREE PLAN 34, ~ Uj ( FFE 1!0`3'v~t i K E34.i3 T. 9 F_ 3,E ; V rLj U 0 0 ! ( ® L V { FFF 1&73 _ r,3 Q t~ I FFE 1&1.5 d r~ FFE It;> 1.6 i a4.&2 FT. a o r~ 12' t-S a a. 6 CL t 03- e1 i u m <9:< j U1 flj I FFE 1&5.5 <9 C7 } FFE 15.5` cL p w t TN c- I F U" y s c. E>4.52 FT. Lo q `L o V F- X to ty m z 1 :411 "~-e) tJ.„I .t11 u... FFE i&530 I 0 0 11 FFL 1o5.C~ r °10.45 FT T Y Y -.j to ~ L3.s!✓CITY OIL TIGARD - SITE PLAN REVIEW BUILDING PERMIT NO.: t~i t7 PLANNING DIVISION. r 1 ra _ Required Setbacks: Approved Not Approved, Side: Street Side: I°ront. Garage: _ ~ Rear: visual Clearance: A proved Not Approved `.laximutn Building Heialit- feet ('WS vi e Provider Letter ReqIDr, d: Yes o ece'v d ttv. 1 e: It Y17 ENGINEERING,DEPARTM N'r: Actual Slope: L % Approved Not Approved Site Plat -11 of Approve y. r Date: UNITS 1,114 SQ. FT. 3 BEDROO 1 2''2 B T N LOTS 33 - 39 BCNIT A T®lt NNOMEa 2 "F" UNITS 1,305 5Q. FT. 2 BEDRCOi'1 2112 B4al-1 NW 1%s SEC 12, T 2S, R U, Cl 1 ROOF TRU5SE5: PLANS, 5PECIFIGATION5 AND STRUCTURAL CALCUL4L T I CNS 2-= LOT NUI"1BER TO BE SUE3`11T T ED TO 4ND 4PPRO`1ED B`r" THE; P ,°~OJEC T ENC=INEER AN'T' DEFERRED 5U5i111TT.4L ITEM 5N4LL NOT BE WS T 'L,LED UNTIL THE DE51GN AND 5UE3MITTwL DCG,; 1ENTv:, ,-I,AvE BEEN ~ UNIT TYPE 4f=FROVED BY TIME BUILDINC: CFFIC-14L. 12' 2"0&' UTILIT'T EeI1 ~1N DRAIN `01& FT, j I OCr 20WI \ i to I `~cS CIT`t' 0r- fl( : nr !J FFE 16 &-1 DUILDING SNIT.-Rr L.4TERA'L --7 j to y W1CLESNOUT E CG _ Q STREET TREES MUST cv t FFE 1(o`?5 UNIT - Yf'I'C--,4L I BE PER APPROVED FT. DEVELOPMENT TREE PLAN FFE l6e35- V 1 I c~ ~I _I1 Q Fri loQ a ~ i ' f I s h .E IL us Q) ti a4,61 FT U30 U (,I) 1 r w ° fl FFE 10 i.5 ; 1.1 > ¢ FFE is 7°(o `1 ~ ° 54.&2 FT. :3 - E30 12~ PFE I&S& 1 E_ Lifl 0. (J w -o C ~ FF,® 1~F5,5 1 e4 H > > t~ F FFE 1 5.5 ° SL u Cz < • ,/r ~ ll 0 C`~ { 1 d " FFE 3015 Cop- ~tpi E~52.. T j ! J9 ® w } p di 21 03 _ at F~ t- FFE irv5. a f r , C~ F` tid FFI l05 a { IlbV ; 5' 2315' a - I r Ct®tY O TIGA.111) - SITV.11LA 2 V ,A\, BUILDING PE.RiiMIT iNO.: PLANNING DIVISION: d~ Required Setbacks: Approved 0 Not Ajlpl b ed Side; Street "iicle: Z.2- - From, GurwgvILU- Rt tti°` Visual Clearaucen: Ali.artivvtl Not Apprlil~~ Ivlaximu Building Height, ` Elect CW Service -uvider Letter Itvquircd: Ye UN, INEERING DEPARTMENT, _ Actiaul Slope: .L-% Apprond foot AjjjllW°vd ` itc Pi. Apprtyvcrl Iyv; Date: 1 / 7~4 UNITS 1,714 SQ. FT. 3 BEDRC ON 2°%7 BATH LOTS 33 - 33 BONITA TCJWdHOM S 2 "F" UNIT5 G 1,308 SCE. FT 2 BEDRCON 2'tf BATH NW 114 5`cC 12, T 25, R 1W, ti -I ROOF TRUSSE5: PLANS, 5F'ECIFICATIONS AND 5TRUCT°URAL CAL' ULAL T IONS LOT NUMBER O BE 5UBMITTED TO AND APPROVED 51' THE PROJEC' ENC~.I`EER AN`r' ®cFERREID 5U5'11TT4!_ ITEM SHALL NOT B= INST,4L LED UNTIL THE. DESIGN AND 5UBMITT4L IpOCUrIENT-' ✓E BEEN [4] UNIT T1'°E ,45'T=fROVEID 5T' THE BUILDING OFFICIAL 12' 15' 2 i.8o' 1N t~R'` 1N F11 it J, F=61-11 _ I a~4.5o FT. S a011 F 1 11 V FFE lc ~.0 1 ` f X11 { 3 !'1C',i 3I t is ~UILUMG tDIVISICiiv 4" SANIT RY LATER 4 L. j W/CLEA%NOUT S EACH FFE to a.5 - ry STREET TREES MUST FT, BE PER APPROVED DE=VELOPMENT TREE PLAN PFE 1oe5 ® FFE 1'a 07 ' i cv `L r i .K CL C- CL I I It ~a z°6 84.x7 =T. 1 - S a i t) y b O { tlt Q1 84:62 FT. rrj r tz' i 12° f~ rrc io501 U- _ ~ a FFv 105.5 tiU PO v 8,00 P7, u FFE io5.5 _ ~ U Q EF 0 t1 FFE 1!05.0 i r m as cn c M 7- F) ~ 4.52 FT. r S r 1 i iS1 IL ' 00 11, FFE 10;7.5 c' FF$v 1O5.o ° i~ yv1;\ C `10.45 FT 0.11 19 10 ° 25' 1 CITY OF'T1GARI) S11`F. M.AN REV1FW + BUILDING PERMIT NO., PLANNING DIV("-'.t(tN" Required Setbact:5 ®t,prcfvcri I~ Not Approved Side: sire.' -de _L2 - Front, Rear: Visual Clearance: Approved Not Approved Ma;;imum Buildiiu. 31eie;ltt' 3S feet CWS `e vii°e f'i-tivider Letter 11equired: 0 Yes No Receive B : 17ate: r s 17NIOINEERIN(i DI-11"ARTMENT: /%cmal tilopc: % Approved El Not Approved aved Site t'l:11 Approved N t AZ~f It : f Date: t j UNITe 1,714 SQ. FT. 3 SEDROON 21-1 54TN LOTS, 33 - 39 SON1TA TOWNNC NE5 2 "F" UNITS S 1,368 50. FT. 2 BEDR001r 12'%- B._TN 14U1 114 5EC 12, T ?5, R 1W, CM ROOF TRUSSES: F L NS,, 5FPECIFIGATION5 AND STRUCTURE L C~~CUI_4LTI,ON5 ~L r LOT NUr"18ER TO BE SUBMITTED TO wND 4RPROYED B1' 7"E' : P'ROJECT EN_G-INEER 'NY DEFERRED 5U3`11TTAL ITEi-'S 5H4LL NOT BE IN5T,4LLED UNIT TYPE U,ti1TIL THE DESIGN 4ND 5UE31 iITT4L DOCUtIEN T S H"vE SEEN 2 4" -ROVED BY THE BUILDING OFFIG14L 12' 2711.06' r UTlL3T't ESr`1 :r l DR IN } 200h 84.86 FT, I 7\ CII-PICIFTIGAIVID -131LiJ1tIG C31V1S10iti FFE I& J_ SaNrT CRY LATER4 i I E-~], ; _ ' ui URCLE4NOUT S E4CH FFE l(o^ UNIT - TYPIG,=-`L I STREET TREES 'MUST FT. BE PER APPROVED 16 y , F E 16 .5 DEVELOPfviEI\IT TREE PI-AN d - f~ 84.73 T. ,L I , © o i 1 FFE 16-I ,5 - N y _ N a4.6-1 FT. S Z 306 fy C) r FFE 1c~ 6 a 84.02 FT, > > t 112' rFE 1 ~~o"i Tn c U C) C? i f IFFE 105:5 0 F= l l 1 F E I6 5.6.1 ' Cl 4 % tj ~ + F',452 FT, S nom, o c i~ l U Cn C cis a` z~y 7- 03 1 ttt I IL FFE r6"MT LFF, ~ 0 11` ~ `10.A5 FT i o J I V 6-AA AS CITY F TIGARD - SITE PLAN REVIEW GUtLDING PERl/wrNO.: ®D ~ PLANNING DIVISION: Or Required Setbacks: Approved Not Approved lVJ Side: Street Side: /0 Frow, Garage: 'La-2- Rearm Visual Clearance: pproved Not Approved MaNinuum Building Height- --L feet CWS Servi . Provider Letter Required. Yes No Received t3 N - y Date: ti Q' ENGINEERING DEPARTMENT: Actual S pe: fi" % Approved Not Approved Site PI s Approved L 'q t Ap.[fro 'ed B Date: l77e "A" UNIT5 ~ 1,°114 Sat FT. 3 BEDROOM 2's B4TN L.OT5 33 - 39 BONIT,A TOWNHOME5 2 "F" UNiT5 1,3Eo8 5Q, FT, 2 BEDROOM 2°%2 54TH NW 1/4 SEC 12, T 25, R IW, W?l ROOF TRUSSES: PLANS, 5PEGIFICA T ION5 ?AND 5TRUCTUR1 L C.~.~ LCt,JL L;LTI,-N5 Z ~ LOT NIJI15ER TO E SUBr-!I T TED °s O 4ND 4PPROVED 1- w P R0-l =CT :=NC---INEER 4N1" DEFERRED SUBr`t1TT,41- rTEM 6H ALL NOT er INST,4LLED UNTIL T N`c DESIGN .AND 5UBI 1I T T 41- DCGJME T ~aVE r3EEN ~ UNIT TYF'E =APP ,OvED r3Y TN` BUILDING OFFIC14L 12' 5' 2i.Srv' „w. ~,~F~~'AIN DR .IN x',".aL~r s ~{19. }~7 r t UTILIT"7 E5M li s 3 ,L^ , , t I 54.0n FT `ii ; FFE ic?.6~1 + ~ f_ `-'v3t`s t®:s~ i Bc;+a`:i's"t:s 4" a NIT I Y L,AIER :L , to l ~ i W/CLE4NCUT ~ E,ACN t FFE lp 'c, UNIT - Tl PIC.-:L W I , 84.`i°_ FT. ' S~Rlwly i TREES fv1UST 1~ t' BB PER APPROVED --1' I FFE 1°,5 { ~ , ` ' U ~ ~ I ' DBVE,LGPPalE.NT TRCR PtJ~r w (~,i' fl l , I fl say 13 T. r_ o v ' J ; V rL v ~a ~ { uJ{ a E 1'v `t 3 r: > 0 0 _ I z { cn t U fl { a. 8 ~ w C`~ c~a FFE Ic71.6 i S4.&2 FT. fi' J t/~ 1_ I ® Q C { Lt { I FFE 105.5 -Z t>> E~ 1 S4®FT: i~ _~tl~c ~p ti9 { v ~,j ~ Fr=y 105: ' U7 ~ , E'~4.52 FT. n n. vs c ~ z i i V tta u- r FFE 1,o E E3 ; fl i N - l FF lo5.c? ; I Wtv{~`S; _ 4 ~w v ray 1 c.~ mow= ^ ~ 10.45 FT °v.l l" ~ r l0' 45, i CITY t7I<TIGARD -SITE YLA I2EV1 VN t 13UILDING PERMIT NO.: PLANNING DIVISION: Required Setbacks: Approved Nut Apprc7ved Side: Street Side: I rc.)rtt, Gtiraue: Rear: Visual Clearance: Approved ❑ Nut Approved I\tlXintuna Building Height' .f feet t'tiVS Service eider Letter Required: ❑ Yes [ No Received t3ti : Date: i r i ENGINECR NG DEPARTMENT: Actual Slope: ~ % Approved Not Approved Site Plat , -Approved N t Alproved Bv: Dite. E, 'A' UNITS ~ 1,114 50, FT. 3 SEDR00 1 2'% E34T14 LOTS 33 - 3'~ E30NIT4 TOWNHOrIES 2 "I-" UNITS 'a 1,308 5Q. FT. 2 BEDRO'p`N 2' 2 5,,, T N NW 14 5EC 12, T 25, R 1W, W ROOF TRUSS;-=5: FL-,'NS, 5PECIFIC,ATI0N5 AND STRUCTURAL CALCUL4L T IONrS LOT NUME3ER TO BE 5UB("l1TTED TO AND APPROVED BY TN . PROJECT ENi.-INEER ANY DEFERRED 5U5`11TTAL ITEM SHALL NOT BE IN5T,-%L.LED ~ UNIT iYPW UNTIL THE DE51GN AND 5U5r11 TTAL DCGU'llENT`, u-` V=- 5EEI A PROvED BY THE BUILDING CFFICI AL 12' 45' - U T ILITI~ IN E5M RAIN DR i a _ 84.80 FT. k# 1 FFE 1c3,0~ ~ t-- ' U ( LSUIL01013 iJi4'!SIC~; 4" 54NITART' LATERAL ) t ' !u C7 W;CLEANOUT S EACN t N FFE 10a.5 _ UNIT - TI"P1CAL, ~ i 8 .`ia FT. 1 ' STREET TREES MUST BE PER APPROVED - f FFE 109.5 ~ DEVELOPt4IEITT TREE PLIM11 Q Q fl F ;=E iv9m01 84.-13 T. 9 E_ LU Q) ~i FFE 10-1.5 ! © r 2 <1 2 2 C1 1 V " ® o U O{ fy 'Z FFE 10'1.5 f~ ® z 00 1 Y~7 FFE 1s3 7.0 1 84.02 FT. A, 12 rE l rv~ °g M t- ud L~ V fl o v j ' . FFE 1o::- ti " d 4,.-;O F , 4 FFE 105.01 C3 ti F~v~; t' U7 1 i P4.5')FT. S Z V ro V t; y q IL 2 FrE 10 5,5 i p Co v~ n. co L J FFF 108.0 `I - U1ly~ , { :;5 F i 0.11 a s 4" W 10 L3 45, 4 8"(-C47741 L 1 CM (OF TIGAD -SITE PLAN REVIEW E3LIILDING <'LRMIT NO., _V41---jao DIVISION: Required ~~e~~acks Approved Not Approved tiirle' _J__ itrcet Side: j Vyl, s vollf 4- Garage: q - 'Rear: .4a- ViSmd Clearance: Approved Not Approved Vlax±naunrt 14161rling Neigliv feet CWS Service Provider Letter Required. Yes o Received t3 v Date: i I ! 7 EN I EE LING DEPARTMENT Actual Slope: % ff, Approved Not Approved Site Pla. Approved lp: of gp roved B Date: 1 l Notes; ) r zt~ 2 >'.°I