The URL can be used to link to this page

Pennywort Terrace Specs Lots 40-43 r-t LT - iiii_ta i V it LI , . . L. 42— t—) ern\ r 62 ----17 S I, ,=---- L) / (47 / Scale: 1/6" Date: 10-11-2004 SAGELAND BONITA B -UNIT 9-10-00 — —_, "131 1 N. --- ir 1 N ....1 1 ,,-- . — H .... MEI a.-. , ____, , k. , . ____ ..,. N b ••, 1 "-, __... _ — - 1 \ 'I ..% — _ &N ce bq --- .., •,.... . .q .____ •__ . . $,,,,„ c=> 1 9 11) VAULTED -,, 1 . _ (17> cz, „ -i , 1 N "I CF) %.14 '‘. -I - -- — 1 N . i. I q 1 1 k 1 ZI • ____ i • ,... . _ I • k .., . _ N ---- 1.7 z ... * , ....m.litb•Sk. M . \ 1 .. r...k NI B I / ■`' — '', ,-- ----, s.. „---, 1_,/, F '; 1 / 8-10-00 7-08-00 20-30-00 / Cop y r ight (c) CompuTrus Inc. - d oesBcceos E uose.r 0 TO i7.11) T T *10(' .4 ti Scale: 1/8” Date: 10-11-2004 SAGELAND BONITA B-UNIT r 9-10-00 -,-- -,,,,,-,..- ..,1 g,, _.„..„ :4,..„..,=,,,o, , ,,,, • .,.. ... 1 ki , 1 i 1 4 , , 1 _ 8/12 I - 1 k k4 I 1 % , k ! ./,.., _ 1 ,.......,.■ . . Lo 1 cz) VAULTED CD I 1 CD \ 1 1 ' kt 1 1 \ _ • ''. i & i \ N 1 4 .------- — ,t).. \-- ‘,..„.• ... .... ,.\-- ,,,.:. . 12111 1111111111111 1 -MIIIMIW , A_ '----' , 1 , 8 \ 7 I 20-00 Copyrigh (c) CompuTrus Inc. I - d oeGcce09E uoser d9g:TO - 170 TT 100 II'f1111111I"I CompLJTrus Inc. This design prepared from computer input by 1111II1III1If1l111If11III IIII !Fill(111fl11 PACIFIC LUMBER / BC Trans ID: 6545P 7.1.2T(1L) -2. LUMBER SPECIFICATIONS TRUSS SPAN 8'- 10.0" :Gable end truss on continuous bearing wall. i :: LOAD DURATION INCREASI? = 1,15 ... -1y2.6 or equal typical at stud verticals. LCl SIZE SPECIE GRABS PAiI£L (S) SPACED 24.0" O.C. efer to CompuTrus gable end detail for TOP CilDRU5: = om P P -- lete_s ecificatio s. - 28 4 DE 4 B _ _ 91TR BOTTOM LOAD E 1JC, 2x 4 DN 41LBTR LL( 25.0) +DL( 7.01 ON TOP CHORD = 32.0 PSF DL On PATTON CHORD = 10.0 POE -,...-t- TO LATERAL SUPPORT < l2 "0C. U014. TOTAL LOAD = 42.0 PSE • r` EC LATERAL SUPPORT <= 12 "OC, ION. 6 4 -05 -00 4 -05 -00 f 12 C- 4x4.3 12 8.00IZ 4.0^ 'N8.00 I o 0 C- 2.5X4,3 C - 2.5x4.3 0 f 1 -00 -00 8- 10 -(l4 1-00-00 r1 ti• 0.PRoFCV 'c, AGtr F g? c IV c Scale: 1/2r • .. .. JOB NAME: EFIG- SAGELA8ID i3DNITA B UNIT - F -(.E ,� .w t ' C---.4 WAANINGS: rr ' t. N. :'at �: I. Rasa r o . rd Nonssnd Wrntnpse.iw� coma of [Maumee. General Notes, to supped to otherwise holed: .. �� 4 �0�++ , per L DeJ19n to supp d roses es sham n C o '¢a" ..✓ -t FI ?�0 t:' --GE 2. eultd"r oowllnh rm,trxsw should 6e.A.t. 4 of dl GaLard Mats uAM a Des�n a.ss1os the and bottom chords to be leie2JFy braced of O j ` ",, .� � N C Wuntnys haSoncortsUlc lion comoa,uic s. T o,c. and x1 - .c. nrspniNey. /� y s � . S _ br ♦ �> iX3corrpr�l vela 6rodnp ��St Bo lnstdl.d wnarosha,.n .. 3. 244 Impact bri of lot erdl r red where sliewn f f , 7, c " DATE: 10/13/2004 t A iar d.otynedandmetacat.yd�slorww i.tos weep laradnrd, 4. . I t eg in ea r Ls es a e/dr - o 1, •. m Gocrpuins t�unrtSnora�reoThINyfor sa#.braclnp. and are for `dry oondtn "or tea. - t-� • .1 S. No twdsh�nEd b. pp 11.d to any �r ® «rent WW1 brae t% r oas assurzu°s (ul liming et at supports stkYnTt. Shim ex wEd9e tf r` i - I i DES. BY: LR nyand _ . tnt.naswcwnptNs, and atom MtesAwld .nYlo.da- fiery Madge 7, Design �3 tJiYs adequate dalro3e is provided_ 1 In.d•ba aep9►d to any curnp■.n.nt 8. Fetes strait be lecaled on both face, of truss, and placed so this center `' ��{2.: 1937413 r. (� r,urr shay nil a -of COW and esu te nor pons bill y tw O. toes cotrdde with IGLU reader liras. O t.br0.y se, brt:fna, stsrprnent end uutdlaton ad ccpiPeiee.,. to, rs b+ ern emsl tt the CompuTrus Mile, indirlerl by led Nana 7. mss dradpn is hr,usha m,ol►a m oya ruttaLIoi- on truss drelQsa sat toren 'C^ see I.C.8.4. R R. 4211. 1fp by TPI In H1841 et tN Tc.& to RCS7 1-03cop to of whkh Mal b. lsaJ tree 1 t The CarrpuTrus Net Se en Plate is indicated by !he ixtitor 'CN the by axnputnaa epos rquosr. desiretor 08) Indicates 18 ga material is used. All d.hers are 26 ga. 1111113E , / ompuTrus inc. This desLgr pr. spaced. irota corr,put_er input by IIIIIIII I /11111 ri IIIIIftI 11E1 FACIFIC LORBER / DC Trans Its: 65458 7 ,1.2T(1L) -E LUMBER SPECIFICATIONS TRUSS SPAR E3' 10 0° UBC 91 /TPI 5IUCLE tiEtiBER FORCES 410100 SI ZB SPECIE GRADE PANEL LOAD DOEIATIOO INCREASE = 1.15 T 1= 0 RI= 227 N 1= 95 TOP CHORDS: SPACED 24.0° O.C. 0 2= 362 f3 2= 227 2x 4 OF ti&BTR 1- 4 .. T 3= 362 °- _ BOTTOH CHORDS: LOADING T 4 = 9_ _ 2x 4 OF d ?4B3R 1- 2 LL( 75.0} 7.0) ON TOP CHORD = 32.0 PSF WEBS: 2x 4 DF STA1111 1 DL ON DOTTO}4 CHORD = 10.0 PSF LE3`T = 371 RIGHT = 371 - TOTAL LOAD = 42.0 PS F n TC LATERAL SUPPORT <= 12°0C. HON. ltLltBl)lG AREA REQUIRED (SQ. IN) • - BC LATERAL SUPPORT <= 12 "OG. HON- ARC 9 0'- 0.0° 0.59 I)E' / 0.92 HE j 0.87 SPF OVERHANGS; 12.D° 12.0" I4RG 9 8'- 10.0° 0.59 DF / 0.92 [IF / 0.87 SPF Reactions_ 435 435 4 -05 -00 4 -05 -00 12 { C -4x4.3 12 8_00F7 4.0w 8.00 , 2. i • o en 41 o fli___________ °k " \ �o v ► -'P 2.5x4.3 C 1.5x4.3 C- 2,5x4,'., J' l 1-00-00 5 -10 -00 1 -00-00 n ��0 PROF��r, . s t c._ Scale: I /2° � � JOB 8A14L: 8E1G SAGSLi1ND BO1(ITA 6 UNIT G c----4 'rrARNINGSZ ... General Noles, olhyawtsera/lel: (j) .. ---/ t. Rod ai Gan Notos°artWunln p. heir.. wnstrusn w. at trussas. 1. Design to orppor loads as shown. 0 iS"" r - 2 Bulkier anti ur#an canhxcta shad he WM c4dl G°wd Noce and 2. O o ass i.ees the t a nd bottom d wtds to b l a mal braced a , � " ''''1,_'''' • -,,t- FL LE NO .: G s in p s O Warnrnpsbatas constnw cmruronws � - --.� rrY e. the 2 ° o . G c b of Ir r o . c . res a o+rRae Ton wco MtcinG must , 7sePvh. «as a, 3 2x4 l Ci bridging trat brac'�ngg required ect s co r a 4 ��`• � _ (,),1‘. cv DATE: 10/13/2004 a. --- -r mast b. wN�d de esat. tow, np 4. I q Losses-are asn n..es the sti y x r lob � � in a Ifier -urn earn7rorinen r ` , l by a c�eptato strut ass, aryl are- tar S kmr nn ° dust, n �..`.• carpu hats .asurm;no not, onsd bitty rwasch lxnrhip. 6. Design rues hll bearing at all supppoits sho401. Shia' or Mite if , �r - • 1 � . DES. Bx: LA . should ba applied to ryaaarpnn•rslanet eq ba.dn0and J GI /, 5 No Wad s € asianars pre, cormpi.t,•nt en. rmtiw zhorgr arlyiouts Qa,Ia linr cited dn 7. D nasstlrnes _glatedrrilrxrge'sptOVl4ed. - , . - -mss- ; I--- loa ds b•appard to say rnnpaxr.i6 8. !=ha re-st, rth ha ^ W lru and ptad their eir center (-' SEQ.: 1937412 I. CunpuTrer h.na coil trcAo a.ndassuraesnn osiblity},x 4�esconrdeWlhi�irtcenter trio,, tabrka1l nr and Srrstaf6a9nn at w+ren B. Ggno indlrcRte size ❑t Oak. in tn`tw 10. For basic d 7. this dastpn is twatsAadeW)aq M the lioimdpn& VI.. d.�ipns sat forth rssinnvaiu of the CarnpuTnn Pate, Indx:a -1 ltry the pretbc 61' gin hr tit0,ai « T$'NWTCA to aCSi Sdnc "G`, Ste I.C. E3 0, R. R 42 l t. opF°e of attest win be rumtshad S t. Tt}t C❑rnlxtlna Net SeUlan Plain is ixiiraterl b) Iha prefix "C1F" be by CompuTnas ono., raga./. designator 115) rates 18 ga. rnatenat Is used All sthers are 2Oga 11111111! lti ll C ®mpurrus Inc_ �T 'his design prepared from computer input by IIII11Ii1ItJ11111IIIl I PACIFIC LUMBER / BC Frans ID: 65158 7,1.2T(IL } -Z LUMBER SPECIFICATIONS TRUSS SPAN 9'- 10.D° table end truss on continuous bearing gall. \ LOAD DURATION INCRP:ASF. = 1.15 C -1x2.6 or equal typical at stud verticals. SIZE SPECIE GRADE PANF.L(S) SPACES 24.0" 0..c. Refer to CompuTrus gable end detail for /OP CHORDS' complete specifications. 2x 4 DE V16BTR - - -.- - -. - - - - - I - 3BOTTI»1 CUDI1FS i - - - -- - LOADING' - - 2x 4 DP IflisRTR LL( 25.G)1DL( 3.0 ON TOP CHORD = 32.0 PSF Lfl DL ON BOTTOM CHORD = 10.0 PSF ,-` TC LATERAL SUPPORT <= 12 "0C. DON. TOTAL LOAD - 42 D PSF r' BC LATERAL SUPPORT <= 12 °0C. UON. U f -f 4 -11 -00 9 °11 -00 __ r ■ 12 12 B.00✓ C- 4x4 9.U° ' A 2. t _, t .q, o N o C 2.5E4.3 C- 2.5x4.3 \ 1 -00-00 9 -10 -00 1-00-do . �' ?R0F a5 r 0 Scale: 1/2" JOB NAME: ENG-SAGELAND BONITA B UNIT - B -GE .° * P c" WAftNUiGS: Gentire' Roles, unless otherwise pole'± Ci k S \ � es.: . 1- Real tit None Gonave Nos and Wmsiips before coots lawn on ad trusses. 1- Deem to step port loads as shown. " - (Y 0` . 29all der trot r.ctl on cxasn oifnr shone be .dt95.d of er Morro! Hoo uana 2 Des ri assxres lha top and 6tenl nrds to be l ly braced at `i. . v FILE N O.: E-- GE Warnings ken . norr rVC$nn commune . T -0 e_c. and e1 12 o s, res tie . ! " . .' t s.1rscocp �cn wok berJnc stn®. 3. 2e4 ID bridging =rig edwhery shown �+ Y r 4, Ali t rya turd. t onn . 0.'. P '+''.'Y F".7.e,ent b.,,ano, 6. D tnfk a lso to trusses the to Lesso In t a% n astve e r.frcv rcert . DATE: 10/13/2004 most bo Cosigned and proNd°d by s.neienn otrnr.pi.0 sren and a for "dry l it f l on gi a a Cr'. Corry lid skins stead rd .p tto rrspanslbit tay tar siren bowing_ 6. Design a Rirtrs fit Lrarir al al supports shown Shim w wedge if ` A ! r — 5. No to DES. B7' L� . ad tead bo rap* to any una rata dtteradnp end sexessay. Exsbeaets a o compl.G, rod it roe area. hedies any lee ser.oter thin design 7. Design assUrnes adeoLiete drainage is yov,idyed. 1- feeds bs appfiedto am" wmpcnmt_ F. Plates slsafl be loads xtbothfaces at Imo, and *iced so V f C. Cot Ors %e control over and os en no to am lines coincide wih join oerder limn S L 193 "741.1 g- Oigitsieiadeeszeof - the s. O Q • 4abricaenn, hmdR}n, shl t and lns+.rr °son al envoi }O. Fa basic des�ppn vairc of tF.t Com�lTns Plate, - vdkatsd ley the pretbr ?. This design is tuorshednutted to enarch Naas on Suss dad p set forth T", see? LC no. ft_R 4211 by the prefix `CPC 1. . GyTel ro - ar TFWVTCAin un r 143coptre event* s be .. Put"6fiod 11 The CcotpuTrus Net Sedfcas Plate is irelicaied by c.erpuntis upon r.quoat. desigmtics (16') badtcates 11 ga. role dal is used. All oliers are 2 D I a : a n Inc. Thi design prepared from co-nputat- input by Hitt f111111111111Il f ll ifiil llI 11111111 1111I►I If ll�l / PACIFIC LSMBER / BC Trans ID: 65958 .1. 2T (114 -2 LUF4SER SPECIFZCttT102t5 _ n TRUSS SPAN 20 3 UBC 97 /TPI SINGLE NEMBEB FORCES 414RGD • r SIRE SpECLE GRADE PANFL(S} LOAD DURATION INCREASE = 1.15 1 1= 0 B 1= 1666 W 1= 1123 ,r SPACED 24.0` O.C. TOP CHORDS: T 2= 2021 B 2= 1626 N 2= 1178 2x 4 DF rok 1 b 2 3= -416 B 3= 787 H 3= 505 ° SOTTat1_GHORIIS: 4 049 N 4 246 LOAD - - - -- T 5- 4049 2x 4 DF 61&B R 1 3 LL( 25.0}1DL1 7.0) ON T0P CHORD = 32.0 PSP s, VIERS : T 6= 0 , ,.c. - ?.x 4 DF STAND 1- 4 DL ON BOTTOM CHORD = 10.0 PSF ` TOTAL LOAD = 42.0 PST r " TC LATERAL SUPPORT <= 12 "OC, 1100. LEFT = 840 RIGHT = 1340 c j DC LATERAL SUPPORT <= 12'0C. UON. , OVERHANGS: 12.0* 12.0° IIEAIt1NG AREA REQUIRED (SQ. INj Reactions: 904 904 805 3 0' 0.0" 1.34 OF / 2.0'I RF J 1.98 SPF R85 0 20'- 0.0 1.34 DF / 2.07 NF / 1.96 SPF C - 1x2.6 or equal at won- structural vertical members (won ). 10 - 00 - 00 10 - 00 -00 12 C -4x4.3 12 8.00V 4.0" "N 8_00 C -2.5x6 C- 1.5x4.3 a C -4x9.3 `� ' ,� 111111k■ o o w. C -5x5 + o ° C -5x9.4 C- 2.5x4.3 0 a 4.00 4.00C:._ 12 12 * t, oR� o PRO1 , 1-00-004-11-00 4 -05 -06 10 -07 -08 1- 00 00 ��cp ..�•'., cS�,� 20-00-00 et . °- Scale: 3 /1G° JOB NAME: E}1G-- SAGELAND BONLTA IS UNIT - LN-VAULT GE r - ? a ' <V wat General Notss,uriess otherntse noted: CI ,ice , 1. R.°d a71 Ga>,vd ka tras and Wanlnas h.torecons6vc8rn al htsses. 1. Design to svppod loads as shoan C�. ' .--- 1 - FILE NO.: D - iAULT GE 2 . Gride •nderRohcontracrOP�aufd b.aclas.0at.11 Gan .ralUotas.nd 2 Des[ nnssirn es Ova top and bet ?wneiords �ry y�. , Weminps h.hveconaEVCtlomcmxrwr+�s. 2'-0 o G and x112' -0'o.a f +xine3y P '('- : s. brianore® lonwwbrad namatb.b . sta.dA,.r Aunt", .. 3.2gl�nPpaadbrdgi orkaterai u�3 lueedvAwe P. V 4. AII1n•ratfe•c•t.slstln0 d.m.n�wcA as l.,porry ." p.axn,m.nt beaclnp, 4. Irsfatfallcws of in is the blrty ut the saspea a contractor. DATE: 10/t3/2004 m�rbr gnat. dprnvft .a6ya,iyn.rol�w,ytMrfrusw 5 . OEmass neslwsrsare tobeteedl .anrnanus }eer onn-r 41/14/are for dry cvrx e g" of use. cn s.t4o an hortd ...hafasponslblllty timing_ el. Dasignassurn. fut beasingal ail suypcds shown_ Shen orwedgeii * .�3 . T ` DES. BY' LA phis to any Lu,.y...nt wCIrff cam A braclno and nece.QSary, • - _ ._. _ - ["stoners are comp444 andal.o tttm shatad any b•� ®raattf than d.sfpn 7 . Design assttnasadac1tote d"ai"sy° I, ra • F--- louts b..ppitad to tiny entrgomn>, el. Plates sLra3 be levered ee both faces of truss, and pieced so heir racier U SEQ. 1 CanpaTrur hew nocottid nn. end.sssen.s nc.espovribflitytu foe Naas rnlrrade h }girt eerier lines. O t Siiinsitte` Q . : 1937410 fArkatl.xy nt.ndinswl•Manof 0. g ic des g 5 � 4 t e v a lus of�C arnpuTrus Pta1e , indicated by the piefi< 7. Thb. design is tumish*d sobJ.d tit rh. tlnftrbans on trees dell pns ma brat T gee I.C.8.0 R.R 4211. byTPJ 1n Ha.% a 7PENWTCAM acv I.ascopr.s of Mach Met be rorras..d 1 r. The Co mpukns Niel. Seddon Plate is rtdreated 117 the pprefu 'CN` B �' bycotrp alms op. request designator (I4) indicates 189s, trelariarl is used Al clarets are 21 ga. 111111111111r / CrumpuTr inC. This design prepared from computer anent b' (��'ll�� I _ I I��I1�'If��l��'�II��I !// PACIFIC LUT`BIER / BC Trans ID : 65450 t 2, LUMBER SPECIFICATIONS TRUSS SPAR 20r- 0.0° UPC 9'7 /TPI SINGLE HEJ4BER FORCES 4J11GD SIRE SPECIE GRADE PANEL (S j LOAD DURATIQ)t INCREASE = 1.15 T I= 0 B 1= 1662 W 1= 103 POP CE {OR13S1 SPACED 24.0" O.C. T 2- 1015 0 2= 1659 H 2= 479 2Q 4 DF 91ttB'TR 1- 6 T 3= -1402 13 3= 1659 W 3= J292 °- _ BUTT0f1 CHD(tD13 : _ - - - - - - - -- LOADING - T 5 -2015 B 4 =- -1662 W 5 - 103 2K 4 OF lF14BTR 3- d LL{ 15,0)IDL( 7.0) Oil TOP CHORD = 32.0 PSI' T 6= 0 W1;BS LCM 2x 4 DR STAND I- 5 DL ON BOTTOM CHORD = 10.0 PSG' TOTAL LOAD = 92.0 RS? LEFT = 840 RIGHT = 840 r-- TC LAY$RAL SUPPORT C� 12"0C. UO{{. - PC LATERAL SUPPORT <- 12 "QC. UO1,1, BEARING AREA REQUIRED (So. nil 2 R OVERHANGS: 12,0" 12.0° PRG 9 0'- 0,0" 1.34 DP / .07 HE / 1.98 SOP Reactions: 904 904 5115 D 20' 0.0" 1, 34 U£ / 2.07 .1 FJF . / 2T {1L 1 -E .98 SYF 10 -00 -00 10 -00 -OED f 12 C -4x4.3 1 2 8.00 4. 0" 8.00 ! C- 2.5x4.3 C- 2,5x4.3 4 41 a C -5x7.7 I i> C -4x4.3 C -4x4.3 in ° C- 1.5x4.3 C- 1,5x4.3 0 CD I o �1 4.0b 4.00L 12 12 ��4 a PR4JPS,s 1 -00 -40 l 10 -00 -00 10 -00 -00 1 -00 -00 �rift ' y g. 20 -00 -00 .ca.. .,, Scale: 1/4" JOB NAME: ENG - SAGELAND BONITA B UNIT - C- SCISSOR C> � 0 , C,1 nrvn SUAKINt:ss GennratNolos ,urlessottisenoted: 1 R, Co . I. Rood all Canard Hntas .n J W rn hogs halos car siru,4on el Somas. S. Qest)n lo strgyxxt leads as shown. g y 2. 12424 sr Indarnwlon can traaw should Isea8.tsad or all Ottawa Mahe end 2. Des��gna.esrrttes lhetbpard beer d teleran ,/ to be tele braced el o1 FILE NO.: C - SCISSOR WotrLios t a taro suna rucAon.aanr F r"rwis. - Or - gc, and at 1Z --0" or rrspedlo . } y� i t ( ' ^� �' , a. talcocrtut$3on wet brztrrp rust be fnsuff.d aIftwashawfl •, 3. 2X4 Impact hangings lateral Nac nig requked winery shown a eN� �r *� � - o! - -- +�[r. ••_ ^. / 4. AAli Idr.et Sores rnd Droste ...I e. his o ary °m pm.nt orxdnp, 4 Iresitraeon of In= ' s ltva rtsporuib leycl Lite e e specbvu cortraclor. ♦, A ._- c� DATE: 1D 13 / 2004 rousteodostpn, d en tnsa Nob 5 . t) r �ign asume , ttosses and are for - dry s hal b ias of toe. (s Compatrycass a. o re.pobslmtllty w tl ch bnnz 6_ Design etssunnes hil bearing al ail suppans shorn, Shm Dr i weAle tt DES. BY: LA 5. Ha bs3.houW hopp ralta unyoanpon.nt uoC3 aver .r bruins, and necessary. arusaatrsorscerata• F0.arseetnotiltwarterialanyl .Lisstraatwthand.slan 7 - Qesgriassunes ale drainage 5 ideti E- Icadsh♦.ppp.dm°•l ' a S. Ptates stt De Iorhi on hoth facts of tttiss, and ptacai s� th e 0 cetuer c---) a. CarpuTae hes no contra: nor and estrae no rsgondDlilty toe Bw IGeswireidew3hJai7l 1 SEQ. 1 9374 ©9 t�rsaea,rout, nays. n, rpn,anto,.drrsml�uanor«er�anana e CS) 10. F mo b: � se A 5 g�t va e In TrttsP�ie, lndbated the et T, Tht.da sunFsoeast.e dcohJertto the Ilydtarts .sat truss desiar5sasl(ores 'C', see 1.C.B.O.R.R.4211 C, apPu ' !WTI"' b 111841 or YAVW>CAfta 1dJetptm o8nti fcl /KR be lientse.l 11. The CotnpuTno Mel Section Plate is indsc bry the pref'tt'CIf' the ? . by OmnpuTrus bp oft aagnasa. deslQreitar (IS) Irdiretas 18 pa. trete-al Is usetIL PA otters are 20 go. 111E1111111E l / campuT�us inc. This desiar, prspareq f rem computer input by �IIIIIClJiII II 1lCIlilllll PACIFIC LUMBER / DC Tns Ip: 5468 7.1 ?(1L} 2 LIMBER SPECIFICATIONS TRUSS SPAN 20' 6.6" UHC 17jFpI SI't t1EJ4ES FORCES 4NRGD Lc, SIZE SPECIE GRADE PAYEL(S) LOAD DURATION INCREASE = 1.15 T 1= 0 B 1= 82 N 1= 2 "t7 TOP CHORDS: SPACED 29.0° O.C. f` 2= 109[3 112 82 S3 Z= 55 2s 4 DF 410311 I 6 T 3= -827 kT 3= 277 BO TTON CNDIUS : - - -- LOADING T' 4= 8'L7 2x A DF 014 TR 1 2 LL{ 25,OJ +DL( 7, U} 05 TOP CHORD = 32.0 PSF T 5= - 1090 WEBS: i 6 0 Is, 2s 4 DF 5TA1f] 1— 3 DL DV BOTTO)1 CHORD = 10.0 PSF r TO LATERAL SUPPORT <= 12 °0C, IIOFI. TOTAL LOAD = 42,0 PSF O BC LATERAL SUPPORY <= 12"0C. 17014. LSE7 64D RIGHT = 840 OVERHkitC 12.0 12, p" BEARING AREA REQUIRED (SQ- IN} Reactions: 404 904 C - 122.6 or equal. at non- structural BRG @ 0` 0 .0" 1.3f DF / 2. 07 HF J 1.9E SPF BRG Et 2qr 6 .O" 1.34 OF / 2, 07 RE / 1.98 SPF vertical !tempers (ttoh} . /0 -00 -00 10 -00 -00 12 C - 4x9.3 12 8.00 4.0" 8.00 ii 2.'e C- 1.5x4.3 C- 1.5x4.3 tn ca ° C-2 .5x4. 3 C-- 2.5x7.7 C- 2.5x4.3 Q 1-00-00 zo —oo —oo — 1�0o —DO 'I Scale: 1/4" ••■° JOB NAME: EHG- SAGELAlTD BONITA E UNIT - B -STR GE c wwNlNas = 4 0 `' s 9. Road dlGvlwdNot� and Ylrenfngsdafaornn .e7uctlonot De GenaielNolas ,unlessothenvisenare& Q. 1 e n Jo ■ 2 eadh {y end a«stan cnner.clnt should he adrin"d w el Omens] Nue., and urne l leads as s} KnMI. i. �? �� .: FILE HO.: H -S'FR GE wamBnpsbdoro oonsvaicnon 0wwtwrrcas. L Dee mimss the lnp arv3 battoen c2 oede to be 7al.eraly braced 741 2"•U'oc anJat12'- O'oo.res reety. tY]naeprsssibn ereb fuacsri n usfb■ Inshftel whet oshown s, 3. 2c41n peq Q pad bridging or lateral braclop r 7t5,ed wtretu shown + cv DATE: 10./13/20[H must rc ng d®nooa w ranwt hraYnp, 4 I estgn to respo be u sed respeotive [ t� must h° designed end pratided aydastsnet at s.rnpretastrucnrn S. and ar t yoan - o f nbe har�an- Snf7nsNe rnvlrc,n,nsfN„ �. \� G! �� Ij� c�! �' 4./U Wuxi t h cumrsrn,s ..same nn t+es3a Wty8e surd brsdn'T and aro rot "dry kit �d us-_. - — - U.S. D., BY: LA 5. No lard s,n„Id be .pptied to enyeonq,oatt until dust on bee a5 and &' a 8S5i.Ct�.4 itd hew at aiisuppatis Sfvs{ti Shim brwCdgt r tastenms ra asninet, - rind a bo&Da stxwid any loads motor Con&Elan ?. Dr.t4gna4Rrnesa I fe dralm _;s ded. } — applied *o cry oarrpony,t. 8, r shall be tocai on be €aces 0 I! rum their , end piao ae eenler U SEQ. 1937408 Cwr[nTrus 0as iw os,trni ova and assurer- no ctspaesihinty to the Bees coincide atoll joint cer4er lines fear! ,don, h.a na..Lblp men* end trsbensttal otcon�p oneram fort 9. (ndicaie s¢e of pfatem ir>rt',e. 7 - This d��,tstum�ndsAbiRct to the IlMr.Ymson nuns �ynswt fO ,C'e eetcdR C) R.R. by TP1 In 10541 a TPUWfCA In 1134=S7 1.-ad acplrs el 0Lbe 1A he [bmtsiW The s el e ci1. • by s - upon request. 11 Ca lor T (1 I Net Sedan a r n l exiicaled d Ube p e 2 2' Itr desigrraiot (18) Indlples 18 ga nsalerial is wed Alf alMrs are� ga IQ1(11111111 / CompuTrus inn. This design prepared €rani ccrrputor input by Gi f t 11111111111)111111111,)1E1111111 PACIFIC LUMBER / BC r_s I 65 7,�.2F {1L) -2 LUMBER SPF�IFICAFIO! {S TRUSS SPA]I J' - 8.0` IS LOAD DURATION INCREASE = 1.15 Gnble en tzuc,s on conk. boating u ci L SLZP SPECIE GRADE pA1JEL {51 !'- I; <2,6 or equal t}piaal at stuff verticals -,...1-- TOP CRRADS: SPACED 24.0` 0 0. He fur to CompuTrrts gable end detail or 2x 4 OF )fICSTR c€ jicte a}en1Eications. • F{3TYOhE F40RUS: ....... L61S➢Ik7G 2s 4 DE B1 &bTR LL( 25,0) +DL( 7.0) Otl TOP CHORD - 32.0 POE WEBS: DL OH BOTTOH CHORD = 1(1.0 PS? { 2x 4 OF STAND LOAD = 42.0 PSF r---- c5 TC LAY'ERAL SUPPORT <= 12'0C_ U01 {. BC LATERAL SUPPORT <= 12'0C. UO}I. 3 -10 -00 3 -10 -00 T 12 C -4x4.3 12 8.00 4.0° s. 00 0 C - 2.5x4.3 C 2.5x4.3 e gg°I dill Is) \ 0 v., ‘,,.,......; w . I t/ 'l cn c) ., c) 0 ,, ..; .. J, , ,._ i., ., 1- 06 00 4- 02-00 1 -06 -00 '; 1 -00 -00 7 -08 -00 1 -00 -00 r ,�I PRiifi,t. L: Scale: 3/8° �- C JOB NAME t ENG- SAGEMOID BONITA B UNIT - A-'GE ` 4 on esopleta, (--.1 _. . YIAft1EBOGS: (z (,.:: .t ' I. Rood ati Gan Mal Noa.a and Warnlnpt¢ ®fora cans4w:Urn Of trussr�. G'B�tal Nolas,ur8ess ottreavrrtse noted. it � zsu uaare a v.cnm �atkcew dimad a. nd�Ssed t,4 r cwterrl F4eb e ee4 2 De n support loads as sfrtnvt , (j1 u _ FIDE NO. _ A-GL Yhmingy rwtaro construcnwacoaumm� 2 2-0 o assures - ' oerr! speou chards to be IateraRyL� - tteedat � n o a. trry c- onpr. c�l�i aabhoctng rtusibs trsh2t d aA ar .s1ce,e t. eA oc, and atiT•0'oc: re v s it r - or d uI Iatatad tatco rasrs9'°ip ram.nrssurAr as iarP�'Y�da�arr scent er+rinp,. 3. art Irttc . 6rp1gir9,os �ter+1 bractrg rs�ufired WticKr shown a ♦ d t�.. N QtITE' I O J 13/ 2 Q 04 4. Installa of tntruss s the res rsb ity al the resp va cartractar 3 , ei xest pa 4oslg n ad and proHdaa by delgna atr ntir:ta.- tmotnrs 5• Des igr, =:+irt>es l arc�to be ts� ina ron rnrreie^v nriror_ rnent; i . \s 7" ` C Cnrty>virus aSsirtva no ramp onslhlllryt�xsu h Elrod NJ, acrd are (of'dry wrxl een o! et S, Nolaaq 3howaba. cd ro a ti. Gesigr, asses i tA baring aAallsvppWES shvnn Stdm i>d woad elf �y : LA E rr Pvta rcycanponartluntllaJLMalbradnoa a notary. • DFS. 8Y 9 `.�t 'i 's .na gm. tin. sAauld arty lords prukr tb.e. drd gin 7. ❑esQn assumes adequ te drainage a provided F nails bo appldrtl any cwrpoou L S. r shall be lace ce DMh PaPee of buss aril txced sa their a`Met - H- SEQ. i 1937407 O. coirnuinn has n oeenInt r a �vmcs no raponsib Lilly nx aye lik3tlnes mPCide vrtlh Jolracerter Rees. 9. p fibrtoid an, handlnp, shlpi,<°nl rid ins Wlrtlaf of oomp or+anh. 'kt -de s¢e et tie in it Chas. O t.This&stps is ratishsdsubf°ctla tut lin0tmlwm an tnrss dnsattessst taro SO. For e L C,& nvnRlr•vof7M_CnmpuTns Plata, frw{ttaled l•y ltw pretsr 1 by 91 to NEB -4i ar iPeWTcA to DCSe t c rylis. ad:hkh etH be Mt Visfa+d Th s pane R t Alt f yy u7 � 11. 727et..wt�,u7nu Net Sedi�i 1=1ate is p�trnialbt the pgrel'a'CtJ° the a: wa +requaa, du1pnatar (f e) irdfc rles 18 ga materiel is used. Ali o hers are 2 ga ----- -------- 4 "B° UNITS 1,943 SQ. FT. 3 5EDFROOM 2 ST 1-1 LOTS 40 - 43 ac.:Nr - r - cliN,(.. - .1 .-- F - s ATIONS NW 1 /4 SEC 12, T ZS, R \Ill WI G--10FR 1 ° ,1,::''';',.;it'l,'i:I.I.C..)!Yrie :)E,FERREc.; • euem.7.74,...i l e eTiNvisol,..e '' '''' -i- ________ OCF TFUSSES: FLANS, SPECIFICATIONS AND STRUCTURAL CALCULALTIONS 24 LOT Cr 4a NUMBER. TO BE SUE3MITTED TO AND APPROVED BT THE PROJECT ENG : INEER ANT' DEFERRED SUBMITTAL ITEM SNALL NOT SE 1 i 1 UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS NAvE BEEN A UNIT rt [2) APPROVED BY TNE E3UILDINCI OFFICIAL IT <----- 01 : v , r i o L p - i mc ri - N i T E: Fi ; E _s ,<\ J A ----- -< ft o ik ., ,---- ti,ri I . 1 - )- 1,. I F t ri APPROVED 1 y sa 0 0 • P ® io v to 0 g-1 TLC 4 III. a „ 55 a ,T,L,T,T, ESMT1 if . I IMII "OM . ' WININIMP1.111 ... 4. : 11111gg: - i t k ■:, lo, i .. . . 1 ng 1111.1111111111 . 11111 N ,6 4 ANITAR'T" LATE F,-, li L DEG DECK ...E,ANOUT e EACH iii DErCK__ ill 1 - T"IFIGAL — 1 ll 0 i ---- \ ill 42 FFE IrO9.0 1 FFE 1-10 ) .5 FFE FFE 161,0 I 1 FFE 1&9.58 FFE171.0a C.0 1 FFE M FFE 17 i ' .. , bow , _ um _ _ _.„ ... 1 ,....,.. -1 . I \ so \- 4" RAI k otFAIN li k to - / ir Th.- ......, . ? / e ..------ 9. u j I a il 1 . 1 / _ cmy 12 °SED Al C - - - - - --({D-11-4— - - 12 n - - sE) --"-- — — — 12'sc, 4 • -- - !AAP ios/oi elIllO ill° I I II. I II. I IIIII I III ------ - -- •• .Will 00 1 ,-- B (S) — N i I ' . , CITY OF TIGARD - SITE PLAN REVIEW wommagimmumor BUILDING PERMI N O.: / 2" - 490 PLANNING DIVISION: 1 i CWS Service Requ Front. ---- ove,.....d 0 Not Approed ire•Ar L.......:-- Street SAiPdPer.. f- N,-, - i nce: $ GarA‘c211 Vsual Cleara ;'..ove-----d 1..) . ol CITY OF TIGARD SITE PLAN REVIEW _ Maximum Buildi ng 'Height n ..111,11LniNci puivirr_No: /1512.004 1 PULILT WORKS: Street Trees. Provider Letter Required. ,...., ... Approved 0 Not Approved B I Prot,..-ct-ci Trees a----APproved 0 Not Approved .. _ ,,... , Date! CI Not Approved ---- Site Plan EANctGu aliNit sr,11:0,1130 e l N .....‘......(.1 1)01-)01) A A M p t p :N r i v . e 0 : 0 Approved 0 Not APPr° Date: B T otes . {) I , ... -;) 46,,,,e),.._ i.ce _ - 4 "E3° UNITS ' 1,943 SQ. FT, 3 BEDROOM 2 BATI-I LOTS 40 - 43 BC,','TA fRvATIONS NUJ 1 /4 5E0 12, T ze, R 1W, WM F ROUG14 ,;)EFERREZ; 6L-151'117741... ,rici.e,:::-,,,,,:-(:,,,,,,,E1,:!„,:,..„:„ ROOF TFRuesEs: Of, i , :,‘ • , FLANS, SPECIFICATIONS AND STRUCTURAL CALCUL,ALTIONS 24 LOT NUMBER TO BE SUBMITTED TO AND APPROVED BT" THE PROJECT ENGINEER i„;11O0 ANY DEFERRED SUBMITTAL ITEM SHALL NOT BE 11,15TALLED DIM Klii UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN A UNIT T ""T - PE D APPROVED BY THE BUILDING OFFICIAL IT ..,5 TREET TREES MUST ,<\ A , ....:::. _< \, BE PER APPROVED _ . o DEVELOPMENT TRETE PLAN 0 — _ 4 „ u j g_ $ 1' ti) pc-mAiy&oolz_i r . c 4 (.) a amerri 2 muff UTILITY — I --,................. EeriT li 111111g ,„. IfitV I ., - - I . _ r i.,.,- Nommii . lic ` 4 ANITAFY LATERAL 1 1111P lalliti llgal DECK P , f_. _EANOUT 0 EACH DECK r ---- - TYPICAL DECK _ ,4 1 5 (45 5 .,,, 14.44' I 1 0'2 riii 1 tO _ ' I fi , FFE I.� FFE 110.5 FFE 1& I _1 , FFE 1&1.0 (1) I L_ 1 FFE 1679.58 FFElii,os 1 FFE FFE 1&1 ...Ei • , , IMF - - / I - -, , - 11111P. al. --r- 1 :-• 4' FAI °FAIN --- - / 7 aa A .11/ ■9 .--------. a tu 10 0 •- — —12 D \i" ss ... , ,,,it _o_ qr. , 0 . ...„,•00° - D N Pi F . P itittuot,- . . .... _ I 4 4.— • . . , CITY OF TIGARD - SITE PLAN REVIEW wom misomimsr BUILDING PERMIT NO.:CT-57;40D - PLANNING DIVISION: Required Setbacks: 16 Approved 0 Not Approved Side: (--7 Street Side: — Front. r- Garage: — Rear: Visual Clearance: r4 Approved 0 Not Approved CITY OF TIGARD - SITE PLAN REVIEW „---5 . tvlaximunt Building Height ----- feet BUILDING PERMIT NOb - 1 1 / CWS Service Provider Letter Required: 0 Yes i No PUBLIC WORKS: 0 Receive 't Siro. Trees. 15- Approved 0 Not Approved B : if. N U k ., ( 7 i (1 itii.. Date: 3 - 7 Prerct- -n , 21-- Approved 0 Not Approved ENZANEFR NG DEPARTNIEN I : BY” \tia Date: Actual Slope:—% 0 Approved 0 Not Approved Site Plan: 0 Approved 0 Not Approved I BY: Date: N otes: --(;),-., 4),-,,,, ,,A. -t ,,, 2 r; ---/_.----, ._a 4 "B UNITS 0 1,943 50. FT. 3 BEDROOM 21/2 BATH LOTS 40 - 43 BCNIT4 TCLLNHCMES NUJ 1 /4 SEC 12, T 2S, R iLLJ,I-Li /ATIONS ROU6 N 4 :)EFERREr; 6L-15* e%romeci. :,...iyr, fr:L/ — ROOF TRUSE_,ES: PLANS, SPECIFICATIONS AND STRUCTURAL CALCULALTIONS 24 LOT NUMBER TO BE SUBMITTED TO AND APPROVED BY THE PROJECT ENGINEER ANY DEFEFRRED SUBMITTAL ITEM SHALL NOT SE INSTALLED n/ I OP , I )itfiLl ir4 UNTIL THE DESIGN AND SUE3NITTAL DOCUMENTS HAVE BEEN A UNIT TYPE 1:7 APPROVED BY THE BUILDING OFFICIAL _S All 44 / DD r ii 7 13- 0 E . F N 1 1 I TA I It jI t4 -- LUT'-1 X cA_- 0 ',. r ) U I y. , 0 I -..., T _. ______ IM64 L— J— O ., 'ff\__I _ V 4 II W . - t 0 ---= 0 P 6 Ai ou y' I/JO 12,T 7 6 4 ill &55 UTILITY — W . r ESMT ---- IINN MI ri III 1 11.111 m ' . " ' 1111161 I Wit.. , . 4 1 aii I ki ri , „ 4NITARY LATERAL I ral DE,IN DECK, . f__ .EANOUT e EACH Ir D E c K Th. all III r – – – – cl 1 - TYPICAL DECK 11 r ---- I CD 111 (9 0 I — 4 0 f , 14.44' / 4 2 5 I - in FFE I.0 FFE FFE 1&90 110.5 1 ...1 I b it) FFE l& I (I) FFE 1.5e FFE111.0'S FFE 16, a FFE 1 _ _, , , S. 0 5.5' _ ---' i i, — WIPE 'r. ''''' . , ,_ 1 mr s.___.. ow ---------- ... 1 -----__ ' , 4" RAfk •FAIN 4 is , s• > 0 ,–/ ---- ...--- ..., 105 1 s"\ _ • _ _ —12 'SD 40 - – – — --- --- , 4D, 0 c 'Pct‘7 SS ,--------- 0 I . . _ 0 _ ------ , - /il 0 N - _,------- i cp 1111 , _____-------- 1 , I I 0 N i t l a ' 5 N PEMU rE/Z - , CITY OF TIGARD - SITE PLAN REVIEW saimmammmour BUILDING PERMIT NO.: .5 Z. 0 PLANNING DIVISION: Required Setbacks: 0 Approved 0 Not Approved Side: 0 Street Side: — Front. ' Garage: Rent rr . CARD - SITE PLAN -6 REVIEW i Visual Clearance: gl AEproved 0 Noi .Nnoroved ! 1 :419_,1,)_,C111:10/11T NO: ---- Maximum Building Height .-.... feet - a imis 1 i UHL IC NVOR ' su.....111111 i CWS Service Provider Letter Required: 0 Ye No ! Sueet Tiees: 56) Approved D Received , 0 Not Approved 7)0 , - 1 Proerriy Tr-es: eF5f BN: (---.Lt..'(' e pproved a ( 6 ( --, , t/ ..,, Date: 3 '7 0 5 Date! 0 Not Approved ENGINEER', 0 DEPARTMFNI: Actual Slope:—% 0 Approved 0 Not Approved Site Plan: 0 Approved 0 Not Approved By: Date: Notes: llo e , t - i aL7,– C' 4 n . . . : - , e / i 1 7 C i ,,,,, ci 4 E3° UNITS s I,c343 SQ. FT, 3 SEDFOOM 2 ISATH LOTS 40 - -, RVATIONS NW / eEC 12, T 2e, F. I,;2, :DF ROUGH I r - ' rg,....‘'= L:31EFSRFaara, L,,,eri Vli 7 pi,....e e*T-rviso..e z, L, ------ OF TFussE_s: , FLANS, SFEGIFIGATIONe AND eTFUCTUFAL CALCUL .=LTIONe LOT NUI-15EIR TO BE .,-USI--IITTE.C) TO AND AFRROVED ST THE. Fi-ROJECT ENGINEER ANY DEFERRED SUBMITTAl- ITEM SHALL NOT SE 11,1TALLEC {11Uf UNTIL TI DESIGN AND SUZ5I1ITT AL_ DOCUrIENTS NAVE SEEN 74 UNIT TI'PE 'D AFFIOVED 151' THE SUILDING OFFICIAL - 1_1111r FT tylliSr IT -5 • ..-, " , r) , '- rs r : t\rcr 7 t - M r [MAN AIll* -- 1 \ PrIONf D \ 1 0 116 CD I 0 \ \ Ne .ss'"--------T----------------------- CI a 111 pEpo Yi toot2,7- rEP-P-Ace II 4 UTLITY 7 ....._____,...._..... ESMT tif r---Igrri—lirrl Flall,M, 1/1110,4111111 1 1 ins4 k tii.4. ,, - 1111111111■1111111 1 al a i s ) --II,_ ,41\11TAF.Y L ATEFAL DEG 'DEG< _EANOUT e EACH (--4 hilli ID E r c_K_ _ _ • i 1 - TYPICAL * 1 2 • ,---„, 0 i , FFE 1:.:2) ..s 1 F FFE FFE 17 1 1 FFE 1& ES I FFE l& 5,05' _....„ me MIS I MO -05. 4" RAI 'FAIN tar . , 0 ..•••■• . spor...— ,116-111Pr- e ■'f cs OD anw ,---' _ _ -Iv sE) k 0 - 12 - - - -1#4- - - ..___ SD - - n / - % ../ -4- 12 s --"---------- - .41,110111111111111.1 1 - ------ - - ---- - - • - - -71 I Il 1 1 \ 1 1 i&o• , -- B --------- 1 . 1 \ N \ CITY OF TIGARD - SITE PLAN REVIEW wimumemomagoir ., BUILDING PERMIT NO 11) J2-Z)(7 ' * 1.° . 14111111 ' PLANNING DIVISION: Required Setbacks: Approved Not Approved Side: .2,-,--. St eet Side: JP-- Front. r - 2, -- Garage: --- Rear REVIEW : --- , t., Visual Clearance: I Approved C3 Not Approved ti it on\if: pilt,mi-i-Nct: g ST.2: - 06 30 aril Maximum Building, Ple ht :Lf.--2 feet i oULIC Vv'ORK.S: Reeel CWS Service Provider Letter Required: 0 Yes 0 No -`-;;Tee, Trees. Ci-vinoro 0 Not Approved ved 1, CI - - /, 1 Ff0;C 7,al-pres: Approved 0 Not Approved 13N : / ‘ ( ( '6 ,_.." Date: 3 I ,--, L -,), _ 4 ..,-- Date: ENGINEERI 6 DEPARTMEN1: Not,...s Actual Slope:_—% 0 Approved 0 Not Approved Site Plan: 0 ApprOved 0 No Approved B : Date: 1 Notes 7),J ..r&likeA..„1/4. -, t.: z =f-'