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Plan Review Plans 2005-2-23
. CI'rY OF SP:RI:NGFIELD Development Services Department Building Safety Division Residential Plan Review. 53"2. . t-,J, 1-z.AI.) <;;" JOB ADDRESS:. ..J OWNER: MilL-Eo &tAHJ~tJ ~\P CONTRACTOR: . t l' . CITY JOB#: 0 5 -0099 ~ PHONE: q I? - l.j S 8" "l. PHONE: Items listed below Crl' any) and those mar!cP4 in red directly on the approved permit ; .docUmentsare inCOIpoIlltl;d intO this project in addition ~ any requirements appearing on the construction plans and the City standard document entitled "Single ~amily and Duplex Construction Most Commnnly Missed Items". />. com:sponding~ is marl<Pil on your plans for any items 1isted.belowwhcre applicable. -.. All references are to the 2000 Oregon State One and Two Family Dwelling Specialty Code, (1998 International One and Two FamilY Dwelling Code as amended by the State of Oregon unless no~ otherwise.. A copy of this code may be obtained from the. Building Tech Bookstore, Inc~ 8020 S.W. CiIIus Dr. Beaverton, Oregon 974008-5986 . Your signature on the Building Permit is an agreement that all items will be installed or corrected, and that all wolk on this . project will comply with applicable codes. ISSUANCE OR GRANTING OF A PERMIT OR APPROVAL OF PLANS, . SPECIFICATIONS AND OTHER DATA SHALL NOT BE CONSTRUED TO BE A PERMIT FOR, OR APPROVAL OF, ANY VIOLATION OF ANY OF TIlE BUll.DING SAFETY CODES OR OF ANY OTHER ORDINANCE OF TIlE Cl1Y OF . SPRINGFIELD. PLANS REVIEWED BY: ~so.J Q.tlS+J PHONE: iYb- sy t\.f .. . . .. ... .. ... . . .. . '. . .. . .. .... o 0 0 o 0 0 o 0 o 0 000 o 0 o 0 . . . . o 0 0 .. . . o 0 0 ... . . ... o 0 0 o 0 o 0 o 0 0 ... . o o 0 o 0 o o 0 o .. . .. . ... ....... ... . .. . .. .. .. ... ... ......... ... ......... ... . .. .. .. . J. 'S" ." .""",,, '"'Ss; .. 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I ....4,J 1iol"('hp;rrlt D, _........._"'--.l_"""........._..J...,....~_"_'~......._.___ (!Jlo 5p,.1.-.g.s, co ~J 'ANlmlt"W:(.A1 .......'_e....ddJlmM:a..........I>a"r"...,_,.....~Dl'lOCC'-O..:....W.T'Y'..o_'lCH. , MC8I1 1"_IIQI!l"WUiIIII'fIl'4IEIE'l'boWl'CA-.'... '~I""'''____I'I't)._.IIJIJ~O-W.IIII'''''. '"- TRUSPlllS ~6....;.O, V~q _:~_ 4 _ ~__==.=..:~_~~::::..~~~.II".'..~t........,.awt,-...._:::~~~"oc;*'" Cust: BLANKENSHIP ~: Dri~e-<-bnpl_LDODD6_]OOOOl .1D.sgn,.: "-(... J4 '1tr: ._~.~~ ;r---rC Live 2S.00 psf OurF.u L..l 15 p..1.l> III TCOll!!oAd 7.oopsf ltepMbr8nd l.U o "ep I'!t,. C~ l.ln , !K Liw 00 pst "4!p MIll" Tens 1.10 I: 8C De.ad _~~ O.L5cI...c:ing 2- 0- a Drsign Spec UC-1D03 ...,.., .....J..~~!~,___~2.!?,... os' IDff!., RAnO:~l~1? .~.~~...;{,.2.~.1 c " , , > c n Fr=;;;'~,~-::;';-,:-~-".i.: - M~~ ,..c,,,.. . '.''':. . .::;'. . -.lP.Jh"IhNSHIF' rpz'-~'~''':.Cc-tf--;C;'Sii~-~ Rf:~'O I I 0- l-ll U"5o L~'" I.JO' 2 10-!il. C ,,...~1. f.~' 2.11' ,It:( IEQClltlll9llS ...._ ..." buecl ClNL" .GO 1:b4' ;'n,.1o NI''':''~ at ,~. ..,1.. ,!WI 1l(F"I '!~:o- 1~U1) . .lJUt 1" _r.'II 5-1 (LIIIlJ :'-. -0 .(k~ lJ., -D .OIN ,. -o.or .ClITICII.. Jll:1stt "*i~; I " -'l~"l' IUS.(QlI..) Ul 1-' .".. 1.111 0.14 t~ :t~: U3~ g:~ ,...~ w ""1 '.1 0.10 ll"t. ...., .'1. ..,. ~......-.~,.._....,...-=~._::.=,~._-.,..._~~ " ,-, ,.' ,-, TC b' O~t '1 IC ,... DR " lilt, bt DFl S1MtWlO "f::.:~o::~.~':\,:~,~~. '=.c IR(/tlC vu., ,htll! 111'111_, ." 1I.n.d o~ =t~I~J':.I::~ ~,;;:/~: :~,f~llt~O~ .....,..U 'lIch .. leao .1601. """",",00( br.d", ;s r,,,,i,..d (If Of"""') to ......r;t ,o~..;Gft/1.opJIl"'9. 5<<. ICSt i.n .lIld All61/TPI 1. PlATI.c.1.SfAl or (JIlUN lQlll:1(1I y.t1.11(.,. J-IPl'l" l1li11 _/10111~. u.Vr:rdC.... ns.) iot: re- l 1(-' IlEBS. l .HII FOJ!'" a.,.U....J/ , , , ~.(....): -IN(1..,.)1 , w ,., .~ .-, rr,M~1l.~J '.J. U.'U.Ul ..n . .. .... . . . . . ... . ...... .. .. -:.-f:J .... . . I .... . . ...... . .... .,2;A- VS . .. REQUIRED . . . ..~,)~ .... ...... .. .. .. .. . . . . .. T . . '. . . . . ...... . . .. . .. . . . . . . .. ...... . :1-8-13 .. . ..... l..~ . . . .. ...... . . . . . ""6 . .. . . ..... .... . . ..... ~.,..:-.:-..,._..r....~... Truss n: <f.'~':t~~ .-....---- ~Ji9".d -n' ""SlIT'" )-1101 Plis dull' .,.. IIOt Ktom( fW l.." Un! t1.. ..........t 101';''' (c.r..,). In1tltllljl TlIIir~mU-~'~r~!n: t~ESaU or III\IlTIPlE lOlO (ASEi. LOaded for III PY" IOIlo-(OllurrHt ICll. ...-...... to ............ Jf.tl ....tufn $tttM'l IS '0.. PlF loads lIftl.,. {OlICItlU.attd lGMI IIJS;T tl4' dlul'tbar!d to ,Utili l'lr '1:,1l1r. Qt IIIllri,"r _itll .::z:t"lI, f: !m,;.~~ '''o,:~t:w ~;ftl::' r.If.~':" en as ;lIIIIitftlli!tlI r,.. tile back plrl. or .,. .!IV othlllr..lVOYl!d Mutl City ot"'rs}. ......... ....... ...... .UII.=-I~=-~~~~ ~~. :'to:r:..&~ ~~D A~. .n note. 01.1 tIt,. .beft ami g;.,. . CO.Py 01 I' fD .,... Enrc:fI'q CoRtrac:1of". ~ lliIII.....flr............lIiuIWog........._....... ............""~___"...............-.- ~ _........__......__.tl't__......_......... ............,., __.............--... ~ I :'. _.1II.......~"-.......-~......~...........'_~ .,.".........-,........-...-........ . ......C'O'I__.n_.._........"-'...,"'__~__..lII"l'aI..~ '''~1I_____~ MOSHOf"KY .~-.,......_'......_..-..dI:oollI..........___..,._ -....... _..........__. _...._ . ..'. - ......_~...--.-rl____\IIIltr.._.-..1lP'l 'I0oI........-_..........., ~~ 'rRUSS 'i.......---_IIlI~___...._~.._'".....Q__'..._ '.eIka._._ : ....15 .Ito....IIW;.. gr. ~1llIIan.........,_..........._.... .......c.....,.CIIIre.e-................."......."T_-..... . Co:) .sp,.'''9J, !: 1lO90' '";I.N$lo'IPI'.""t:"r.VIIIoolI'"-c-ld.fA_!o1..,.,.IlIa-...-..........:ll"'IC:~f."'t~II"\I'NFO'bUo'IO.. ~ 3itCS~--mI"''SCStSl,MllUl''''8fUTS.lItWICA'1IIIl '''' ~""-Pl-""'H~".__..M:)Oo....~.iIlII""". J~.!~~.~~,~;:-!:..!.:.~,. ~.~~!6.4. ~.~~:~...'~~.._~'_,..~...~~~.~~ll't I~,~.~'~..!..~~~~'_ bC.xall ...._" .~ . CUJ~: BlANkENSHIP I liC): Dr h'lI!_'-bnpl_lOOOD6_JCOOO. Dsg~: f'l.,(.)4 ~~J f( :.iv!t 15.00 pst OurF;!ICS L..l.1.S P.LIS t TC Du.d 1.DO pst Rep Mbr 8M I.CO ~ R.p Mbr (om;! LCD . .. Be livp O.DO DS' Rep Mbr Tus. 1. DC 1 !... JU. 1:1.00 ;Jsf 0.( SPilcin9 l. 0- G r .. OU'ig, Spt!!C iRC-Zoo] .,_......,-.._...~ _~~_A.t _..._.~_..,..~_~.~~ psf .l~~.I}.~T10~/l~D T(: _h(I-1" o n , Q1!y: ~=-.."- -",." o II#1.IP." RlAClIOI1') _""'f" CIC '" n. rton.Wiad I .1~1lI l .li:.. 111 nis trtru I, d,..I~" 111;"1 t.... "~((7"'()1 v;.... ~~(.'ic.u.... 81" &lel.sed - '1'.1, ~''LImc. F.n::u.. . LOll lr"slocuIOrl."~ &"l_. 1fDf',tUlIif/lJl:;..n L iDl . Iihr Ea, ("1I,.r)' _ . BUt L"1It1h.. 1O.tIU ft, Ii", Widell. 1'3.00 ~t ~III r'VOf hll!1l11l~ - '.1' ft. ",It ~ 1\ TPI kurUr' Occ......cyo. o.d lo..... 10.l ,.f DnipiH ... _..i1. _;fI' Jltf'c. ......ltf"1I St'"SUfI .,.. ~eIIU Ifttl C14Iddillt lrtblrbr, Are.. _ 1S4 ."t ....Di;-.-L~~~ ~L~U'" ~ ..nnn.____no T( VlI!" '4.00 - L. .. 0 1'.00 le'V1el"'t ".CO 0- 0- 0 ....00 II( Ywre :iO.CO 0- a. 0 10.00 ...Tn-... tIl, ..L.. UITL T( 'ftrt 10.0 1- 4- a 1.00 I( Vert J~".D 1- 0- Q O.BO . C o , c , o > , C o o N.Loe 0- 0- 0 11- O. 0 1- 0.0 > C C C < . . > , - I ~1I0f4 DAI~: lza1g I 1 ~9f2(1)5 > c r c " , ~I~ah1'l8: !8LAl1lKENSHII!I ....-.-.......,.....,. " " 2 ., -1:~,~ft !:'FBh'lP-G3 II ~ "' J:.UX: MAC" SUI IttQ'O 1 0- l-U tO\ '1.'1t'" 1.10' ;1:al.u&i.:o.:...1o ~ii~rb..~I~l' ~t~~6.lM~:l ~t lad h.rt", ft!'~.~~II(JID- ~O~OiLI~) -D.04' "o(III"KAII1I'eIltI'Cllltt): : l~~ ~i!~..!: ~d~.ol o~ J.t .140 l.iiil .ih.;;;S I.U - (;j a:~~~ ~r~ t~ l~ ~fi1.~1 ).s .'.1. J M ."".1/ r( hto DPt ,', -c. h4 Of. IJ _fl lJ.& Of'. srAllDMO ..ttr to 101", G: o...ra-' SMlI't for Itu,- Iotul....t ~olt...#lC.. ..... IRqlac lNI. pl." ..'_. If, bn" .... =L~l~:I~:O::~ ::~:r.;'~ ~..~t:o] "OC_h ncfl D tnan607. ')ni.,td prr.S::,nt 1-1001 nit la1", net- 1lI01 '~~~1 '0' ~ ur.. tt.. hsitndllllt load11'llll (v.tp). Ial1dt,. 1'Ilts~:Q,:t,:c:::.c;~;E':i~V " qn...( LCN CASU. ta...... 'Of' 10 Py _-tlaur"-u: ICU. PUTDrG WtD 0tI eMfN LlIlIQ(l V_alS. EPI' ..,tlctls '2JI~ for .,,1.1 Iud!. "'h. Eat...,...., ..... lH" ~1_ ~ht HU' P'~U.. )1f "'1) ,...,Ir. adlIttlon.a1 ullIJolftrnlOll .by' nN'\) t... ...".,. ..aIt CNI 1"" "140. "411.... Dl I 1.~O.. I uyg:~ - ~.., . Qtr.:-~._.:i'.l ~~twrJ~~ __.".N t _," 'b I -.. I. Bb truss t. ft.i,,",, ..,", tlM, MeET 01 .'.,1 \,IK,fu;at,en ...., Each,... - '.', .......tl"'l:. '.tliilr .. 1.00 J".., Locat h. .. .., [MIl 19ae llurrlullt/'Ot:_~ U". .... lip C......., .. I IllIG L_lIQu. iO.OO h. 11<111, ..tilt... lO.DO't -. l'Cef ".lpt. t." ft. .,,,, .. II lPI S~alldarll CknpMC:,. Dud lOl~.. :.D.l,sf On1... as lIliIIi. W511d fore:. ".htt.. bu_ . [WIIJQIWlIU aDd Clad.lltO Tritnna,y Aru .. 11 ,~" " C " ::I C -. " ,. ~ ::I C " " . .. ..... I 2-5-3 I .... . . . ..... 7-11-.3 . . ... .. ...... .. .. I, 5-fI-G I, 263 ,I .... . . .... . . ...... . .... /"f.Qil"C -:rDOl u . .. . . . "' .... ...... .. .. T r " .. .. . . . . .. . . ;. . . . . II ...... . . " .. . " .. . . . . . . .. C "' ...... . I: ~ .. ...... 4-3-t4 . . . .. .. f" ...... . . . . . .. . . ..... .... . . ..... ~ J_f1..1 13-G-13 II STUB I . I 2.5-] 7.'t-3 ..... ..... ~ ;~ MOSHOFSKY ~"'--" TRUSS "15 4'ot-~lrp.rlt D,_ CO 0 SP"'"IlI.I. co '0901 , TRUSPl.!IS 6.0 V(R: T6.4. ~. .. ...... . ba~,JO ;:~r.tb,.~ ~). 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"I' TC live 15.00 P.I' DbrFau L_L.15 P..1.15 Te De4d 1.00 psf ""'p ~r 3nd 1.15 SC lin (1.(10 psI Rep JItlr COIl'p 1.10 Rep ~r ';'en$ 1.10 ec Oud lD:C(J (tS' O.C.Sp.u.i"'9 1- Q. 0 Design Spec ltC-ZOO] 41.00 ps' Df~ RATJO: ~l~Q TC: , , G n TOTAL ., , 2< .... o 0 ...... .... o o o .... .. .. o 0 ...... .. o . ...... .. . . ...... ..... . . ..... ..lob Name: ~LANKEINSH!IP :~ o_xi~~ ~ i~~- ~~;~. : I H- ,- 4" 1m :5.iO~ ".0:5' .l!Ilt(, IIfQllIRfJWfn u- .~ bu,' o.lY 1'011 (h. uuu ...litd.l .t .ilell bt.rt.. IIIAJ DtHKTUJI (1,..ulI): LIt9, IN Ilflit 1)-1' (LM) r~ft.'t~. Do ~r-:'l~~.;' ~O.;:tR f 1:i :l~~ U' ~ 8:U ! !_6 ."14 l.n, . C.II ,.., .""1'11' c." ,.... .'1M . , C.M ..., 'S" 1.1' c."" "., -'.l.U, C.7' i ~ QP.~.), tl!ln.(I;III. en '~10 , '1M '.U D.n _n , "'".l.U D." 11.1.1 , .'1'1.11 D." lj:~ ~ ;:.: t:tl ::~ U-Ja I ",. I.l 0.9\ ".17 I uu I.n ..W 1~1lI CDI".(IU.)~ '.,~,::-~ o~ 'l'IIUo r"ll"'s)~ I: t g.ft : . I 111 1. G." .If ..il!lLill' ..n ..~ . 1. I . ~(1'" ..N ~lt.. 1- I.un"- G.n ioU. ~.'WIifi.::~ ......,l1Cl(l.J.I)/ O.li 7.M I ..U.I!) 0.,11 . . ...... . .. . . . . .. o' . . . .__............... .. :...::0."'"--_ .. -^'.~'~~a$ ~~,; J:jNP-H1 ___....___4 1C 1.4 'l't '1 Ie litE ~:: II} Id C1t '1 12.11 Iff' bt aH !IolAIlt1IAO t..~, _.... '''_01" .""e ~r IIlOS. fH!:5 Dfur.- n 4~ {~r"ff RUUl' OF Mlt..TrP\.E 10\'11 CAE~. lll.utM for 10 p\F'NIt';.(Dft,..".r...t 1C1l. Dr..t.... ""'u "' JU"Io...lcHd to ..,.Ittl pGI'lllIl"l. FIII......2'It brKh, is reeulrn [II, othrrs) to ,rft...t ~ol.tllMlitoppll"O. ~1II1t IDI 1-1) .... ANSI/TPI 1. ....(FM).PI.,ur KltPeR fin.Suo ~Cl," bvgrl'" OH'snN PI' AlltiI/T'I :'lt1Dl ;'bit dult. iOou not .ccoo.t ~or 'e., ,.,. 'lIi.. d.........t llU1lt"9 ((rlll'lllpJ. I"',#,!",, ~1'9fI"r.,t '((011"' for l...,io. Riff., to lttn 0:: DIot...il '5,1I.H" for "'.i.... IIot."i_.I1 lo;iIIr."u "f!d t'I(/l1( t",U pllt. val.., ....... "uiN ,.. 'lntflll ..... ~~w., .oil" J"...,irrcl t1y II( 110] ~U:f1W~:n~,aIr.o~f.1;~ 1ft ,v,llal, PlAnNC I.lSID Ofil aut.. UI"IU VAUlflo. .....2 3-1-2 '-0.9 I ~I 44R ~1.2 I ........~ ....2 7-t1~ 11-1"'2 20..0-13 23+1$ 21-0-0 7.1I..'l to 1:2.1.10 S III 1-1'.3 . 2 . ~ m.L ,1.001 7.t, 2..... ...... 7-12 3.S-4 r 4-1M3 1 J: MXl12.'. ..... .. . . . o .. . ...... . .. . . o .. . . . . .... '-4 .2.~-4I $oS H 3.~5 .... s.... '4 ~ 12 ...,., "-11.12 . 1S r .)..7.2 23-7.1) ,. I :1-1.2 Tot1-3 11 I '3 I ,. ~ ,~ ,. I 4-4-2 4....2 4-o.g 20-0-13 ~ MOSHOFSKY ~ TRUSS -4..".1 No"~h".rt Or. Co;o 5prllt;'S. co ,Ct;OJ a:t/tf=~o ;;~~~.~~ r&JalIII .....~. - "" _185 _litis _r _ give. r:cpyollllolhe _tl>IV ConfF8cIw, """""'................~~.......... .----____II'l"'llId"..__~ _....~__..~_.......A'"'.......___. ...........II_.........-a,. 0...- ~1I............._.._____...:ci.................~. ."..~4nIil,.~.....,..1tII...... ........""INI..... _._........___.,..~_.._ nl...~.___. n..........._....UIIlrI '-1IlInIJ.~....._................._"'*".._....._~.................~....... _....... :,.." ..-........Illr.....~,,__~.~.__............,. ~._...................... -'----___~_....,.IO.oomoIll1ft____...._ ........ '*'*.~.. --...-..--............--... .--c.-...",.........-........"'......__,......._. 'ANSI'?III1'. ,"CA '.......I_~"~.._..I( o.q".............. "'l.DINClCCU'O"III:If!"&ll~'" NCA"'''I()Io'. -=-IQ_..ClI.............S..I~~lIilfCA...,,,.. "'" 1_ """-'C1PqIl_"'''~Clllot.M.-... . TRl.!SPlUS 6.0 VER: 16.4. 5"19 '----.--,,_IouDr.lQIII...P..);._....,I'lltll__.fM.hllCll.--..._~1OlU1 !.-..----.-..-,..,............>---=-""" ..............-..................................,.""_...........~...........r~~.---......._ .____on.,.. u: IT " .'!"tt.:'.,....,......"f-=-. r 94..:_._._...:.... .------f I 1 , ~ " -< ~~~~1~ ~ NoII,Wll1d 1 -1St It Z -Ut It Tltil tr"lt. "M"'9'!_usl"l I'" A~E1.0l _lit,., S.ec.:.fiutiOf'lo Illig &t.htlO!ll... Yn. IJIptn_. FI::t.r & 1.00 Trllle t~ulCll'l .. lIor '~d l_ IfrIrrriUl_JOceolll UN . Na Up (u~ory _ I 11.. l.,..lh.. t-O.OCI ft.. 81"" lIl.olIth.. 1'11.00" MIll! 'oot trlll'ilflt.. 10..., ft, IIIClh.. 11 nr SI.nda,' (kcl"lIIUlqo. De.. l....d. 10,2 p..' =I~::.~I=~I(~:~~ Inhtin,. ~vsten Trill.......,. ""'r.... 110 sqrt -"'iit;---t.~l~f ~~l:SICJI ~~n --.i:l;~---Li:in 1t \T1 "_00 1- 4- 0 .e.oo 0- O. (I 0.19 It Ver1. 54_00 O. 0- 0 '4.0:1 1-11- J 0.11 lC V~ ZZ..CIO 1_11. 1 2U.OO 10- (l. 0 O.,~ IC Vert 70:00 04 04 CI 10:00 2040_ 0 0.4] Ie Vert 111.00 10- O~ 0 UI.oo 11- 0- 0 O_U ...''''''''' llls X.lot LUll 1C Vt-rt 10.0 1-"~ 0 1.00 lC V.rt U].O l-U.) D.'O " C u: :J: C ,. u: >< -< :J: C u: u: u .. a I " ([ ([ c .. 6+15 ~ 12-18 r'P J: G4-5 4-4-. :m-o-o 111 I ([ " c ~ ~ " C C , c u I VIi~TION DAl'!.~ 1mvD151 7/2~I~OiD5 Cu.~: BLANkENSHIP lID: Ori"I!_Ullp2_LOOOQf6_JOOOO.i ,. Dsgtlr: WlC . .. "', 2](N' ! Te Uve l!>_DO psf OlIrfau l-l.1S p.1. 15 , ~ T( Duct 7.00 psf Aep Mbr ... L.OO C 8C li"f! 0.00 Itsf Rcp lib' Com. 1.00 n Rep .'Ibr feu LIlO ac eead 10.00 psf O.t. Sop.1.( inq ,- 0- 0 0 TOTAL 42 ::10 ",f DUll" SPit: rA.(-2()O) i " ...,.,::-.,...-..- DE~'!-flJ.I~: .,V!.'!9.,,!~~ liZ.I' , ;j~;~ ';~m.a: -R,LANKENSHIP -- ---'--- '.I~ D. .j:~ ,tz ~~U~ 'f;8.. ! 1 l7-!t. ~ 117' 5.M1~ 1.10'"' dIR( '!.ClJIIf"f)rr~ ,.... 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Qall: "! _.-'="""=~ '" -< IIPun 1llA(1101(5) ~rt eM: Wi.d .....\llilld 1 -M lb l -59 lb ~~f;~:'i ~l~~i~" ""i... l~' o\S(U-D3...1.... ~iK.f;l;n;OII I'..., f.ftc1ased . Yn. I..."aftc:. rolll;t.e,. . I.DO fr..n lklUClII . I'l101[ IEn' Z_ ..,,.,.;t..../Du..tt LlrM! .... Ellp Cul'gOl'Y .. I 1114 LII!IIJth.. SO.lIO ho,.ldi Wid'. - l'G.oo'l ~UlS~:dI~C~I"-:':. o.:~'l::.- tD~~ os' Ou.'" U Malft Cilld klree Relilt;", Syll_ ancI ea...,..u .... 0....'-9 'rilMlu.,.,. ...,.. . 51 uti: '" c rr. :I: C T rr. "" -< :z; c rr. rr. . oo .... . . . W_I 4.&.13: ....Got:1 4.0-13 ~'3 !I..MI . . oo. . 5-2.0 ...t.~ 14-0-<> '6-<1-13 .7.2""0 2&<1.. ...... .. oo .... . . I, 90.19-3 f, 1L1.1n 'S 0_11.3 ,I .... . . .... .. 2 . . . .... . .. m;o --:rooJ . . . .... ...... oo oo 2.$-4 .. .. .. . . . . oo r I . . . . . . . ...... . . oo . .. . . . . . . .. ...... . ~rI ~'O.15 .. ...... riP . . . .. ...... . . . . . . oo . . ..... .... . . ......, ..... 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ICS1'..a:IFW-.c::. ...........,SNnTl.".,:A_n'l. ......'"-""- __l"q.~ . 113 D-Cht...!h.. 1lIl.1IIIM.. i1J1t, ""-a,......._-p..-~~I.."'-.'1111........._.S._.W........DC,.,.,. ...........,-.-...... - ~.......~ .u~.. (Yilt: Bl.AtlIJl.ENSHfP .." On .....U:_bnSllJ 0000fl_JOOOO2 D~9"": .Le .. " \IT.. ]14. TC live 2\.00 pst OUrF.C5 l-l.U P-1.15 , Te Dead .1.00 psf R@p Mbr Bnd 1.IS , c B( liwt 0.00 ~Ir Rep "br (01110 1.10 n Rep Mb,. Te"1 1_10 8C Dead 1D.00 1111 O.c. 5pacl ng 1. 0- 0 U Desi".. 5"," tRC.ZCCl ,. 10TAl 42.00 psf DEn RATlD: It.!40 T~ ~ v.d ~ ~ " c " ~ , C 1.1 I !~ I :~5HOFSKY l ~ TRUSS , fffJ No,.~/ttJ.n. Dr. CO," S""'''9I, CO '0907 r~~SPlUS ~.O ~fR: T6... ;""....,."~~.______r ([ ~ C " '" .... . . ...... .... . . . .... .. .. . . ...... .. . . ...... .. . . ...... ..... . . ..... ~~~;;.r~ema: ~LANKEHSHIP BIl.~ :I.'2~~ ~m ~~~~.. lf~;g.. ~ 11_ g... n., s. JoC" I.So- PC U~I.iI'ItlfTS 1I;'_. ar. .~U 0IIl V ,:" tile tr.n ...tH'hl U uc:h burilt, ."'-Q OErUCTlI:" (tp..,,) : j"J1IU Ji'W'''''' 10-U .:llYl) OW .0.16- 0. -0.11' f. ..(I.il" !n~i :m~ fitl~CfJ~lrliil g~J 1.1 .nil 1.", lit I.kl 0.11 .-s .HUI.", WI. 0.&1 i-I -lam I;U' ItS I. D." ,~ "':':.Il"'"I: 'm;ll"'~ .~3 .:; .'.l,mj, 1<1" Lu II.. .::~ -,aCL.IIII: m; I:D U: ~~ ~ir:-ui1~' f:1" ~~ ,. ~=":"7~...,.;...;~.;::":...~.....:~ " " ., --....-.-...............~: "h;im ~~.): 'il!:~.P-lHl3 ~._---.- _.- QJl:;1: -~~~~~. ':J 1 " C " :I C -. " ,. ~ .... ~(1~ZS)~ JQ 1:' O:tIl ~.. III 1. 0..12 . .. . . . ... . 6-,,, ~13 "".10 5.8.13 6-2.6 .... .. .. . . . . 6-2.. 11.11-3 15-')-13 21....'0 ~ ...... .... I, ft.ft.! ~ '.1.10 I, 11.1'.3 .1 .. 2 5 . . . .. ...... r;:oo-- .'.001 . . . .. . . . . ... ... r. . . . r T . . . . .. I . r.... ...... 1.3.13 . . 1 8-0-15 . .. . . r~p .... I ,... ,..... :J: :J: ~.5 5'3,5"" ... D-4S ,..... I ~ ,IIJ.Q-O .~ " . . '0 " I 11.11.3 "'1-10 I 11.11.30 11,".3 1S.0'13 "-0-0 fC 2.' on c; Ie I.... OF!. n 'Ill' h. DFl UAQRD aef~r to Jelillt 0: ~'''Il '''''' for Mo:4~ ~t.'d_1 IlIhu."\t. Irsd PlC/IIC trun pIne .....llles "1 II..,", Dft ~:;tl:ll~I~:~ :;,~:~rt: ~ff~I:OJ dK...IlU ...d'I ... lCWO .IUD' a.siqMd.r .wsl/TFI l-11lOl lh', 'nip dotiS"OI: acto....t IO!' <OIIJ :.... u.. "~""'t INlI';.... (en.p). lIu.rcH". llI~lil~oru\:t'~iftt.~E~~i os: IlUlTlnt (.DID r...sE~. L~ lor ID PSf lIIDI'I-eOICllrrrnt 1!tC.1.. ~:~N2'.:m = ~f:~4t~=.~'=~:(~~"1I9. .u=~~r~~~. ~[llNI13 .U nofH on W. .beef fIIHI..,. .. f:tJC1/ of 1110 ".. EtWf:fI"fI Contractor. ~ ...............IIIIWlllo.r~........__...... ._....Il-.l_..--....,...........____........... .--..---..-.........""...-........-.. ,."..............._...--.lUII_cr ~ .. ......._......."......--~...............v-..-.'*- "._..*..._......___-.:....... i~--~-.._-.................._~........~~ n.....--.,,,.....IIle.. 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"'11, tlilllth. 20.00 fir .....,. nIOr tr.iGh~.. 11.15' ft.. .ph .. a, TIi'Z SbnU,d OU"--=:If Dud l..clI.. 10." po,' OlSt...., ... ".i_ W'<IOIlI1 lo,.e. 1...1It illlljl 'y5U" .. COIIJ'O.."tS "",Ill (l.rd't~ Trill..t.,., A,..... .. ,. I'll" :J: C " " " ~ " a " " C .. ~ C C c " " , . . Cast: BLANK[~HIP i WQ: Dr1v~C-bnp2_Loooot-100002 D,on" OlC -" W1 . V6. T( Uven-. i;:OJ ,sf Owrau .l..1.'i5P:~~J Te Dud 1.()) psf Re-p Mbr Bnd L15 Be live C.Ol] I'd Rep 1II:r,. {QIIIp 1.10 Rep "'r lltn'" J ..i0 ~.J'DTB~. Dead 10.00 P'5f O.C.S,..ctng ~- (;.. 0 ..... ....---- Dr!J,ign SPite r~(-roa3 .=._..,~~~ psf OfF: ~'\~-h~..~~~-_~~.L.~!.l!J. , . c n n c n . .... o . ...... .... . . . .... .. .. . . ...... .. . . ...... .. . . ...... ..... . . ..... --- --- ~--- --- ~;~:l'ib Nillma: eLANKENSH!~:~. :~:.:~:~-=. <=.:<-'=" Qt"l: ---..---.. en m z -< <Xl -< -....- . 'Siii. ~(j; 'IBNP.fi~ .8'" X-lOC 1[A(l SUI IllQ'O , 0- l-ll 1).... LW" I.S0- . II. ,.. u.. '-'0. 1.'0.' 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Oul9""fdPI' 1JIS1/lll'J 1.~1 flai, flt.1Y1 4"'8 lOt .<<Ol:'Il 'It 10119 tIE"" tiN He_llGfrot 10.d1.1iI ecrU'I). 1'lldilllG TJI~&:.rn:. ~t~<:~~T( t:(~ I or .'" rrllLl '-OAD CAY.~ L.aOclll '0' 10 ~r ""'.~_'''''M' IK\l PlA"11fG U1(D 01 Ql;[Uf I."[R "''-tun. . .. . 0 .. 0 7.2.13 6-4-3 ...., 1.2.t3 7.Z.'3 14-0-0 20.... ""-0-0 " '4~-D '3 t.-Q~ .' 2 0 ~ ".DOI 6<l .... . .... .. .. . . ...... . .. o . . .. . . ...... I Tx 04' . .. o. . . . .. . . . . .. . . .. . . . .. ...... . . o . .... S-.30.5-lI ~ I. 9 ~ 10 I """" 8-06 l.oW 7 I . 805--14 ....." &-5-'~ a-o-o ~~~~:'Nl :r.:IIl." . .11_ on IhI. _, .nd""",. C'OlIYofit to tfla _""'~. """...............~........-.._~ .--..-.....-....--.....--...""- -.-...............__..""_N...~-.... ...---....-...Ibt~-..,. 0.._ . _IIM__............--.cru.._..................""........... ,..aIIIIqa......__....._ .........-...~.-......................................--...__.......... n..........._..__"" .-'.J"Io ......,.......,......_-.... 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"119 l...tII... !.O.OO ttl .llIIg Width _ U.OG It ",an I"CItI' Nf,"t _ 11.' 't,.. .5 Tf1 SloIlIlb.ra Oc.ctp.,Wl(J 0.., L...... 10." 0'" Dn1l:: ... ...... WlO'll farc. a.lhri... Snl_ 1';.1-:::,,:~: ~,C::1:'"' '" o en :J: o --n en '" -< ~ '" C '" '" u ... ~ SHlP a a a: a: c ... ~ :r ....-5 ([ ~ ~ 3 " C " ~ , c u Cust: 8L4MKENSHIP W: Dl"1w_c..bnal..lOOOOILJOOOOl D:\g"": #lC.. H NT. 16.' Ie live 25.011 pst DuI'F&C"s l...1.15 P=l.15 TC Dud 1.00 ps' RiI"p "Dr Bnd J. U BC Live O.OJ Il'sf Rep~,. ColIC) 1.10 bp flit,. l~ns :.10 8C De4d LO.OJ ':If 0 C.SCluin9 1. C- 0 Dtlsi;l'l Spec. l'l(-2oo:l , DEFt ~1~1l"~= lll"f , > G n ~ TorAt 42.00 psf' ~ . - 1:-1.0: U'(T 5Ul lfC"O . 1 D~ I-U 1)4' s.sr I,MJ', 1..1 ~II~Sl~:':"'S~~;"n~i~," ClI E"- t,.,n _at.,;.l .at ucll bc.rln9 IW IlI"FUCTmN ('P_) : ILl'" IN.... I.' (lM> 'l- .(1.1)" 0. -0.0'. f_ .O.l~. f~tII.~~j... .~r i:! :iJtYI~ tWFsJ ::: ..1 .!!I..u I urr;~ 1.11 t1 ~ir::-lid~ "111 ...(..a~ . 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Be Live 0.00 ps' Rep Hbr (0Plp J.1C I l IRI!P Mbr hns 1.10 .; Be De.d lO.QO psI' :l.C~Pltcing 2- O~ C - !Dt!sign Spec IRC-20ll3 \ ...r -,.,~Jt:DTA.l. ~~~...~.:!..j9~~~r~~;, Lll.<4() :rC: .U.~: " c: C ~ , c: u l~ I. MOSHOFSKY ~~ TRUSS , "f! NO"lh"..,.,. Dr. , Co 0 SII,. "gs. (0 "'~, ,__.TAUSPLUS 6.0 ...V~~.~.~~~~ " " " ~ ""..Ii,;\f~ ... ..~,:&:. ~,,~ d no... on III'. s"eftI ~nd gWv. cop" 0'1110 UIe ElWetlng Cotft'r.Cfar. fMI___........................__....... I...__...~.............__~ -_.-.._-.._............._-....~.. ....-......._...~....~.~ ...............__.~.................. ".."...,__ n................___....... ...... ...........-...-. ...............---...--.........,.,..... 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TNo.--..................., 1'-'"'-""'-" TRUSS ~____.......__........_........_I..~gnr-...,.,........... ..............._ ""15 No"5"PoIrI' Dr J---.....----.......---........c....OIDJ---..............~,............... , Co 0 Sp,. figS, co MJ9o;- ;=~II~=~~=:=~~~~;;.;.......lr~=..~u::::._::::"IIOor. ;...._~ 6.0 VE~:._.!6....~.::::-w,. n.-~..............----I.,..~~~':"':""':".I.I~Ia-.-...DI;:,.~~1iXDI ~ MOSHOFSKY Qiy; 11 11....1..., q,l(lDl(S) : ~rt acWf.... "'"-1IIti1ld 1 .ts 111 Z -'1"11 IIllJ-Drep : G-l..1J :~ih~o~'~I~ ~~.~=I t"- .,., (lI(lll,1III . Te,. bIpIInance "utar _ 1.00 rr.n lOtulon..... (Itlf Z~ :'1;;I~::::~~.n~~:: ;t~.tlt;b=t~~rla:og ft .llkU\ rOll' heigllt. U.61i 't. 1Ip1t... n 11'1 St...r' Oc:~IIKJ't o.allla_.. 10.11111' =:i~ ~1I1.":t~I(1..:~ ltftillti"9 Sy~,", ,..iltlfUrl" Are. . 54 s-,"t .1 :w % ~. 1 l I t:ArDV\l1ON lIAR: Imt1D5l 7/2912005 0: IT " a ~ ~ , . ..'::-1 ;: c ; 0: :x i c -. I 0: ,. ~ " ! c 0: 0: u ~ o a " " c ~ ~ c G c u " ~ ~ ~ ;: (ust: B~~ENSNIP WQ: Or-iw_Lbnpl....LOOOOfi_JQOOOl DS9n,,: ,'-( -)4 W'T: 1711"" l( Live 2).00 pSf Ou,.F.cs l-l.lS 1'-1.1) Te OeM 7.00 I'd Rep tb- Bnd 1. U bp Mbr- (0"" l.l0 Be Uw 0.00 pst It.ep IIIltlr 1en" 1.10 Be DI!.&d 10.00 pt.f O.C.Sp..dA9 2- 0- 0 : Desion Spec IRC-100l ' DEFl ~TIO: 1 240 TC~ l(l!! I ! rm"L 42.00 uf -----.-............_....---....~... , > G n ~ o ~ , .... . . ...... .... . . . .... .. .. . . ...... .. . . ...... .. . . ...... ..... . . ..... lJC~_~~:.~~~!~N<<ENSHIP ___:::= u~~~~~~.= -PI; l-:..X l[..:-r !..n tEQ'D Tt ZJl4 on "1 ~ J Jj: ~:~ iU:. Ug: ~:~: ~I l=: :t. ~i.wtlMlJ ,- IIfQl>TRl.Jt{.v.lC, .......... ".. bud OIU' ...rer to hillt QC Dl'tai. S"'et: f... OIl thlf IrQ" ........1.1 U "oK' bl"';1II "'ni.". "t,ntOlll.l To....r..... .,M! M:t OU'LtCTlaI (t,,~,.) , . 1"C1l1C tnrM ,,'n. 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CO NJ907 TRUSPLUS 6.c Y€R: T6.4. h .--.................._ TrUS$ II!.E"~:~~H'f ...-.-.....--. . , Dts;,...d J1l'r ~VJll1 1..lGDJ lhh ..l.19~ 'OfS not .I::C_II: ta.. kilt tIE"" ~'.... dtoIrwletll lOo1d1ag (tt~). 11111~~~ lI~.~GR "i:cr=~.a:U~( t:niLl' OJ IIIlIUIPlf lo.b CASfS. lOUIN 'or 10 ", .........(.l'K......"'t ec'.l. fU:iM!"I:U~; =~~~R~:tr.'"'''9' 4-0-13 '4<>0 ..0-13 18-0.13 4-&-13 22-1-10 .&..2-6 .2&<>0 I, a.1.1n . ~ G.11.3 6 -1.IIlI .. ,.~ . 8=3.5-41 . I 21!1-ll-ll ,,1 8-11-.3 I 2..,.. ,. " 1 &-1_10 '(1.1)-'3 O';:~4.~r.. T-=~l~L =. .... "flOra. on this .".., BId give . C'Opy of It fa ,,,. &eel".." COf'lll".aetol'. 1NI........1io..._~...-.~_~~.. .-....--...~........._lIlI___......... ....... ..-..-....- ........"..........,.............. ...---..-..-_-..... o..r... ft..........."'..~""""-.................__ao....... n.~....._._ _N.._ .-..........-..-.......--.......-......--.................. '.....-...-.,-. .~..- lit............ ......_.. .......cfIeoIf,..'-.atre..-.,....,...,.......-,drIcOlt..,.. ........... ~ ...............-.....--_,....,....o.e.~...... TlII_................otr --..-..__d.._..".._..._____. 'e.tca.-.-.... _....tIII_h-..............._" .""fIIl."'........ Di!'\III..,...--........................ _,.,...,I.....Te. r--..t_CllIuoI:II....___.....n.....IIl_ ~I -..J1l..tlfIIG~.,. Uft"lN"CIa-.rON". (.CSI1~.t.lIS.-Ih'_t_.,~_,.,.....'_.....-..(WlllI..~...!I:l"~gn..,......,.., !II'" ,... ---.,--........--.',......'1..-...'1'1 ,...........___ w-...... oc.... ,.~- -..-.,.-~.~ ..,..,-.........~-.... "'''''''''''''''''''' ...., , \ Qf.y: -_.:-- _...=-=.~ ~~::~U::i~ . ",0.."';114 1 ." ,. 1 -~!J 1111 lilP-llroll: O-J-l) "'11. Van is ".S'fl!!d1 ..1... th. ASCll-0Z It'illlll bee_fiut;on .'q llldaMd " 'h5. J"rtUIC.' r.ctor .. 1.00 'run lGuttDll .. ~ hili 10q HlI..,.tUlI"III~CVlli........ [., C.t......r_.. I Illig lC::JUI - SO.GO 't, ."9 1I;4t"" 1O_00't ~is~:....~t~~~.~~\:=.: 10~~ ,sf "';1::" .. "-ill Wind lorn Inistin, Syn.. .1111 ~..'"'u...... ClMldlil'l9 ,..i&vt"f'l' A,..... S' -.h , .. TOTAL . ~'..........-...... " ,.. :r C>+5 r .T~'P c ~ 1 , , .\ , , , Cast: SlANICENSH(P Mh D,.1.....-C.....bnp2J-OOOOS_lDOOO2 r Ihlgl1l': Il( _]4 WT: 1.7"' TC lilte 2!1.0) D..f DlIrFa(s l-1.15 p...,.1.15 TC Oed 7.QC pJf It!p~,. and 1.15 Ittp /lib,. (OM 1.te BClwt' O.OOpd RCP.Hbrlens 1.10 9C ~ad JO.oo p..f O.C.~p&(i"9 2- 0- 0 Desio" Sp.c IRe.20D] Dfrl ~TIO~ ll1<O Te: 1/2.r -~"""''''''''''''''' "l.DO pst . DESIGN CRITERIA and STRUCTURAL CALCULATIONS for Lot 31 Co~ntry Estates Phase II Springfield, OR Client No. EI353 Date: 8f! 7/05 Client: Acadia Design 1488 E. 43'd Ave. Eugene, OR 97405 Scope: AE Group, Inc. was retained to provide lateral design only for the Single Family Dwelling. Vertical design, framing other than that noted for shear connections to be by others. AE Group has not reviewed or verified framing, foundation, or vertical support elements. Code: State of Oregon Structural Specialry Code. 2004 Edition LOADING: Roof Live ......................................... 25 psf Roof Dead ....................................... 15 psf Seismic: Ss .......................................86.4 SI ...................................... 40.9 Fa ...................................... 1.15 Fv..................................... 1.59 Wind: speed ..................................... 80 mph Exposure ............;...............;........ B Contents: ., Pages Lateral Calculations......................... 1-7 G RO U P . . . . .. . ... A E CRour CIVll& STItUCTURAl. [NGIN([RING phone 541 341 Inl fox S41 341 1219 . . . f. 1W31;b') 1342 High Sm'" Suite A Eugene. OR 97401 .. . .. .. . .. . . .. . . .. .. ... . :: : ... .. .. .: :.: ........ ........ .. .. .. . angengineering.com . " I I I I CIVfL 5: STRUCTUllAl ENGINEERING phone 541)4'133> fu 54')41 1>19 1)4> High Street, Sui.e A Eugene. OR 97401 G R 0 U P an&msinminJeom p~ecl: STA RCK 1<'0;';;1 DuJC-e; IocaUon: "S f' e '--.J(, .' s..:]) J rtJ . calculated by: s.t.. . dale f / ~/oS I , i ! '5TP-LlCruv\!. cAL-(!uLJ1 T;OI'I~ -Ss :. ~(p.1 . " .I. - 4 9 I ~I - 0, I / ~ :. I.IS I hi" r.s1 ) ? ( 5EI';!"ItlJ ('oHf lat= qq lo~...-I~"!> ~"rl., W,o.ID onll.f/ f1-p. (5 . -' 'S;:". ~t'; ""po,. \ c.- ~L-ITtJ: 1..1, I I I -111 -1I3a v, I I I I I' l=_r- - - ~J - l/;; I I \/1- Vi ?-CCf" DL.::" IS g P(15 r:.f ') ::: 2 'Z.,(ns :It .. . . .. .. . ("', o?Oti. OL -; \~O~ ~l (IOr~{l : -: :.: .. .. .... -::.1 ~,I>l/O.j:f 0 . 0 . . . . o 0 0 UPftll \VlltL. VL " !I~'(L\llWp :: i/~~ol!: .. 0 .. .. 000 o 0 0 000 .. 0 .sheel no,~ \ ot 1 ~eclno.: EI~ . LOuIl('l.. wALL Vt.- )~1~'(4.5'}rOp~f+15i(~I)\or'-f -::I),~ lOil' "lIZ-I !3. D l. : fl..oOF/,Z"'P F\.ooctJ [,.Ir.II? VI';. IQld1(IOr:-() +- 3~od1 (I~rsf) ::0 (,.J70 It. . Y,,- = /rid! (\o(J 14141 d (l5r-l) -:c- 1":/ IZ-s It- . , v!, = l1..Lj~(rOf'Sf)t l{~ztl({s,.t) ~ '< lZO"" . Ul:::; '2.12.. t)(IOr,,)..;-&,-/r;;~C\Srd.) - 12 i?,t)s # LI]..::. 20~D. (10 !,sil -1-1 21 Ii (15 rri') :;; 11.,<17.5 tl ~3/ \'1.0" (Ioril + GjS ~I (15ri) -:0 '2.,"10 it:- . . 1ST FL<or.J WI'LL~/z.U" flO'e..jQ-<:>F'O""- ""....... V~ :' 1~?.dI (IO"t) + 'lor ~ (IOr~) o 0 0 :.. ~ rOO ~ .-. 'i', o 0 o oYl,:: .1f3 !!J(rarf: -+ LIS3~ (IOrJ) :. . .. 00 00 ?:I'2.,3u>O~ ... . o :: . ... .. . ... ." . .. .. ... . : . . . . . ... ~ .: e.e . . . . . .. . I. I I .1 I I I I I I I CIVIL & STRUCTURAL ENCINElRlNC phone ~41 34113P fax 54' 341 '~19 134~ High Street, Suite ~ Eugene. OR 97401 G R 0 U P '.go.p"..ri"g.cDn, projecl:S T Ai.tlL. e.es.1\) eJ( E lOOlUon: <&,"t-Jrvf.'=..'.....':... <<.t:..; celculaled by: ~. c..., . date ~ J:s lo.r- I ~ '5Tl?LIC TL.l~L. (.ALC-ULA"liOiJS - Coo>!/. V3 = 50(, '1> Clorf) -t- l.\q~ (I Off) - lo,ooO$- u, - 57'6~(IOr-f) + !;OO~(IOrf} \ 0 I ,30-#=' l.lz. ::= 71'2.1/1 (10 rn t 5!X91\1 (IOfg') _ \'1, \d'"O 4t vI:!'~f. (SO ~(Iofd) + '2C.'-\~(IOp-.6) . t ,!;;'iJ'2AOfj(lOfs(j t 4t~(It;r5{~ ::: p,5y><lI WIIJO 1l21g. A?f!!JG : ~\i~' "LOOt<-., VI=: ~(p~ ( 1'5- 2.0)l.V.... - '271\> (7.0 -1. S)W - V'Z.::: '(;Od> (tS-?o\ \/J/ - I ~O~l r].O -7..<)) 12- / - V3-:; y~* ,.- (1<;''2<>\vJ ']"t"4J ./ ... (20-2-5) It - \S( FLoolU: V, :.l,lj! VL = 1l0c\t V?= qLJ~1 ::> ({I;-1.0) IJ /' .. . . .. .... .. ... II ..1/- . .. . rv .... . .. .... 1\ ./ W. . . . . . . " .. . . . . . ... . . " .. . . . . . " ... 2. t' P ~ L(lO,L-o : U = 10"' I = 101;;11 ('S-2.0) vJl ( 1.0 -z';) (1./ U;.= i'1I~ (IS-20 )w/ -=- IO!;"41 ( 2,0 - 1..'5) ~.... \~FLool2- '. LJI:: 12.U.d1( 0 -IS) W"'" U'2.=l'\{p.'" .....- U~: 0gtlo II ./ " . . ... . . . . . . . . . . . . . . . . . . .. . .. .. ... .. . . ... . . . ... . .. . .-: .. .. ... ... .. ...... ... . ....... .. .. .. . 6lieel no~: ~ ~ 1 project no.: E13'53 I r! ., \ I, I . ANG ENGINEERING GROUP, INC. , 1342 High Street EUGENE,OREGON 97401 (541)341 -1332 Wind LcsdIng per 1998 0r8g0n Slructura/ SpecIalty Cod.: WIND (Narmal Fo"," Mothod 1): Design wind pressure. P = C.CA'" Exposure ca1egolY (B, C. or 0) Besle wind speed (70.130 mph)- Impor1Dnce FaclDr, I., Wind Slagnalion Pressure (psi). q, - Project: sta\:k Res, Job No.: EI353 Date: BI3I2OO5 By: E.G; Page: -; 'b 1 B 80 mph 1.0 (16-K) 16.4 (I&-F) Cq_ WALL ROOF _erd 0.8 0.4 leeward 0.5 0.7 (I6-H) (I6-H) WAlL TRANSVERSE LONGITUDINAl .vg. h.lght (W)lndWard lectors pressure transverse base longitudinal base "ftl .'L.......'" Cn ce ,,,,,n . er.. 'ff' shear nbl orea 'ff' shear nbl 0.15 W 0.8 0.62 6.1 156 1269 341 '074 L 0,5 0.82 5.1 793 1734 20 W 0.8 0.67 6.8 581 5101 160 1406 L 0.5 0.87 5.5 3192 879 25 W 0.8 o.n 9.4 27 ' 255 L 0.5 D.n 5.9 159 30 W 0.8 0.16 10.0 L 0.5 0.78 6.2 .bass sheer (Ib): 10361 7207 ROOF TRANSVERSE LONGITUOINAL .'g. height pilCh factors ~. "'"lS.-::::',. baS.'h' longltlJdlnal base .'11\ 'rtselnJn' ,.~ C. ores sheer nb a"", 'lI'" sheer nb' 0.15 0.42 0.4 0.62 1.6 0 0 0.42 0.7 0.62 2.7 20 -'-0.42 0.4 0.67 1.7 0 0 0.42 0.7 0.67 3.0 25 0.50 0.4 0.72 2.1 210 444 179 379 0.50 0.7 0.72 3.7 T17 683 . bas. sheer ~b): 1222 1041 TOTAL BASE SHEARS (Ib): diracllon wind transverse 11583 Ionglludinal 6249 . . . . . . . . . . . . .. '. . . . . . . . . . . . . . . . . . . .. .. .. . . . . . . . . . . . . ... . . . . . . . . . . .. . . . . . . . . . . . ... . . . . . ... . . . .. . . . . . . . . . . . . . . . . .' '. . . . . . . . .. '. I . . . . . . . . ... . . . . . . . .. . . . . . . . . .. .. .. . - ANG ENGINEERING GROUP, INC. 1342 High Street EUGEN~OREGON97401 (541)341 -1332 I4*Ied tl2SfOS by E.G. WOOD SHEARWALl DESIGN TABLE: . 2003 /ntemBtJonaI EJuIdJnQ Codl. Ch. 16 _.oftl/aphfagm.ecwe 1IoIy. AK ............. _i#nic approach .......;. ....... ............. ....... period tmIng...... ................ .............. ....... ...WnJedeolgncalefiay ........................... 155211' ELF (ELF) or (S~mpfdled 1 (S)hort Of (lI_ D ... . 1lnd In-Plane Shear 0: . . ...... . . pmalC .... .. . .7F. -,7Fx waI segment 1 .... 10"""." . ~ . wan wind seismic P seismic un" . waD "'llIlIOnl unllorm _g. hoIdown . Ienglll faclDr' forf:fi' Iorc8 . lalleI height Iorc8 . Iorc8 - Iypo lenglh. OL Iypo .... . tI b b ft .. .. . u . \2-5 .. 9 1526 1284 1.00 1264 122 1 12.5 niB . . ..... . II! 06. . 9 0 1318 1.00 1318 220 1 3. ~STM' .. . u3a , . g 1755 272 1.00 272 292 2 3 ~ST48 . . . . . . ...... . " .. . . . ...... ...... . . .~\ ~8 9 928 701 1.00 701 58 16 165 0 n/a ..... '~2 '8 . 9 1844 1339 1.00 1339 231 6 165 1830 MSTal" . . . 16" ..... .3 9 824 889 1.00 689 59 15 165 0 niB Nates: 1. Muimum p factor In each dlrec:tian used to calculate seismic: force 2. FOfC8lobe ul8d In 1805.3.1 Basic: load Combinations w11h F. aqulvalenl 10 E 3. FI..IbI. diaphragms assumed lor values In table 4. Table 2305.3.3: For shearwal segmems with aspect h1waspect ratios _n 2:1 and 3.5:1, mulllplyallowable shear wlues by 2w1h. 1'n:I)ed : Struck Res. Praj. No.: El353 Oal. : 81312CKr.l By: E.G. Page: ~ ....s:- .? -J" . ..... . . ...... .... . . . .... .. .. . . ...... .. . . ...... .. . . ...... ...... . . ..... ANG ENGINEERING GROUP, INC. 1342 High Street EUGENE, OREGON 97401 (541)341 -1332 updIted t125tlO5 b)' E.G. Project : SIruck Res. Proj. No.: EI353 Date : 8I3l2OO5 By: E.G. Page: WOOD SHEARWAlL DESIGN TABLE: - 2003 Ime_1II Building Code, CII. 16 lJIfIa of dlophregm .bow .sIoty. Ax ..... ........ _/~ic IAppfOIICh ................................... period timing...... ...... ............... ............... ../smlcdsolgn cafegoty ........................... 1552 tt' ELF (ELF) or (S)lmplltled 1 (S)hcl<1or(l)sacond o . .. t In-PIane Shear /WSDI: .... .. . pnwx waD segment 1 wallsegmenl2 . . . .7F. -.7F)C !/M1'Na11 Iota' ~M . wan wind seismic p seismic unit 1!'I!'1 segment uniform overlmg. holdown segment uniform over1mg. ho_ label IT~. height force loroe faClOr' fOroe' shear type ~1II DL f':'.,<;" type 1-;:' DL force type . .. .. . nI) lib) lib) IIbl rDlll rcln Celli fib). ~ "12 .. 9 3189' ~~ 1.00 2359 266 2 12 285 1273 PHD2 .. u2. ..... .. 9 2587 1.00 2742 249 perf.. , t1310 6 9 1840 668 1.00 666 307 2 3 195 2798 PHIl2 . .. . . .f1 il.!.. . 9 1944 1282 1.00 1282 118 1 18.5 250 0 nIa ..d . '8 . 9 4088 2599 1.00 2S99 . 727 1 18 155 '1125 PHD2 . v3 "... g. 206S 1909 1.00 1009 109 1 .19.' 250 0 nIa . Noles: . 1. Maximum p Iactot In each dlrecticn used 10 calculate sslsmlc force 2. Foroe to be used In 160S.3.1Ilss1cLoad Combinations with Fx equivalent to E 3. Flexible diaphragms essumed ior valu.. In table 4. Table 2305.3.3: For shearwaD _nls willi aspect hIw aspect ..lice bolwOOn 2: 1 end 3.5:1. niulDply allowable shear values by 2wJh. tlsee perforated wan calculation ~. V'l ~ ~ ..... . . ...., . .... . . . .... .. .. . . ~..... .. . . ...... .. . . ...... ..... . . ..... ANG ENGINEERING GROUP, INC. 1342 High Street EUGENE,OREGON g7401 (541)341 -1332 upclItICI tf2Ml5 by E.G. ProjeCl : SlruCk Res. Pmj. No.: EI353 By : 8I3i2oo5 Da"': E.G. Pege: WOOD SHEARWAlL DESIGN TABLE: - 2003/nf8matJona/Bulhttnrl Code, Ch. 18 .....01 cfiophrogm .bowlfoty. Ax ............. .:se~lcllpprOach .................................... porIod /imtnrl... ...... .............. ............. ....... ..bmlc de.1J1n <alOgol)' ........................... 1552tr EUF(ELf}or(S~ed 1 (S}hcrIor(ll_ D pelforolod wall In-Plan. SI1ear D' pmax wall segment 1 .. .. sumot me.. shear .1F. 1t.7Fx ~ ..- peIf.wall wall opening fa_ wind seismic p seismic unb wall segment un overtmg. hoIdown Ieng1Il. helghl Ienglh oegmento ,,"ight Co fon:e fon:e factor' fon:e2 BIte.. type lenglh OL -.; Iype 1\ 1\ 1\ 1\ III III II III . . . tl . .. 2nd1l2 . 9 11 8 2 1.00 17M 1590 1.00 1590 292 2 11 120 1017 DZ .. .. . . .1~ 11 9 11 5 5 0.83 2581 .2142 1.00 2142 548 3 11 2811 1132 01 Notes: ..... . 101l1~m p ~.In ~.dt d_ used 10 <alculate 18lsmic fon:e '.l'\lIcelo be all8d IIl"\POS.3.1 eulc Load Comblnellons _ F. equlvelenllD E 3. Flexible die~ ...umed lor ..lues In tabl. 4. Table 2305.3.3: For .....rwall_nIs wlth.sped hIw .specl_ be~ 2:1 end 3.6:1, mulliply _Ie"'.., ..Iu.. by Zwlh. .- . . . . . - -- ~. -I I '. j . I "I I I I , I I j I , I . . SHEAR WALL SCHEDULE WaD ~.Unll T SIlaar P SlIIA.8. Fr10ze IlIk;IRim JoIsI Tin 11> Wall PL Bd 6"0... 12"o.c. 4ro.c. A35 2,c.o,c. Bd 4.0.c. 1To.c. 3ro.c;. LS90 24.o.c. lOll nolll 10llnalll 3"o.c:. 12'"o.c. 16"0.c. 24.o.c. LS90 16"0." v<280 2 v<380 v<6OO' 3 Notes: I Shealll _ IIdes 01 wall wI1I1 1513r min. _ ~lII1d "..,oach _to.......wa per _. ShellhIng on _Iides mUll lap __ -'0_ and be_noel porpanal adllOl on _ abovll. AI mamberl wlIIl ponaI joIntI on baIh _shal be 3"1lClITinol tIl_, orgnmer. 1Ml.... Iho8r panaIs... appllod on boIh facet 010 waD and nd lpa~ II B ,_ or _ on centBr on 0lil1., ,Ide, ponaI joInll lhaII be _10 laD on dlllarenllrBmng -.. or IT8mlng shaD be 3 Incl1 IlClITinol IIlIda1... and naIII on _ sid. ,""0 be 1IBgvBr8cI. Framing _" AlII1tat walllto be Inspecllld prior 11> eppIIca1Ion or any m_11Ila1 wl1nIt1lil inlpador'l abilly to wriIy nailing pBtI8m. 2 HOlDOWN SCHEDULE Wall A1~\ '~" Pall - ,\.B. Oia. x T";'a ~ . End Post Fall8nBlI A.B. Embed. (10) SOS 114J<3 518..... It 12 518- PI 3610 PH02 2-2x6 wood 1_ SSTB1B D2 3'35 MST4B 2.2x6 ""';"1Bd n/a M Nolo: 1ns18lpar'Sl..,.onSlrorlg-lla'_ . . . . . . . . . . . . " .. . . . . . . . . . . . . . . . . . . .. .. .. '. . . . . . . . . . . . ... . . . . . . . . . . .. . . . . . . . . . . . . ... . . . . . ... . . .. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . .. " '" . . . . . . . . . . . .. . . . . . . . . . .. .. .. . . .. r1 G\1