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Dune Grass Specs Lots 31-32 y y Scale: 1/8' Date: 05-23-2004 , BONITA TONNNOM[S UNIT A OUTSIDE a-- T,,s c ). 8/12 9 - 10 -a0 C a II i H , 1 1 C 1 1 1 , ,_ y, 1 1 , i _i_ ( ED E. ED J - I - { i 1 o C"7 Li J , I � - n v ,r_ rn � 1 1 j li,/ ` 1--- i 1 _ - l` N I k C (G.:5 II".., - ,,,,,-.....,, , , -.....,k, „. I 1 y y y 9 - -00 y y 7 -Q8 -00 20 -00 -00 Citi of Tigard Approv ed Plans Copyright (C) Compurrusl TriE, Scale: 1/8" Date: 05 -23 -2004 BONITA TOWNNOMES UNIT A OUTSIDE _,,,='.-- 8/l2 9 -10 -00 AM 1 C./7 � C I E , C) s i I— i� . -- �— co , IT o i o i I � o Io of d 97 _ _ i ;=7 0 ,o F o o — I cD — 444 \ \4?,\44),)) , ).1 - • \,4\ ) \ti`:• . 1 I 1 9 -00 -00 1 _ 7 -08 - 00 20 -00 =00 Copyright (c) CompuTrus Inc. IPIIIiIII S CompuTrus inc. This design prepared from computer input by I IIIIIIIFII!I1IIIII11III1H111II II1IIIU[I PACIFIC LIMBER / BC 7rtn 621 OT(1L) LUMBER SPECIFICATIONS TRUSS SPAN 4' 0,0" ____ LOAD DURATION INCREASE = 1.15 , SI%E SPECIE GRADE SPACED Z4.0' o.C. TOP CHORDS: . 7X-4 -- --DF -- - - -f nBTR - - _. -- --- - - - --. IAADING BOTTOM CHORDS: LL ( 25.0) +1}L ( 7.41 WI TOP CORD = 32.0 PSI' L_ 2x 4 OF #1 &BTR DL ON BOTTOM CHORD = 10.0 PSK WEBS: n 2x 4 OF STAND TOTAL LOAD = 42.0 PSF • TC LATERAL SUPPORT <= 12 "OC. VON. BC LATERAL SUPPORT <= 12 "OC. UON. 12 0.007 C- 1.5x4.3 0 t 1 a • 1 C- 2.5x4.3 "' PROVIDE SUPPORT to NI IIIIIIIIIIIIIIIIILUIIIIIIIIIIIIIIIIII 0 n C- 1.5x4.3 • l y 2 -00-00 2 -40 °90 1 -00-00 9 -00-00 a I P' '. ,n f - , c . ' Scale: I /2" ;... : ... : SAGUARO l JOB DAME: SAGUARO 1fOIIITA UNIT A - JACK-CANT ta 1 wAHtGS: Gene Pal Notes, uM otherwise ess rioted. tot L Read ar Genwaltkees and rtrrrrngs bd ef. nnnssnr_dtxr 0111131 1. Design to subpart loads as shown.' - Q .. c 1 y. Bar eM M dim oaeaotm shoetd be advised of al Galan Kenn raid 2, Design assumes the top and trattoria chords to be laterally braced at � . Q • FILE NO.: JACK - CANT wet,.rgsLeraew,flNCdnM1Ser.naas.. 7- C o .c.anti at17.tY'o.c. .. / s �..� 3 2a 'Impel briopm9 or lateral laral brace re Ired where es atlas+a .�,1 a. tna g.[44 vmu.raa t 4 p 4 a. 4, ns tarTaliafion of truss Is tt.e tespors a cxt al the reSpes iveeantractol, „ v 0 \ 1 t \� i'1 4.P8i.t"ra4 fence n.Wingl+xn�ils such ssrr*t✓arY r.n4 dem7arerK Lra.tsg. �.nBSSURleS trusses are to 6e e used lna i?toaY environment, te environment, , DATE: 5/25/2000. rant and we i. c ntrNoT roe assuoe na re apa aty far aoa r brrot .. S. 0.-Sign assumes full (r at as supports sheen. Vern or r5ed3e If ��ll(( TT� �� J1 G L. 5, tto load shcald b. aapded to any caepen rural .lief as b.eclog and re� npessarp_ L A r w o 6/30/0 ORS, BY: NC a.,ionc. are aorrpk[c, end et no fl<» sensed any reads wane bo dos 2. IYvgn assumes adtey vn lake drainage Isprdeci. r E. Plates shall be t (:abed an b.cdi (aces a (mess, and placed so their center buds 6e alyy6d to ern/ eoerponnY. lines ccinads witti ant center lines, SE 1723045 Cwr; titan has no coated neat mw...L.1.r ha eesponetbSRy for dw 9. iJ gin led Bate size pi:tans inches. . !abrtc -wtor� hr 'nq shipment end hztsf�,6on of components. 10. for basso desigqn values of the CarnpuTrus Plate, indi;mieci by the prrl'tt T. Std. de.4a. is Aseished ertsjne Out Q 11.t.1ths Maass duns set forth '^C see I C 0.0. R.R. 4211. try TVs 4. tla - ot or TwwicSO/aCS21.55 copies ctlehioh.a Oa fuivshad 11, The Ccrap■Tnm Net Secttatt Plate is tncteafed by tie pr eft 'CW the by Campy Tn. lgonncy.HK_ designator (1 13) enb aegis 18 ga material is tmai All other a 1110 21) ga. MI1111111311 Gi mpuTrus inc. This design prepared from computer input by 1111111 11111 111111111111110111111311l1I1111 Trans ID: 51621 PACIFIC LUMBER / BC 7.1. 0141L)-2 LUMBER SPECEE'ZCA.TIONS TRUSS SPAN 4'- 0,0" LOAD DURATION INCREASE. = 1.15 S SIZE SPECIE GRADE SPACED 24,0" 0.C, TOP CHORDS: LOADING " -- '- - DOTTO24 CHORDS: 2x 4 D? 9 1 &Bf&D.TR LL( 25.0)41)L( 7.0) ON TOP CHORD = 32,0 PSI DL ON EO1TOM CHORD = 10.0 PSI' TC LATERAL SUPPORT <.= 12 "OC, DON. TOTAL LOAD = 42.0 PSF - t` BC LATERAL SUPPORT <= 12 "OC- UON. 12 • 8.00! _. u) 0 0 0 Cr7 • PROVIDE SUPPORT un cp o --y' c7 C 2.5x4.3 '' - :: " 1 -00 -00 4 -00 D0 - r 128 .m Scale: 1/2" {� °� t� � °v JOB NAME: SAGELAND RONITA UNIT A - JACK k wAW s: General Metes, unless otherwise noted, f rt 9 N t- t Rend o General Hates reed Warnings hmhere noeaa tiro hl hussies 5. Design to suppo t loads as shown- 'y r , .{C 3. lruider end er.et n «Nasser.. N.oO@d he rdvh+ed id at sword WA.. and 2 Design assumes the top and haltept chords to be latera3Cy braced at � .y c FILE NO : JACKS Warnings D efao ca no -Nbn cam/meets. 2-0" a a and at 12'-0' o.c. respechrrely, a CC 3. 1z3 cam+ tonweb rmcir no.rabo 111101010 d meals ssilo."... 3 ?s4 Impact bridging or lat.eral bracin�g " toaqw� , ced where shrNm r J17 's '4."). errs such as >»mporeey acrd "nn*"" bratilp, 5 Design assu 4 Instalhntron at truss is the responslb nrty of the respective contractor 'a`� . ;...c DA"!'E; 5/ 5/2004 4. AA '''""1 ,,s re roust be dro,�ud and provided by dredgnor ul cernpiwa Murmrs, and are for "d m es trusses ere to be used in anon -wrrosh a environment, condition or use. j • - c ` .` eJ � 1,. i 4 c eon0p.rtr.n es rceoez ma respnrst too wadi arodrtg. 6 Design assumes h t>f b earing a! o l oopporls shown, Shim or wedge if 4. Ho to a6w&Ad b. applied to any component ur010o et beating and necessary. DES, BY: MC fasteners art ca oral ^andetnoti e stsuid ern imais !yielder gazer design 7. Design ascUfrIM uata drainageispravided• leads be tippled to any owttpce0e+t. 8 Plats shall be 6xat an belt faces rat Guss„ and plar..ed so their 011tH! t. compulroo hiss no eenwl ova eM easier .a no !mavens Dtty forth. Digits win ti itemlines SEQ. 1723044 ysi, anponcrrts . D 01 e n: design size valves of plate in cndtes. M- ,anon, han,act�, shipment �„d ►,�et+uon of a i q. Fa Wen: dcss7g ".val Pte CompuTnrs Platte In�'pted by the prefoc 7. This design is tl.onsrSllid srst>}ou to the MietWV an Was d. signs sat forth 'C sea 1,011.0. R.R. 4211. by in In sts -4f or TPCWTCA in scat t-am eapiar at "tdch o h. rune. had 11. Th Cm,pJTeus Nei Secdman Plate Is indicated by the prefit "C}4'. the by cnn,iwTrus upon request des±grfator (1 B) indicates I I ga material is used. All others are H7 ga. I 1 IllIIal! C ompuTrus WC. This design prepared from computer input by I!ilItIM 0 IthIIilllEllII110EVIIIIIJI ( means ID: 51621 PACE EIC LURBCR / BC 7.1.DTf1Ll - E row LUMBER SPECIFICATIONS TRUSS SPAN 9r - 0.0" UPC 97/T0 I SINGLE l034BER FORCES 4WRGD LOAD DURATION INCREASE = 1.15 T 1= 0 B 1- 232 W 1= 97 SIZE SPECIE GRADE PANEL (Si SPACED 24.0 O.C. T 2= -370 B 2= 232 TOP CHORDS: 1' 3= -370 1 2x 4 DI I1 &f3TP 1- 4 - — T 4= _. - F14TT'Ol1' I CWDRZ : LOADING -- - - -. . --- 2x 4 OF f1 &BTR 1- 2 LL( 25.0) +DL( 7.0) ON TOP CH0120 = 32.0 PSI ..) WEBS: DG O)) BOTTOM CROP!) = 10.8 PSF LEFT = 379 RIGHT = 37a 'Lx 4 D£ STAND 1 Total LOAD = 42.0 PSF c- TC LATERAL SUPPORT <= 12"0C. DON. BEARING AREA REQUIRED (SQ. IN) -� PC LATERAL SUPPORT <= 12.0C. DON. BRG A 0'- 0.0" 0, 60 DF / 0.93 }I;'' / 0.09 SP 3E- -„-....-_ BOG 0 9'- 0.0" 0.60 DI' - 0.93 HF I 4.89 SP 'E OVERHANGS: 12.0" 12,0" ' Reactions: 442 (42 4 -06 -00 { 4 -06 -00 I 12 C -4x4.3 12 B.007 4 NR -00 T II 2.." > © c B \ �Q o C- 2.5x4.3 C- 1.5x4.3 C - 2.5x4.3 _ . 1 - - 9 - - 1 °CO -00 �4 pP ` F C '* Scale: 112" c� JOII 11A11E: SAGP.1,ItND BOHITA UNIT A - G v s N `� R� 'ms's 7 , wnnta+GSC General Ho unless othermse nctett � , , . - 1. Mad al 6tnad Mtbs and Watrlrrds Intern eotnlnretMe attars - ens, 1. Design to supped loads S y es sham,. I. '`,.. 4 C "`, c LBulaw and erendon corp=ror steak. b. advt..] of 4 aoneraa tkrrna and 2 r. sign ass nm es the top and bottom chords to be ratarally btaoed et / FE LE NO.: 0 Warning. bolo. eor®urrt&m nommeneoe. 2'r a e, and at 12 -0" o.c. tespedrvely, /`-}. J (1,a C---,,I S lta car 3, 2s4 Impact bridging d bterel bracing red where shown +. + pr.sdm7 iamb dlxi>„t mast NI «taaa slrmrt o, 4 tstallatien of to= is the resporrofto dy of the resyer :tiveconba,ctor, . 0ia"'r°" 4. as ba erd fax resttako .tomenta surdh es temporary and panwrw a bra:b,r} S Design assumes busses arc N be used in a non oa rcrsrve envtton tent, ° (cX�i 1. DATE: 5/25/2004 Nstbedesha9ed MFeevx .4bybopn,relcvnWnantuenr.. arrdare tor °dry condition'muse B wl't�v�t10 CC np rnns Cce manor.. no n ne .poehsray ler said. ba m elna 8, Design assumes full bmiring a■ A supports shu+m. Shiro orwedga If �° 6.. Mn bad sb:ul9 be apprndte Wry o mponerr t.ei otter 47 bracing and necessary. DES. BY', )!C fass. onts era aanple.o, and etno time slwild sty loads Sreu than dest.yh 7. Design assumes arteNuato dairagetsprq.ided .. tu. w a(<+ to a carre+a•+vt• 6 Plates shall be bra on God faces of truss, alid placed so VII* caller - 6, cornpusna halt to aaNal ever and ses . rea on raspo= '$'Y r.." tl Digits i wt taint a p a t e in i lines I S EQ .: 172 3 0 4 2 r,rbrir�ler� handbag stapaxthr end tatMamon et =armors-res. 100 b sic deS e ru ed t he ComppuTtus Plate, car coied by the preIlx 7. Thu rnigt h hbnl<ind st,iect M tw imbetSoro on treat designs so Path °C", see 1.0.0 - 0 R. 021 1 W Ttn le H6&9 or TpthYfG In 0401.0 Doyle. of 01Ych wi be ttertshed 91, The CornpuTnR Net Setiirn Plate Is Indipated by the refto'Ci . the byCne utreupeterage4st. desiolator(10) iidi 18gamehrla fts used, All o are 20ga. 't i1E lIi III CumpuTrus Inc. This design prepared from computer input by I II1III111I1111111111IIIIII11111111111111111 Trans ID: 51621 PACIFIC LUMBER / BC 7.1. OT 1L) -2 LUMBER SPECIFICATIONS TRUSS SPAN 14'- 0.0" Gable end truss on continuous bearing wall. LOAD DURATION INCREASE = 1.15 C -1x2.6 or equal typical at stud verticals. SIZE SPECIE GRADE PAAEL(S) SPACED 24.0" O.C. Refer to CompuTrus gable end detail for , � TOP CHORDS: complete specifications. 24?. 4 • -DE -- -11i_ TR_._.1 =.2. _. . - - - -_- - -- -- - • -- -- -- -- - - -- -. . _. .- ---- BOTTOM CHORDS: LOADING _ .. _ _ _ _ .. _ ___ _ . 2x 4 DE Y1ABTR 1- 2 LL( 25.0) +DL( 7.0) ON TOP CHORD = 32.0 PS.F WEBS DL ON BOTTOM CRORD = 10.0 PSI' • cr 2x 4 D£ 919am 1 L., TOTAL LOAD = 42.0 PSI c TC LATERAL SUPPORT <= 12'0C. DOH. - BC LATERAL SUPPORT <= 12 "OC. DO)0. 7 -00 -00 7 - - 00 .1 1 1 ( 12 C -4x4.3 12 8.00 V 4.0t 8.00 ., 2.." Lr) In ca b O `` I 4 ' 'i ° FILE NO. ✓ f c- 1.5X4.3 ° .�.- sr G 2.5X4.3 PROVIDE FULL CONTINUOUS9EARING C 2.5x4.3 0DPROP �' .. ... or 4 4128 Cr) I Scala: 3/B t..., '" � ,b • . ( JOB 2tA)fE: SAGELAtdD AONII'A UifIT A F—GE �} ' a 1► .. 2 cm N SNAP RistG:9: General tdotes, unless othernise noted % .. . t ,._ - 1. Read allC. trardNottsand afora cenatruetionoftrowels. 1 Des .Q �, n 2 C . iI4 and « lion contractor should I» W.w.d c4 e® r..rvere edict 2 Deagn assumes tt e hop and bo tom s io idss tote lateaatlti ttaood st w : "' . f 'F - G� et entetai rier. conenrac�ti co ntefxee ?Jr o andail2 -D" o.c respectuely, cJ. a tan. a. ,rr , mwt, r.. ras .awascw r,n,rilmelwft.. srw,4n.. 3. 2e41mpadtmdykip or fate ral bracing eq ale shown 4. + v .n " ;f = ' °" "e if n ' rr 9"' 4 .ASl ht val} ca" ce1 "ist';1Nerr.mKSSaxhastrrnpc.ery andpariln" tuac 4. I esign t assU the ir to be a rea- oarrs l; �t1 D l[1 J ti1,JUly DATE; 5/25/2004 muetbe de soteden d pr ov idedbyd ms i gt erofcomftat*ennfsIIa a pcegn assur nesc trussesar / etokeused inarwnmrrosveemiainent v.r , cv nd ara sorb e5 roll oed b ea bearing rat , r_ar,rxr7 rus .s,"arnc rw. rsp�iAT�2y for tech brecub. 6 Oesgn acwm b rng ,tall sup {wits steam_ Shim of wedge N 5.. ito load ..10.A4 be eppt e.1 lo lily pompon rot n'd etc./ all bracing end neto s,i ry . ' DES. BY: e 1C fasteners are a lnpleta, and at na Wee should wry loads 17 Mel than das 7 OESEgn assumes adequate drainage Is cif riled. toads b• a to any �roanesa, �.11 8. Plates shell be 5ocated on kr faces el truss, and plaited so their center "t'p hoes coin with joint center lines. L,,,,_ 4co mb, oinmtmno an tr a &ovrnazMaas 9. ph Gof pieta Id ' • SEQ.: l7 23 D 4 l fa bric:4 , 3n, tm n drrtg. stern .mandersr..dationotoorrwurrs 1D. For basic dessgnva of th CompuT Plate, indicated by the ssf's • t f Ws &slop, b Lin sted..b).4Io dw &Outle en pure dasignc sal ford C', sect i.C_B O. R,R 4211 rip7PIinMa- eIonTPInYi .5c541 63cwleso rwt doh , b.rurssr..-2 1 t. fieCompultrus, N n etSectioPlataIsind .ca tedbytheprekc " CN' true by can {,uT upon I r s desgnatar (IS) indicates 18 ga, n a�nr al is used. All ethers are A ga. e80 a slaNW Ilb 'Pam s? IePaiew z681 �i� p�! 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This design prepared frost. computer input by 1111111111111111111111!1[1111111111111111111 Trans ID: 51621 YI t' PACIFIC L432 / 9C 7.1.OT(1L 1 -Z LUMBER SPECTFICATIO)1S TRUSS SPAN 20'- 0.0' UEC 97/121 SI1IGLE NEMRFJ8 FORCES 4RRGD 1 =, LOAD DUBATIOU INCREASE = 1.15 T 1= 0 B 1= 927 W I= -276 SIZE SPECIE GRADE PANEL(S) SPACED 24.0" O.C. T 2= -1099 B 2= 630 W 2= 559 y TOP MAW : T 3= -828 W 3= -2130 I 2x--4 - - - OP - pl &R[R -. -_1 -5 - - - - Lt3�D2AG" __� .... BOT70M Ci10RDS: 1 5= °2100 2x 4 OF ff1&6TR 1- 2 LL{ 25.01 +00( 7.0} 011 10P CHORD = 32.0 PSF REDS ...• DL 011 EDITOR CHORD = 10.0 PSF 2r. 4 OF STAND 1- 3 L.. TO1AI. LORD = 42.0 PSF LEFT n 841 RIGHT = 139 C -'� BC LATERAL SUPPORt <= 12 "OC. (ION. BEARING AREA REQUIRED (SQ. I10 )311G 6 0'- 0.0" 1.35 DF / 2.09 HF / 1.98 SPF Reactions: 966 836 6 OVERHANGS : 12.6" 8 BRG @ 20'- 0.0" 1.34 OF / 2.07 HE / 1.97 SPF R C -122.6 or equal at non - structural vertical members (non). , 10.00 -00 10 -00 -00 f 12 C -9x4.3 12 8.00V 4.0" 'C8.00 C- 1.5x4.3 C - 1.5x4.3 1 I 1 I . t _ o C- 2.5x4.3 C- 2.5x7.7 C- 2,5x4.: 0 PR ... h Or 4 ? x :00 N '4 ?, - ¢ 1 - 00 - 0 0 20 -00 -00 `.' ;q .� ' . �Lc', , 111,.. CCti -. Scale: 1/4" (-- JOB HIANE: SAGELAND BODITA UNIT A - D -PART GE & 'f k - 5 , " \ fn. ad S: General tlo*. n unless ad s a ise heted: _...:.. _ C hrdsasshoem. - .. <,.- S. R sed ert No t seto Ware twirl ru o trued MU es , 1 Design to suppa't - R . B e s5ee end tl'.ehnn oormaacty e be e,Me ®d al ell Gn,se SS Ord 2. Dese rn a5sun e The lop and botto chords latera braced at tl O , . ter F ILE NO.: D- PARTGE WeaningsberoreconsVacnen „*r, 2 -CPo.c andal1T -4"a,c ten 'el . a. e. a parr,psess.un ath 1nar:Ng must t» kustebed tree shown 4. 3 2x4 Impact bddgir0 or lateral rr�accirt,9 Lilted where shown + + f+ 4. As rafsredforoen44.6ing.l.e sunken temporary end pannmmiv b radty, 4 Installa_r u ni ssisthe auto slh ecti ,„TiOT �.,>; }'1(��S i.3F. 010 t.. -� .i Denim a n 1 Lo trusses are to to dy in w r rssp.s ric e�rd ranrnent, c--„, DATE: 5/25./2004 trust bale rind ondtroYMad by da Ogler oraon,pdte olivine.. and are tot 'dty mrvlrtion`ot use ..„ cortpWrus rss,.rt.res m. raspaystbaxyecr suet, brwci.,p 6. Oeslgn assnurnes lull besnrrg at all supports share. Shim or Wedge H a No load shored be ope+ed to Any oomperrn uMl retie al br a3ry sand necessary DES. BY: MC lastenets tent corms: wa mw , ot no. ron .a hail antoss wawa, a,ea+d.area 7. Design assumes adeEqp loads b4 eppGed to arty carrutoneM. 8. Plates shalt be locdted on both laces of Vim, and Raced so their center .,..�...�N.JG ks Wn toes coinr_{de with joint cetrtet Lines, el Compuiras tae. t o crnerol ss stud yss.awz no.....perei -.by B c jig indicate see at pl a;e in Michr s. rJ�.,Q r 1723039 f.trt adcat,harrtdv,, sh'�m.rmt amd5nsieleuanof cnrnpona.Xs. SO. For basic design values of the CornelTrus Plata, Indicated by the prefix 1. rnlr &ore) is hr"rs1u =!,!mica to the G,Metlona o-, truss 6.ady.s set forth "C'. see I,C B.U. R 0. 1211. ■ by Tpth l%e41 to YHnwicA In acre ion eeples of wrath nez Go furnistud 11. The CarnpuTrostfei Section Ptate is indicated by qtrprefrf the Illy CanpafTrts toracst. des (181 indicates 18 ga_ material is used, A! eaters are in ga. . veer 111111111E G mpuTr us Inc. This design prepared form computer input by 1II(III11111111111EIII 11911 1II191 PACIFIC LUMBER / BC Trans 113: 51621 7.1.OT(2L) -Z r - LUMBER SPF.CIFICATIOUS TRUSS SPAN 20'- 0.0" UBC 97 /72I ETUGLE MEMBER FORCES 4WRGD LOAD DURATION INCREASE - 1.15 T 1. 0 B 1= 821 11 1= -276 c 'IZE SPECIE GRADE PANELS) SPACED 24.0` 0.C. T 2= -1099 B 2= 830 iP 2= 559 TOP CHORDS: T 3= -826 W 3= -280 -2x- 4 - -DE. - ..I)1t9TR_ ..._ 1 7.._,5 - •- - - -- T 9= _ -B29 - BOTTOM CHORDS: LC/All /(S" 2 5= - 1100 - - s 4 DE 614BTR 1-- 2 LL) 25,0) 7.0) OD TOP CHORD = 32.0 PSI WEBS: DL ON BOTTOM CHORD = 10.0 NE' n 2x 4 DE STAID 1- 3 TOTAL LOAD = 42.0 P3F LC', 1,WE ° 613 RIGHT = 639 c. ,,,--3 IC LATERAL SUPPORT <= 12 ® 0C. 0ON. W-- BC LATERAL SUPPORT <- 12 "0C. U01(. BEARING AREA IIFQUIRED (SQ. LII) BRG 0 0'- 0.0" 1.35 OF / 2.88 RF / 1.98 SPF Reac t ti o onn s: s: 90 19 06 836 8" 8 BAG 0 20'- 0.0" 1.34 CF / 2.07 1W / 1.9? SPY Reac 0 -142.6 or equal at non- structural vertical members (lion). 1 10 -00 -00 10 -00 -00 f 1' 12 C -4x4.3 12 8.007 4.01 B.00 r 2 C- 1.5x9.3 C- 1.5x4.3 to a :3 0 t �a - Y • • �. f e� PR ' .: ° - 2.5x4.3 C 2 .587.7 C- 2.5x4.' ° 9 <a��. - �C7 r l 1 -00 -0 0 20 -03 -00 .Ga ��, ' LC■ Scale: 1/4 Q `. . ' 2. S - o - c�.4 JOB HAKE; SAGELAND BONITA MIT A - B- PARTGE ( 7 ! WARNINGS General Notes, unlescchens7se noted: r I, Sled aY Qereord Notes tied Worr Ongcbefore condinaaa , nleuso.s. I. Designtosuppeet loads asshows. ': - 2 o o1.o erd e snttre<•wr should Ix edvrerod of ,.0 0e.rmat Nd +.Ins 2 Design assumes the its, and bottom dmrds to bo taterally braced at ` FIL£ NG . : 1'3- Bu3FLiGE W orm "msb.taa 7-0 c ar 'o tdatl7A'o e respectively, 1 XPIRES"1 $/30/0 9. . 3 2z4 Impact tedsing Cr lateral bracir f ulred where Micron a t ° - - .-- a 1,0 nnrt�gx.ssi:�! wen bra Masi Ge vrdat.d whew* .harm t. 4 Installation at truss Is the responslbdity of the respecirve contractor. a. Si izdord face. rasis m .s y ale n such ,e terrpw n ory W permarners b i... L .a. 5. Design assumes trusses are to be. ud 9 se In a tl n.COnedi environment � DATE: Dig /2001 mutt b. desigrwd.rd provibod by des lgnerd plete soik!are, and are for "dry condition al use Con,pul.v. n..rronoe no tesponv tar svon t,-see 6. Design assumes full bearing stall supports shoJm. Shim wwedge ft 5. Ho load sNwtNi bn np p✓e.t to spy nnmponare weft aRtr eaf brastrp and Secessafy. 0ES . BY : t•t.0 f. sl.nor ,at. eompr,i., and at ow u rns sh ould any kads gec design 7 6��n assumes adequate dtainage is provided. �y 8 Plates shall be Incite on both fe.-ees a/ buss, end placed so their center ---57- beds b, - egyr Ced to mry rmQor,urt. Mies easndde with joint center liner, u. cornpsfnes has Ina an nrml eeoc nest nsAnn,a no rat 5ne, Try alt d,• 9. Dig. Indicate size or plate In inches, SEQ.: 17 2 3 038 •alxkavxu handling, shvm and heLaANian oLewmpa' 10 For basic dos ean Wlues o117re CornpaTrusPfate, ihdlcated by the pretbx 7, ttin dssiyn is hffidshad etrgsd to [ha Ninth orta on buss e.stryrrs vee forth 'C', see I-C -H O. t2R 4211. L. by TM In 1414.91 oil MWtCA in Esc sl IA3 coy,i.. or,.fdd+ i b. turni,■ ed 11. The Compul nit Net Section Plate Is inrl`atedbyte prefix he by comp,lrua rpennr.y,.,st. designator (18) Irvircatos 16 ge malarial Is u others are 2 D ga- I!LIII!IIIIHll / GompuThus i1-i. This design prepared from cctrptiter inp•it by III111IIIIII I111111I111I1111111111111 PACSEIC LUMBER_ sans ID: 51 621 BC 7.1 .OT(1L1 -8 LUHBER SPECIFICATION'S TRUSS SPAN? 20'- 0.0" UEC 97 /TPI SIUOGLE ',EMBER FORCES 4WRG0 1 • LOUD DURATIONI INCREASE = 1.15 T I' 0 R 1= 927 14 1= 27 6 ;IZE SPECIE GRADE PANEL S) SPAcSO 24.0 O.C. T 2= -1099 B 2= 930 W 2= 559 TOP C}IORDS: T 3= -828 W 7= -240 -- 1x 9 DF 8LSBTR 1- 5 T 4= -829 90T'I�lld 005BBI: - - - • - • -- .. 1OA0F0G - - - T'5 =' r11 2x 4 OF 111kBTR 1 2 LL( 25.0]4DL( 7.R) 00[ '602 CHORD = 32.0 PS0 WEBS: DL O( OOTYrlN CHORD = 10.0 PSE �� ? 4 DE+ STAND i 3 TOTAL LOAD = 42.0 PSE LEFT = 841 RIGHT = 839 LC re LATERAL SUPPORT <= 12 "0C. UON. IIEARI7lC, AREA REQUIRED (SQ. Ili) ----r Ca GC LATERAL SUPPORT <= 12 "fJC. UONJ. BRG 9 D'° ARIN 2.35 REQUIRED / 2.09 Hk / 1.98 SP� OVERHANGS: 12.0" 0.0" BRG E 20'- 0.0" 1,34 DE / 2.07 lIF / 1.97 SP Reactions. 908 836 / 20 - 00 -00 10 -00 -00 12 C - 4x4.3 12 B.aoV 4.0r aB.0Q .6 2.'' C- 1.Sx4.3 C- 1.5x4.3 -, N0040, ..., n to - V -s, II ° - 2.5x9.3 C- 2.5x7.1 C- -2.52:4. ° �� pPRO. 1_00_0: 20 - 00 - 00 d1 eB v ORE .0N LS, Scale: 1/4" �' �q' -�+ cv JOB N4A14E: SAGELAND BON UNIT A - C ° { Y 2 .= wAnmeiss Genera( He tes, unless otherwise retct .(') f S Q !' r 1. Read art Cholera' Notts and Warnings b.E« on . estniodon o hla ssas. 1 Design to support loads as sham '1. 2Budder and traction M.ru n coetor shank h. odrisad or *N 6a nerd Naas and 2 Des.gn assdrnes the tog. anti bottom chords to be laterally braced at < -' E'ILE MO.: C w, n :,,®so.taoaw.siKtion somata no "s. 2-0' c.c. and at17 V'o.o.respectively. C 3. - 1x3 sinsemL mug aPasta!edMeaswm4 3 2 r c4Impactbridgingcclateralbrad required where shown ++ °° "P °` . a.�aK w ny 4 In ma y cro et truss is +ss i pons ty a m respect e resp=coatradc E Xf ry 1lR S 6�3OiO " 4_40 blend tort.. rss6 Werner ✓s such as t.erporarf end Pe 5 Duran ern rues tosses are to be used in a ran-corrosive erivaonrnerd, c DATE: 5/25/2004 m.,s-tsars ia.A r^'°t"'- -nd ate tor 'dry canIb corr•qurnn assumes �n tea pcvis i7r tar r, Wooing. b,s. 6. L3 esign assns full bearing stall supports shown. Shim or Wedge1 S• PSo toed s barapOoi lo, any comp ofliO. Lastil .5=ail booting and nxessuy. DOS. AY: 1`C rastm" rs m ornaru, amatno *.aaotdanyloa ti, eatar design 7 Dessge as m suesadequatedtainage ,. loads be ape Ss at to wry oa"apn. r". 0, Places sltail be lr�ted on both Fares of truss, and placed so their cnritar 9. Con uTrta hes no owrtrw ov.r end astr ears no mptnsbity to.. tr D igit coincide sizes) plate in inches. i e. p 9. Digisind;dteszec S EQ ... 1723037 hats ;ten honor d, abOm,H and iastenation ofowrW4,c^ 1 O. Fat bask drasi n values cd the Compu7rus Plate, Indk rtvd by the prefix 7, era a e r1 a. is + shed. Anil s blast to in. l al wits on " us s aa skim sat uuu, V, see k C. t1 U R.R. 4211. by lei in la eel a W WT CA In ecs1 t..ca onples or .add, vii be ame.he4 11, 7]re mp ul ru s tlki Section Plate Is indicated by the Nett TM' the Sy co Mrtnxs U11.4 '.'Pest design31or (15) Indicates 10 aa. malenal is used. M erg are 2 ga R11111111 DCIIT1puTru9 Inc. This design prepared from ccmouter input by �linill IIRI In 11111111U111il 111111111111( Trans III 51621 CompuTrus F•ACIST.0 LUMBER / BC 7.1.0?'(LL1 -Z r- LUMBER SPECIFICATIONS TRUSS SPAN 9'- 10.0" Gable end truss on continuous bearing wall, LOAD DURATION INCREASE = 1.15 C -1x2.6 or equal typical at stud verticals, IZE SPECIE GRADE SPACED 24.0 0.0. Refer to CompuTrus gable end detail for TOP CHORUS. complete specifications. 2x 9 —0F 61 �S?R - - -- --- •-- -- --- - - -- - - L4AI}IN6 B TOM CNDRDS: LL( 25.0) +DL( 7.0) ON' TOP CHORD = 32 PS u x 4 Of ES: DL ON BOTTOM CHORD = 10.0 PSE NEBS; cY TOTAL LOAD = 12.0 PSF . c, :x 4 DE STAND - 'C LATERAL SUPPORT <= 12 "0C. 0011, BC LATERAL SUPPORT <= 12 "OC. UON. 4-11 -00 f 4 -11 -00 ‘f / 1. 1 12 C -4x4.3 0.00 7 4 0" N00 Li) Lo o - ✓ i e C- 1.5x4.3 C- 2.5x4.3 PROVIDE. C .5x4 .3 y1 -00_00 9 -10 -00 } 1 -00 -00 i 1 • 4 t�D PROfi -. 4, <(.,44, . S A S l' mi ;. `' iZ8 1..C .. Scala: 112" (-v JOB NAND: SAGELA2;!D BONITA 1D1IT A - A -GE t � OREGOl q.) .. 1 rtnttxtns: Ge¢etal Notes, unless utt er+nse acted: W G c I, Reri al Garw Notts and 5or es bbM» «net Notion W v+ros.�. 1 tx`agn to supycd toads as sbnan. 2. eSer uvd enmdlon coMactur skulk' be entitled at t 6Wenn Na es mrd 2 D esskJrnes the top and bottnrn chords to be laterally br toed at 2 t C75.' { FILL NO.: A-GE Wa rrigs b.ror• oma,nustoncovraneret 7-O o ars al -0'• ac. tesc���cci;ar,ely, ( 3 a t sl oorec••essn" ®mnrx: rrwst b. iramtl•d wf,ere •t rranst �. . 2c4 Impact bndQul9 se Palaral Gracvng r ulred ttittere ahewn �V \`N k txari.,m, 4. Irelb»n o1 truss s',tro respctfsililrtyy the respa�^Ir.�a,u+ntract.c`. nent, DATE 5/2 4. An tmerak." roscsWw•I.n"'" wctr,.s temporvY" p"W'W 5, i t sgn busses aretie p•e usedrnar�rrosrveern ti 5 / 2 004 rraf sl be mstg�. rdxndpravtd o dbydesWn•rofe• "r{:act•atrv:utre and areIcy'd ry oenairion'a1use. C otpultrus:...nes no ras prnot.rg•y rot watt bra. -log, 6 Design assumes dull bearing at all supperLs sbaem Shim or Wedge II 0. No laod stgAlld to rpPF.dto aoyoompdroM until uRm all totting and nc+0essa.y. EXPIRES 6I3014� -- DES. BY 14C feel eins ore aare :w.,eneet no ernes should any e dftr 7. Desi -- Lat drainage Is provided dc b• 'NINA I. arm« 8 . Pa re shaX b e Ied oa bo h facts of truss, en p so th fae center B, C nveires has tw .or a twat and etsrsn «a no teopO0o Y toriln. hies c wiz i m nc inches l SEQ.: 172303 D. i indicate b a s to lesine o d plat tt h eC aes . t thriatnsti tw�'a+n, cbgtm•nt z¢ni'ststeRat4rnr of corrporiants 10. For tali. de_sionrrahie9 of tk'.e CampuTNS Mete, indicated by khe profit t, rtis 44s 44s—ion k furnelsd rub -tett to Cr. trpitztiOCS an truss d.spyn set forth • t"', see l.C.6A RA, 4211, y by TP ) bteai a fR'MCA In SCSI n.on...pans of C)V.nri be hrnlan.d 11 d e ign ny lTb`) i Net Sat18 g Ala I 1 the c ha r X07 Pgd r by Compul upon ne ooL .. '`