Loading...
HomeMy WebLinkAboutMiscellaneous Plans 2003-12-30 > A-_?~~~k~5 ARE REQUIRED. Please refer to attached Development Code Section regarding the placement and types of allowable street trees. f c~ (/ ~ '" ~ 'r t::7 1 ~ ~' /l - '::::'1-\L ~a.~ scJe-l'(-==-Zo' 101' o 12. "-;;'2 \ ) ~) ~~ ~ l~D- \)~;o 1\ \(q 1)' J (to ~ _' \5 { ( , ~ ID 'J N I ,,-II.~- ~ ~ ~Wf .', \j~ ~s (((OOC~IC~' -B..CXlIC ~\.e\J. 2\' .\ 4"3 '1.0 I n OIO/f IS &-a,I~ R~ " 't\ ~ 6J) \}\~~J . \ , \ - ~\-- '\ I ~ I t! I '-L.'LOO <=>7.&<; I "0"'''' ~"'-CT j I Af!CdtJ.C~ \ / {o\Jt~ (",~t,sd.l- ~.fu)k "\" [ . ._0o~ \a<; \"\~~ ---.- ---~--"-------- -._--- ------..------- DATE RECEIVED p-13c I 0"",> ..I"~t.,o,, Cimt 11 lID ,,- C)ldi, 1 ZONE _ _.~ _ y GROUP UNfT(S) , .:.>:L Pp-,NCY LOAD STORIES CONSTRUCTION "L.:"GAL DESCRIPTION i'{,o~. ot". 1\ . IDbDO ADDRESS '"\b>f3 ~~~';:br~v-<?,- OWNF:R -p...'A..U- 11 J~c~ ..j.\o.,~ MINIMUM SETBACKS - CORNER LOTS All measurements are from Property Lines -Front yard to Bouse 10 feet -Front yard to Garage 18 feet -Street Side yard to Bse/Gar 10 feet -Rear yard to Bouse or Garage 10 feet P.U.E MAY CHANGE SETBACKS THE CONTENTS HERE ON HAVE BEEN "'~E'\ IC',V':"D 1Il/j-~ ALTERATIONS INDICATED ON COLORED PE:..NC!L. ~ l-ll"~ S OR ALTERATIONS MADE TO THE APPROVED DF-~A'\' ,,.. ~ PROJECT AFTER THE DATE BELOW SHALL BE APPRQ\ r - .~:w THE BUILDING OFFICIAL. CITY OF SPRINGFIELD. OREGON APPROVED BY ~ r-6" DATEr2-0'1 ~~Jk\, ~~<-\'^t'<l4(f~l,r"c ~3 7 S \1R ~ \\~~ ~"~If€... IS::~( 6 R. Q7.LfrJ'5 G,<Z~-C(.l{S~ C~\(j t7G -sLMt~s ..;;:;;:-.::.::::==--=:.::::=~.._- 40,LtS ~~~lCl~ ~l~ ~-t- ( ~'QdtJ (~e~ ., /II' '. CITY OF SPRINGFIELD Development Services Department Building Safety Division Residential Plan Review JOB ADDRESS: 4043 Douglas Dr CITYJOB#:2003-01287 OWNER: Bruce Wiechert PHONE: 688-9458 CONTRACTOR: Owner PHONE: Items listed below (if any) and those marked in red directly on the approved permit documents are incorporated into this project in addition to any requirements appearing on the construction plans and the City standard document entitled "Single Family and Duplex Construction Most Commonly Missed Items". A corresponding number is marked on your plans for any items listed below where 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 noted otherwise. A copy of this code may be obtained from the Building Tech Bookstore. Inc., 8020 S.W. Cirrus 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 work 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 THE BUILDING SAFETY CODES OR OF ANY OTHER ORDINANCE OF THE CITY OF SPRINGFIELD. PLANS REVIEWED BY: Bob Barnhart PHONE: 726-4652 - - . \' "1. 14-0 3-0 '\ , __ 33-0 t/I~ .".....rJ~-z"{a.."..c!/J,.-). .- , 1.'\1 "J ..... "''' "'I "'J "'/ ....1 \U' \,LI \U' ...... ..... ..., '>JJ "" ~ I'" _ _ ~ ,-O:fl: .:! -0 -0 -0 -0 -0 -0 ~ n Q -0 -0 -0 -0 -0,-0-0 I o I (]) .L I : () -,----- /. - '__' \ _::1/ o I <D T"" . i ! GveJ..~) I. 'I o I U) , , T"" '\'Ij ,\'Ij\'lj-c j =; -- -- .u....(.) ()U () i_dL , o I <D i-. /"" , _ ___-- "'.... i-, 8:11_ - I...........""" . , --.--J - -~lfJ " - / '" d / / "'... "" '~J ./~ ~ ...== ,== i:= i=- O ' , ': -,.---_-:.. --,--' - - ~ o I U) "" I ~-;. <D I N N \:<1 d ~~ ~- J '::I-V I J' 'I L,- ;:)-v '-'-0 \-1 'L,-,-V " .. f . lob Name: WIECHERT ~; '!'C ... t:fL .' ~.. BC ~ DFL #1 ~: em. BU< :bot m.. SIm::JIJiD t"l _ Joirt: I.ccaUOl!I _ H.JaE WlE9 Em lcm ~~ RER::Rr 'UiU7. f;"' 1 O. 0- 0 17 0- ()-. 0 ~ fer 10 mF ._. _____ 9:lL. ~. 2 1- 4- 0 18 1- 4- 0 <It ia aamned t1-at. ~ ~ of this b:uaa ) 2- S. 0 19 2. S- 0 ' < is e1lOllthod wlth pl~ QlIl. wxxIlxBrd ~. .. 4- 0- 0 20 4- 0- 0 0(.idin:J cr':_=--__~. If-rx:t:.. i" 5 s.- 4- 0 21 6- 4- 0 < ad::U..tIcnal 1.cads trUSt te ~ en " ~~: ~ g ~ ~: ~ g ~-;-~-~ ~ r~';h'. bkd<o. ' .", a ,.. 4- 0 24 ,- 4- 0 8b.dJ m;I'f ~ ~. See , 10- G- 0 25 10- S- 0 ' ~ in ,,~h';.~~....!..!. 10 12- 0- 0 26 U- 0- 0 ~~a:nd.~~ ~~. . U 1)- 4- 0 21 lJ- 4- 0 'Iheoe l.ca::h ani tleir canuicnl aR ths : 12 l<- S- 0 2S 14- S- 0 ~'Ln'h. of tl- L.n.'.~ ._,_. 1) 16- 0- 0 29 16- '0- 0 ---.---~~r - ~~v ~-.JO~ 14 11- 4- 0 )0 17- 4- 0 15 18- 8- 0 31 18- a- 0 l' 21- 0- 0 32 21- 0- 0 " "''1. 6' 'Il' g,~~' ", .{' fi'; .' r '.!t iii, ~" ,.-:. 1:.;' ~.~\:~ .~: ~', -.t \";Ii' ;lOf.' ;:"i.: ~ " ~,i':\ . ~ '. , .' , '; , '1M; ?;' ~l';' ~'." ~; .......:.. TI'I'ICAI. PLATE : 1.5-l ~ MOSHOFSKY ~"'" TRUSS T_,'....... Co..... UU N.nkpork Ut.. c.... s,,.... co 1mIJ'J TpS.o V.r.ion T6.1.S ~~,...n '..f.fJ .MII 6...0 In.li.n 1 345 r;:;;;;- Pl>tin! '""", , ....,/Il'1 - 19>5 'ling ItsIGJ IS 'IlE CI:MICSl"IE RES.I.lI' CE' K.Ilr'IRE t.t::ro 0\SE9. W\IUNJ ~ ah:w\ are bs<d CN.:{ 01 th5 trulIa naterlal at each bearlrg. HJCI'lN] B\SID cu CHEN lI.MER V1lI.US. 1 Drwl!': C00029,4084.00 1 , . '1hla tn>oa is d,elgm ..Jig tho' ~a:m. . Bl4:J Eh::::kDe:l - YClJ, DIi ~ - lb ~~~."W;g~~.007t. ~ ~ldgti:. - U.24ft. Mat. 80 CLoaaifkal:.lcii. 1,!>sod L:ad. 17.0 ""f Truss ID: 5261 A 1 Otv: . lA' oshofsky Truss fo " Box 2609' Eugene. OR 97'IC; , Tel: 541-461-0680' , rOXI H 1'666-5868 '~ l:!!!-, '....0 ."&.fJ ~ ...... u..,~o J.I.J.U 17-1.0 ".1J.(l lp.<.P_ ,16 I 6 7 8 '9 10 11 U 13 14 15 -7.00 I '~ .,. ,Y' Y' y' - , J4A' ~ J.J, 6.5.13 . - J::u-l.5 ~ "~ .~ ,~~ J::u.4.5 7.4.1 ill II- 'I.n.n ~ I 17 18 '19 10 11 n 13 14 15 16 17 18 19, 30 ~~~~l:!!!-,~~ 1-#-0 +04 6-1-0 Sl-+D ..JJ.Q:D.. ..JU4.--1U-O-- ._" 31 J1 ~ JI~' Tru.wal Sy.tem. Plato. are 20 YR. unlo.. shown by Rla-(18 ga.) or -H.(1' ga.), po.itionod per Jo nt Roport. CiTdlod plato. and fal.o frame 'Plate. are po_itioned .. .hown abOve. .i:.' . WARNING R,QdiJli'1I0Ies 1m ihls'shlll andilY' a copy ofilia Ih, Erect/llg Conlrac/or. T8F, . 1'hb~Ip.~((1I'IQ~bl!lldq~DClCtNI.Il)'l&Cm.1I~~bas~pn,p~~P~~1.Ibf~marmractw'trMddilD; ~I ba _..,~... w!lb1haC:&UTallYmltq1olTPImdAPrA4uIaIlIttAdar~..HolU~n.ijIlJllauumc4rOl4lmW1oaalaccwxy..DImctuk:mItO'~b." ~. vuU1c.d ~ IbI ~ m.=dacNicr ..uS/or ~ wlcnu priot'kitahl'bdaa. "Tho bvIldlnl wiper murI &acetUm QI:lI' Iha laW WI1ud CICIo Ibll' O.gnrl ...~......",..oud",.bd"'Impoo"'by., ""1oaI_~.'.oI..<l4""p"kub"ppllcadoo: 1boj"""_""'''''Iop_~b....uy. '. TC I.i- .r>!<oIby"",rooI"'I1<>ar........"" ~"'.~cIlar4~IoJo,.Dy.""" by....14ll!a"'...l:lIlONlolh..lI)"l1.cbol. _'0'"-.1.........''' '....,', Dm:laa ahowD II 'Of lWtallUpport oS c.ompm=tl mqnkq cmIy to reWe, buckJln& l=ath. 1\1& c.ompclDUll ahaD DCIC be pbc.c4 In any envlronme:z1J Iba1 . 'tC Dead will cwa. e. mo1&NI. CCftScAI 01 1M wood II;) u;ewlIP. and/or taUQ CGM&ClOt pbu CMrDtIaG. Pabrlcal&. twwIle. blaD u4 bnet Ibb tl"Wt 14 . Be W. acconWIuwllb.1U 'o11cNtnI.ltandarda: 'JOINT OBTAlJ.,S'. byTNlwal. 'ANSlITl'1 t'. 'WTCA I' ! Wood Truu CouI1cU of Amc.rtea SlaDdar4 Dulp vw au_IbIl1<lu. '!IANPUNO !Nfro\!J.IHa o\NP PI1AClNO MlITAL IUTB CONHBCTBP WOO~ TRUSSI!J' . 0118.01) wi '1I!IHlI,~~,', BC !load- SUMMAR.Y IIIBB'l" ~yTPl. 'Fht Tnw PbtllrutlMl (rPl) IIlocD.led II SD D'Onofrio Drive. Madl1aa, WlIcaulD. 531lg. Tho Amman Porut and r.pcr Aaudadao(APPA) II Iocaaed as 11II IN! Sllul, tfW, S~ too, Wuhlnal<<l, OC2m34.. ' OVER. .........~.......JOUS SUPPORT TOTAL x ilj3s: 1~1/2001 ~ ~120(jO saalel,3/1'. ~ l' :,'~:'1:'~" ~).:":.i: 14.1 WOI 5261 CU.tcZn..:NaIMl ':....,. ... -., ll~~r" ILe. 10 ~S,9 Pllt 7.0 P.I!t .0 p.t 10.0 p.t ,42.0 plit Duff~~~;fM1,;~, ,:;,1! a.p"tQizo"BDd. 1.15'. o.C.~~aiDg ,2.'0.-0 !lo.1~\.Speo;, lI8C: Defl Raili" L/2'0 '!'C: L/24 ., I , Job ;Name: WIECHERT InJ . 'X-I.CX: JEJlCr SUB ~'D 1 0- 2.12 106. 5.50. 1.50. 2 ~?-'-" 1068 5.50.. 1.SO. 'lC' Eti1:E >>oL Bn cst 1 -12~9 .01 .31 .32 2 -Y74. ,01'.)1 .32 3 -!fl4 .01 .31 .)2 .,. . ..12" ,01 .31 ,32 , I 9C RR:E m. EN) CSt 1 1063 .17 .21 .J, 2 . Ion .09 .n .71 3 1063 ~O, .62 .71 \oa RR:E 0;1 loCB Ft:R:E CSt 2.8 "-350 .22 4-8 -350 .22 3-8 . 564 ',25 I'M lEfUC"lCN (G<>On) : 1/... IN "" ,- -r (L!W) ~ -,15" [)o -.10" Tw -.24" ~ - JoIrC I.a:2t.icn> - 10-0-0 , 0-0-0 2 5:' 5-1) 7 s- 0- 0 ) 10- 6- 0 a 10- 6- 0 .. 15- 6- 3 '21- 0- 0 521-0-0 ~ MOSHOFSKY ,-....,./........." "","I TRUSS . I ' Im~~~==;;'u,:.l:.~""'I" en ImOl TpS',O V.n1oD 06.05." Truss 10: 4931A2 Oty: 1C "2lc4rN.Ul r -2;xA. [FL III w:lJ :bat tFL .:.~--..\&.I. luaE VMJ.ES 1m taD ~I rmRRr fIlfi07. RJmN"J BASED CN a&'N ll.M.Gl V1Il.l.I:9. 6.S,14 - J:o-4.6 11UD tmJrrn T:l 111i: c.oir01l'll~ roWAUr 0;- MLTIRB 10'\0~. . lBIRJNJ rm.meaml en:wl 1ll'8 lnJed rnLY 01 the truuG I'lnterial :d:. ~l h:nrirg. l..c:::Dd:d fer 10 16F n:n-c.uDllni'C OCI.L. 1<-5-11 S.S-[3, .n.6.p 1 I 7.00 ~.O-J 10.6.0 ,~.O'J IS.6-3 'to.lO.n 4 ~ ~.o;.l1 11.0.0 3 s' 3.5-4 ~i"\ Sa3-4 1.5.8 3.5-4 ~!~ ~ '1.n.n ~ 6 7, 8' 10.6.0 10.6.0 9 10.6.0 11.0.0 Truewal By.tom. Platoe are 20 ga. unles8 8hown by -18-(18 ga.l or -H-(16 ga.), p081tloned per Joint Report. Circled plates and talae frame ~l.te8 are ?o8itioned as shown above. WARNING R.ad illl nolos on IIlIs sll..1 alld give a copy 0' illo III. Erecling COlllraclor. Tbll dulp b: for aft ~1vWu;a1 ~uUdln, tomponAil. II tw bun b:alcd on Ip<<:lnCllIIIJlU pl'O'l'ldcll ~y !he componcnl m:mul:u:.lvrcr and done In :accordanc. wllh !h. cumnl YCnlana 01 TPI IInd API'A tfalcn rtUlcbrdJ, No ruptftl:tblJlly 11 wumcd (or dlmcnllnn:d IICCUDC)', DtmcnalOlU 0,. 10 be ycrUld by lbo componcnS tn=lou(::adW'U a.ncUor bullJlfta Iblancl priGr \II l;obrbtlan. Tb. llulJdlna dulallU wl1 KlJccn:a1n ~11b1lP:icb ullllud on Ihb d"1a11 med or ucu4 Iho kodlna Impuccd lly Iho lucd IlIdldlnJ CDlSc. II LlllUumcd ~ Ibo lap cbonf LI blcnlly llnaud lly !hI rool or nocr dllt)lblna and lbiknom chord Is blmlly br:au4 by. rtalll chalhlna tn:dcrbl dlnclly anschtd. links. alhuwlu DOled. Drxlna IhowD b lot wcroll IUPport 01 tompGQCntl incmtIcn anly 10 r&4uc& ll.uckJ1na kn&1h. nil ICMlpmenl1h:lU DOl \la pbccd In Aft)' envlrannKnI Uct will QUI. tho moblurc tanltnl ol1howood"cud 19. IInUOIQUh CCMCdOlpbtecntrm:m. l"oIbrlalC, h:lndla, lnabll:md lll':lco tbla II\lU In uc:c:nnI:otleo with Ibo 1a!llJWtna n:uld:anll: "TRUSCOM MANUAL', ~yTnuwul, 'QUAI.IrY C;cJNTIUJI,KrAND^R.D I'OR ML'TAI..I'IJ\TU <XJNNI!c:rnD WOOD TRU:L~n.". (Q~.vv), 'II^NUUNO INSTAIJJNO ^ND bRA<:INU Mlrr^I..I'l.ATU OOHNUCT[!J) WOOD TRIJ.t.<mS' . (lUO.VI) MIl '1110-91 SUMMARY SltnllT' lIyT"', Tho TNU PbM InsWulo(T1'l) la koId.. 510 O'C>Bulrlo DrM. M;odkllll, WlscmJIn 53719. Tbo^mulcaa Pon'l Dnd I'Dpcr ^"ocladon(,\PPA) b IoeaIl4 AI 11JOCoMtd1cuI Av., NW, Sl. :un, WlUh!n&lna, OC1!XXI6, -- - - ..--.---.---..--- Drwg:C0001.z3198-001 t1n".IIT IIll7cI"JUf(!J) t u.nx:rt ,,1 .24111 a..rocrt 2 .241" l1us truoa la doo~ ""Jrg tho w: Ckd:o. Old] 9rclcoed - Yt:t:J, Eh:1 Z:rc - lb Ilrii""",'cbo.n LIra . lb , E>p """"""" - C Bldg l.er<Ith. SO.OOft, Blig Wi<kh." 20.00ft, Meal ra::if ~ _ ll.24ft. Mm - 80 c::l.asB1fic:::a.tici\ _ 1. Dead 1.aad. - 17.0 pst 7 . MO:~?a!;k!~~:; E~; Tel: 541-461_!80 - ,,,' '" -".,,, / 7.4.1 ;H1r J:o.4.6 TBYI 48.0 d>k. D.gnrl TC Liv. TC o..d BC Livw BC D.Ad TOTAL ~. (\(, \tr 5/ 2/00 So&b. 3/16- tiLe - "10 25,0 p.t 7,0 p.t .0 p.t 10,0 p.t WOI 4931 C:U.tc:mer NaDWl lIl:ECIlERT Durpao. ~l,lS p R.p Hbr BDd 1,~ O.C.Sp&oiDg 2- 0 O..1gn Sp.a use ~ Ratio: 1.1240 _Te: 42.0 p.t ,lob Name: WIECHERt Truss ID: 5261A3 Pbl:.in> ""'" , _I/WI - 10" . 1HIS ~ICN IS 'DE ttMKSrIE MSU CF ===. IlDRlNJ ~.:.......;. mn.n ~ l::aDed aut en th. t=ss ~ "" ead1 boariIu. a= llASID CN rnrn< LlMlER \D\l1ES. Drw :COOOJ460YI-OOl IlIL1>T mcrICN(S) : Iq:pXt 1 -2411 ....,.;at 2 -1M; nu. au.. is dooigzd ualrg tho uc O::do. ~~~~~,.:.,,: 6-c !llq} t.mI:h _ SO.oofl:,!llq} Wi<kh - 2 .oaf\:. ~ tooI ~ _ ll.2.tt, _. eo t"I"'....H'~,.",I-~~ _ 1, t:ead I.t:a::l- 17.0 psf . . . ,4 .iro x-to: ~.sIZE 11>0' D 'It: 2>ol IfL ftt I 1 0- 2-12 l06e 5.50. 1.50. a:: 2>ol IfL ~. 2 20- ,.. 4 "2 5.50" 1.SO" \oEB 2>ol IfL == HJCIE 'V1llUS B:R ICBJ ~& ~ #1607. 'It: RXE JIJ(L IN) CSI '" I..ca:Zd fer 10 l5F .._. ___~ ..:. roL. 1-2 -1299 .01 .31 .32 ... . 2-3 -97' .01 .31 .32 f3" -974 .01 .31 .32 'j 4-5 -ill' .01 .31 .32 ,. a:: RXE JIJ(L IN) CSI .6-' 1064 .11 .21 .3' ';"-8 1064 .0' .62 .71 ! e-' 1064 .0' ..2 .71 \oEB = CSI , Will roo: cst . 2-8 -350 .22 .-e -350 .22 ; J-8 SM .2. i'AAI:EFUI:rICll(..,.,,): tI", m tfM 6-1" (LIVE) ~ -.15" c- -.10. ~ -.24" .:- Join: I..ccaI:.i.aD - "1 0- 0- 0 6 0- 0- 0 : 2 S- S-U 7 8- 0- 0 ;.3 10- 6- 0 8 1C).. 6- 0 . 4 15- 6- ) 9 21- 0- 0 ";521-0-0 " " l I i ! c ~ MOSHOFSKY ~'r~TRUSS .. 'T~$yalaGu.c.lorado r'd NNlkput Dr., 0110 Sprilt.P. CO ~ , TPS.O V.r.ion T6.1.S . ~_~13 5-n.~ ~_n_~ ' ~5-q .... S-S-13 10-6-0 1S-6,~ 11-0-0 'I In-<-~ H,.O-l! , 1 '3 4' , 5' I 7.00 -7.00 I 6-S-13 Io-4-S ,J.M.... ~1.n~O 6 8 ' 10'6-0 n-o-o 7 10-6-0 10-6-0 Truawal Systems PlatoD are 20 ga. unlosD shawn by .la"(18 ga.} or "HIO(16 ga.). positioned per Joint Report. Circled plates and falee frame ~lateB are ~ositioned as'shown above. WARNING R.ad all notos on this sll..t 01lll giu a copy olit to tll. Ertctlng Contractor. ' TblI cSu:lp II tor an 1DdMduallra11dhl& COJnPCI3.tI1SDOt tnW I)'Item. It baa bec.a. bud" cinlpCclfic:atloDl prvvldcd by IhD ."'.~ "'~.. mazm{acturc;t an4 ctcDo III aceord:a:nce wllb Iho c:am:Dl vUllcn.l 01 m an4 AnA dul&a Itanlhrds. No rupaPdIl1l1lJ II auumc.d tor 4lmcu1cm1 acc:araq'. DI=zu;lcm &R to k vuil""" by IlIc """P""'" __.:..__ __ ""or -In& ""1&= pdor lO CD_ ' Tho >:dldIn& ""1&= _....n.b.... IlIc loW u1!lhod '" 11>1. ""i&D """ or a=1IllIc Icodln& Impoo" b71l1c Iood balIdIn& .... "'" IlIc polI=Iu ,pp- Tho ""i&D"""'" .... IlIc lop d>ori b bIu2IIp , b"""bylllc rooror__ ""'llIcballOmdwdbbl<nllpbPWl b7.rlaI4_molubI-,""""" 1mIw-....... Bndna ...... b [or blU>I_ 01""""'" ..won aoIp lO...... WddIn& ~ T1:b """P""'" wn"" bo plad III "'7 oMlalmoll.... wUl causa Iho mo!Jtare.CClI1lcd ollha Woocl to cxcec4 19" UJ4Jot C&US4 camcdOf plato cortllIm Pabricate. ban.d1c. btaDand brace th1I tnw h1 """""" w!1Illllc loI1oooIn& otmdudo: 'IDIIl\" DI!TAlU', byT...-.aI. 'ANSvm ... "WfCA l' - Wood T.... CaomdI 01_ S~ DWp R.upcmlltll1d.el, 'HANDUNO INSTAWNO AND BRACNO MBTAL PlATB CONNECTBD WOOD nUMBS' . (HIM1) and 'HIB-91 SlJMMA1l.Y!lll!llT' bym. TbaTNu_IMltulO(I'P/)bk>altdol>l3D'DIlolrioDdvo, _ _111m". Tba""""""P....,W PapuAJ.loc!atloQ(APPA) b located al111119lhStrUt, NW, Sl#IOJ, WadllD&toa. DC 20036, ' ~.S-4 Io-4-5 9 TBP. 46.7 Chk. Degnrl TC Livo TC D...d DC Livo DC Dead TOTAL 7-4-1 5: liP , I EX\\ s: 12,131/20011 , ,~~ 112000 SOalOI 7/3"- - B"" - 10 25.0 pef 7.0 pd: .0 pet 1.0.0 pet WI 5415 C1atCDlDr Namal llIECIIEllT I)J.rpa.o. L001.15 P.1 Rop Jolhr Bod 1,15 D.C.SpaciDg 2- 0- o.eigu ap.o use.. o.n ltltic: 1/2.0 'It:: L 42.0 pet ..:tJob'N,3I,ne: 'WIECH ERT .-..- Ja1J.~ l.o:3t10'8 - 1 ().()..O .. o..G-O 2 1- t- 0 S 1- 4- 0 1 )- (). 0 6 )- (). 0 ~ ~ HI'lrAI. I'I.ATE 1.5.~ i, ~.' >. " ~'; i . r.- ~ MOSHOFSKY ,'-/ '-/ '-/. TRUSS ;. ~(~: t " " :.;. a T"....,I "'"UIII . C'.~nd. uu N.~ P". c... S,n.&I. co Il>>3l Tp5.0 V.r.lon T6.1.5 Truss 10: 526 t B 1 Otv: 'IC 2>ol m. 11 D::' 2>ot tFL U en. m.J( ~ [fL BINCARJ R..1aE VAlJ..ES RR lCBJ ~. FEKm' 111607. <It is ua.na:1 tha.t ere f,;a, of th16 tn.Ias < l.o oboothsin..wi,'" ~'.""" CSB, """'>i b:anI < sidirg cr: ~. If n:t. < ad:!itIaallc:a:D RUSt l:c ~ en < n:n-ardnnlo bearPll r::; , ~at>~n~~~;;~s.e .~' gabl.o ~ (.1. Lounl in liiio with tho aado """" "'" I=n anW!o<ool ..u- rtt.od <<h=dsa. ''!hose lead> on! tl-elr can.:dalo .... tho reqxn,iblllty of tho billdlzu d001gr=. PIXlni'..,.;a I 1<<lI/M . 1995 1HIS'~ICN IS 'DE CD1iCSrIE Ielln' CF KllI'IHE 1.JX) OSES. EEMnP ~ o;:.16~ M::wl ~ baed CNX '" tho truoo naterUl al: """ ~. KJa"1lO BJ\S!Il CN <HEN IDHIl VAIlE9. !hi Wrtiaolo doo\glod fer;cd.al lead> mly. !hI~tI1Ol:""~-"'er l:elcw tho truso proW. (if ~) !l"l' ~ ad:litlq-al ~ o:rsJ.cI=t.Uil ll>i cd1:m) fer btonl. fcztrs d>o to wird er Selsnlc ladO '" tho 1uiJ.dIrg. 1..1.11 1.4-0 I.N-O 3.0-0 1 ~ 3 2-1.5 2-1\-9 , SliP 2-1-5 J.4 __ 10.4-5 1/'\' l-J 1.6.0 '.n.o 4 5 6 1.4.0 I _1.8.0 -. . I l-l-O 3-0-0 Tru.wal Syeteme Plates a,ro 20 ga. unlo... shown by '18. (18 ga.) or -H"(16 ga.), pa.1t~oned per Joint Report. Cirolod platos and r.le. (rame >>latee are'noeitioned .e shown above. WARNING R.ad all /10/" o/l/h/s sh..' lJl,ig/.. a copy, of It to /11. Erte//lIg Con/rae/or. " Thil 4alp II for I4ln4M4ua1 buUc11na ~pcm.DJ DOl tnw I)'ltulL II h:u bc.eQ bd a1lpeclOatItN provtded by the c.ompaacut IrWJIZbcnu<< and dont III accontmca wll!I UIc CWJ'CnI Y&nm ofTM IDd AFP'" duJp IL2Dd:lrdl. No rtlpauUltnl)' Is W\lme4 ror dlmuulcmllccur;cy. Olmeru:lcw Ire to be vu1flc4 by lbo eomponau lNn~m and/or bqJl.un, dul&ncr prlor to rarbllcn. .n. buU1f1n& dcal&nc.r mUllucenaln 1!I:U !he koda utUlud on thb dula:a mc.cI or uccc4 \h. ~~ lmpCllfCl by m. ~.Illu~lna ~ and Iht pat1cubt 'Ppllut1oo.:' n. dulp wumu UW tMlop chord 1I1.l.lc.rully .: bnud by Iht root 01 Ooar &hUlblna: an4 1M boaOl!l <<$onI II blU2!1y lIr2cd by. r1a1d aheatbhillJWcrlal dlrecdy Irtacbcd, ttnJe.u ocbetwhe DOled. Brxla& lhovr1s Is for buRl IDppotl 0( ~ mcmhU1 only 10 re4ucc buctnna 1cl1&lh. Thb ~ WU DOl bc. pbceclla any cuvlronmew t!w wW ~ lbe. mo!ulw ClZIIalI oIlha wood 10 Clcud 19" mdlor QU&I cawaor pb1c ~lan, Furlcatc. twl4le. Inst1D ID4 brxo IhiI uuu III . aoc:ontaDu.....l.dll2:lc.loDowlna lWIdanh:.'JO!HT DBTAlU', by Tnuwal, 'ANSlITPII';wrCA I'. WoodTnw CGWldJ of Amuk:a Standud Da:l&a RuponslhUhlcM. 'llANDUNO INSTAWNa AND DUctNO MBTAL PlATH coNNecrno WOOD TRUSSes' . 0IlD.91) and '1110-91 SUMMARY SIIBBT' by Trl. 1bI Truu Pblc.ll\1Wut& (Tro II ~k41l1 Si3 O'Onufrlo Dme, twbdta_, WbCOlUIn .sJ119. Tb4 ^mctk:In Parm and hpcr ^,"~(APPA) b 1oc:ate41111IlINlSlI'CCt. NW, Sea 800, Wuh!n&Loa, DC200J6. .. 1 Drwl!'~ C000294UB~"UUZ 'l1Wo tnio. l.o ~~...iru tho ' tB:: 0::d:I. . Bl4J ~ . y~. >hi.,...,. lb ~~= LIre . Ib E)<p Qt.cg%y . c Bl4J . 5O.00ft, Bllli Wid:h .- 2b.OOft, Jobm ~ - a.89ft, Mm. 80' o....lfic>tim. 1, o..d 1Dod. 17.0 i"'f . J! 11 O:'~~~~::'~:;E~; I VI Fax: 541.688-5068 , " fON, ) ) ..~W ; I Explr~s: 12/31/2001 10/20/2000 . Soala. 9/1~. . 11 OVER. ""-.......uJOus SUPPORT ~.3 'Illy, Cbk, nagnrl 'l'C Livo TC D.ad. DC Livo Be O.&d WO. .5261 ..... . 01. taroOr N.mo I WIEC1IEIlT DurPaoa.'L-l.15 '_1.15 a.p Hbr Bod 1.15. O.C.8pa.oing . . 2:/0- 0 neaign Speo vsC lloflllal:1o: l/i40 n::, 1/240 aLe. 9 25.0"pite 7!O pd: ;'.0 pat 10.0 pat TOTAL 42.0 pd Job Name: WIECHERT !lfG X-1CC = 511>: REQ'O 11: 2>01 IEL "' 1 0- 2-12 1320 5.50" 1.50" B: 2>01 'IEL #1 2 26- 9. 4 1320 5.50" 1.SO" Ie 2>01 IEL SIm:J\RD GlL BIl< 2>01 IEL SIm:J\RD ~ 11: Fm:E AXL IN) en HJaE ~ IER lac~. RERRI' #1607. 1-2 -1741 .02 .SO .S2 G:Ible blcdaJ are 2lt 4 Gl16.0 in. o.c. W\X. 2-) -1541 .02 'so .52 dt is aearre::1. that. me face of this b:us8 )-, -1541 .02 .so- .52 < is ~ with plJ:i:l'l. CEIl -=d bamI '-5 ~1741 .02 .50 .52 < 8@n.1 cr :_..:.- 8~. if n:t, < ad:1itiaal l.oad:J nust he ~ en B: Fm:E AXL IN) CS1 ~-;-~-~ ~ r;';~. bkdB. G-7 1421 .U .44 .>1 7-B 940 .08 .44 .S2 stuD ~ lateril~. See B-' 940 .08 .44 .52 ~ goblo ~ -.Ill.). 9-10 1421 .U .44 .57 IAteral. in lJn. with tho ~ hoMo = bos1 ~ \.nleoo m:.ed d:I=wioe. Ie Fm:E, CS1 Ie Fm:E CS1 'Ihooe l.oado an:! t:holr, =n:d:ia1o .", tho 2-7 -)BB .15 )-. S.B .2G =,pcndbillty of tho b.dldlzg ~. )-7 598 .2G ,-. -).. .15 <( _==rnl"P"')l' 1/... IN _ B-' (LM:I Uo -.12" Do -.08" 'l\o -.20" _ Joitt I..cx'.;2t.ias --=- 1 (). ().. 0 2 6-11-13 3 13- 6- 0 4 20- 0- 3. 5 T1- 0- 0 G 0-0-0 7 9- .1:'14 812-0-0 9 11-10- 2 10 27-,()- 0 TYPICAL PLATE : I.S-4 ~ MOSHOFSKY ",,,,,,TRUSS .. TIV"I $yJIIClI . Colondo ...,) NOnhpaB D,., Colo SpnaJI, co ~ Truss 10: 5484C1 Qty: I'l.ailirI spec , JiN31/I1'I - 1995' 1HIS tEsICN IS'I1E """'1E'\.Q....u:.1SU (f' JoUJI'IKE uro a>sEl3. ED\RnU ~':",.&o) slno.n al'e based CHN <n tho tzuoo ~ at _ k=rl'9. I.md:d far 10 mF ~_. ____.:... B:lL. H.JCrINJ WISED CN rnEEN lDHR VAIlES~ ~-I\-J3 6-1\.13 11-6-JI 2 I 7.00 6-6-3 13-6-0 6-11-13 ~ , 27-0-0 6-6-3 211.11.3 1l.~.1I 4 s' '3 -7.00 I 8-713 ()J6€> 8~Pt<..E P.e~' .!) Truswal.Systems plates are 20 ga. unless shown by "is.(18 ga.l or "H"(16 ga.}, positioned per Joint Report, Circled plates and false frame plates are positioned as .hewn above. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TblI dcslp b: Cor an indM4uaI blilldIa& c.ompcccm IKll tnw 1l)'IlCm, II b.u bun based CIa IpcdfJCa1lonl pnMded !t1lhc compccc:aI CWNtaell1rU and d~ ill accordaDcc wi1h me c:urra1I wnm of TPI and APPA de&1p rrmd:uds. No rupalIII)illly b uramed fOl' dlmmslonaIaCClU2CJ' Dlmcns1aDs &RIO be vuifted by the .,".,. . "........ m:unrl'acmru mIdIor bttDdln& deal&ncz prior 10 fabrb.doD. The lnlDdlD& declper mtlSI ucertam lhaIlba leach mUlud ca th1J dt.a:1p row 01' exceed Iba 1aacIm, lmpo&cd ~ tho local Wlldlna: code and \he patIa11ar appliatico. The dc:Ilp auumea Iha1Ihc top chord b IatetaDy bBccd by Ib~ root or floor dlealhln& and die ltottom chord IIlatenDy!traced by a ri&ld 1bealhln& malettal d1red!y atllchc.d. anJca ochuwl&e nated. Bradnc &bown II Cor btcn.11UppOrt 0( _.-'''' ~"J me.mkn CIIlIy 10 rUuee buckIln& ItrlItb, ThIs eompoaul1 &ball noc bo placed. In any cnvltacunau Ihsl wID amc Ihemolltunlccn1cn101lhe wood Co acced IV,. andlcrc:mseemnectorpbtccom::sm Pabrbtc. banclle.. btaUand brace thb tNu In ac.cord2nuwllh Ibo CoJ1owIn& ,Wldardl: 'JOINT DETAIU', byTnuwaI. 'ANSl/1l'Il', 'WTCA 1'. Wood Truu CGundI of America Stmlhrd Oulp Rupmdbtlltltl, 'HANDUNO INSTAWNO AND BRAClNO METAL PUTH CONNECTED WOOD TRUSSES' . (H18--91) and 'HID-VI !~AR.Y. S!lB~_~ ,T.PI: Tht.T~ .~.~ ~~~ (1'!.9~. ~..':I ~ 1?'~r!'l!E~', Madlam, Wltecculn $3119, Tho Ametbn porut and 1 OIW~: COOl 036079-001 m..IFI' =rICN(5) , awrt 1 -294# ~ 2 -294# 'Ihls I:tuos is crslgm uslrt1 tho rn:;: Clxlo. ' Bl41 Eh=l.csed . Y..., EhI ""'" . lb 1lrii==/= Llno . lb . .,., ~ . c Bl4l1=>th. SO.OOft. BldJ Wid:h .- 2b.00ft. Mean ro:if h=1gh:. 12 ,Uft, Mm . 80 o-liic>ticil. 1. o..d 1a>d. 17.0 pof . M, o~h,_~[;k~~~!!E~: , ,.1 .41-461-0880 < Pakl Hl.~a8'.868 ' 9-1-1 ;HlP IO-4-S I Exp~~112001 I 2/ 512001 Scal.. 5/32- . l' TBP. 128.0 W'T:198 . WOo 5484 d>k. CuIItCDlllllr Namel Dsgnrl 'LC . 10 "'~.....a..:.n... TC LJ._ 25.0 p.f DurFae. 1,.1.15 P.1.15 TC Deed 7.0 pd a.p Mbr 8Dd. 1.15 Be LJ._ ,0 p.t: O.C.Spo.Ou.g 2- 0- 0 Be Deed 10.0 pd Design Speo use Defl Jbllo: 1/240 'It:: LAtO ',' ]J)b/Name: WIECHERT m:; x-= = SIZE Il>O'D 1 0. 2.12 ... 5.50" 1.50" 2 11. 2.12 1253 5.50" 1.SO" 3 26. ,. 4 .13 5.50. 1.50. n: = A>:L INJ CSI 1 -tOl .00 .67 .67 ~ 2 ,Jeo .OJ .67 .70 3 -712 .01 .50 .51 . -1'S~ .02 .50 .52 I 13: = )XL lNl CSI 1 6.. .11 ... .56 2 353 .02 ... .50. 3 353 .03 .35 .3. . 12" .21 .3S .56, \oEl = CSI' \oEl = CSI 2-7 -692 .21 3-' 7'. .33 3-7 -nl .36 .-. -604 .1' 3.. 11. .05 I.\>x =rn:rtCN I~) : I :./918 IN "91 9-1 (LIVE) ~ U. -.20" 0- -,1)" Too -.J1", '_ Jolrr. L=l:ia-s - 1 0- 0- 0 6 0-0-0 2 7- Sell 7 ll- 2-12 3 1)- 6- 0 . . 13- 6- 0 . 19- 6- 5 . 15- 9- 4 5 27- ().. 0 10 27- 0- 0 TYI'ICAJ. 1'1.A'm I.S-J ~ MOSHOFSKY ~""""'''>.QTRUSS T,.......I J:rJI.... C.I.nd8 . HU ";OOf\Iopn Ut., c... $prill,I, (:o.mrn TpS.o V.r.!on 06.05.99 Truss ID: 4931 C2 Qcy: 'I'C _ 2x4 tfL Ul e: "w tFL #l 1+]3 2d tFL SI1N:MD .fLA1E VMl.ES IER roo ~-U{ RER:Rr "I'm. <=den of l:urla- l=rlrgo oh:u1d ho clesarl~arked en each tN&iJ. IUG1NJ CN GlEm llMEl VJ\UES. 1hi.a truos is a.s~ ualrg tho tB:: Clxlo. Bl4l >h:loocd - Y",. Ehl.".., - No I: -_:-.../O=n Lire - No . El<p -'~b - c Bl4lUrRth - 50.00lt, Bl<lI Wid:h - 2 .oaft, ""'" r=l11olgtC - 12 .12ft. _ - .0 C!JuIeit.1.catial - 1, Dead t.oad.. 17.0 pof 'IHL9 r:enCN IS 1lE crMKnl'lE 14:."':1.I..I' CF I'LLTIRE IDD OSES. BEARINJ RElJ.,w..:. .:....::. eh::wl. are bsed QIX Cl thI truss rmterial at. e:::dl l:eoarlrg. lalr.b:l fer 10 roF ral-ca"C.Lll"1'n"C OCJ J... Irt:erlcr ~ cr tulp-rary I::lI ooJ''(J nmt l.e in plJcio )"j'cn """"11 9 thie tlu>>. .,7-3'-11 ,7.5-11 ' 1'.;;'.11 , J I 7.00 tl.t1.3' IJ.6-0 I. 6-0-5 19.6.5 . 1_5_11 27-0-0 '1-6-11 4 -7.00 I 5' 3 8.2-14 :Ql-4-6 J.4 ~nJ-' r, II.n.1I O-}ll IM., ..d.l~2.12 I '_II.N II-}ll 1M. ~ IJ.II.K "'./1.11 6 7 K' 9 4.6.K 15-9.4 10 11_2_12 27-11.11 11_2_11 II.l.12 Truswal System. Plate. are 20 ga. unleea .hown by "18"(18 ga.) or "UNCI' ga.), po.it1oned per Joint Report. Circled plat.. and false frame ~late. are poeitioned .s .hown above. WARNING Rend 011 notlS Ollt"ts s""t mid glv, 0 cop.v of It to t", Ertcting Contractor. T1W: du1&A b rOl &Q'IncI~ 'n~lId1n& c.ompexwu. II tw bu4 !wed on speeltkadoru pi-ovrded by lbc ~poncnl tn3nurOlcfUrer Ind done hl acconbnec willi Ulo CUITCtll vcnionl of TPI and AFM dul&n It:ltubnb:. No rur:lhmry II wume.d rot dlmuu:kml DeC\lr~. 01mcndons ara 10 ht vcrlnd by lb. ~mponcnl m=u(;acN~r llD4Iar b\lll&& dulr.nct prlur 10 fOlbrlc;a1 . 11I.llulldlnr; dulJn" ItI3U w;ecltlln lh:Il the lo:ldl ullJ1ud on lhb dullA mea or ucu4 01. 1c=6lnJ, lmpca&d by th4 IocII bulldlnJ code. II II wusmd Nllhc lop chord II bk.r..1Jy bmud by Ibo rool or I100r lhalhlnl wi dIa bonom chord b bUmly.raced .1. rilld dJcrthln& m.:Jlcri:d clircdly :llI.Xbcd. unlcu ochuwin lUlled. Ot:lcln& Jhovm b Cot blcr.ll suppon 01 compmcnu mcm!Ic.n 0DJy 10 ,tduu hck11na knclh. Tbb compuncnI ~lI QIlI be pb<<d lr& Ally.. . ", .,:" _., lh:d win CUlIC Iht. mnbturt conJUd of ch. wood U"" 19110 IndJDt ens.. ~ pl;d' cum..a. l';:&brble, h=dk. lnsbJJ:m1ll br:.cc lhb l~ In KCDI'd:&ncc with d\4 raUuwIna Ibftlbnb; "TRUSCOM MANUAl:, .y Trusw.al. 'uu^,.rry C:UJIO"KOI. X"r^NU^ltIl IIOR Mlrr^I.11..ATU C:rJNNI!t:rI!D WOOD 11l1JS.'C1!.s' . (QST.kIl), 'IIANDUNO 'NSTAlJJNO ANO ORAC.1NCI MUTAI.I'lATU l"ONNI!C.Tt!D WOnOTRUs.~p_~'. (11111.91) IInd '11I().91 .'mMM^RY simer .yTPI. Tb. TNU I'b!c IDdIN1c (rl'l) b Ioc:ded tit .\v" O'f>nul'rIo Drive. M:llllsm. WU;CIlN1n .\3719. The Alno:rie:an PURll anllll....pcr AuocbJlun (APPA) b Ioc:lled AII1.."OConncdlcUl Aw., NW. Slc~III, W;csbln;IOR, DC~"06. . DIWI!': CUUU t ZJ t Yij-UU~ 1hls &:..1"" booed Ol d-oro ~'U _liod ""'" tl-c rollo.drg od-edUe: n&X O.C. fton to OC 120.0" 0- 5~ 8 11- S. a urLlfT .\u..... ....(5) : iA...HXXt 1 -11311 "-HCrt 2 -2560 "-HCrt 3 -1870 4 9.1-2 iHII' J.4 :q)-4-6 OVER 3 suPPORTS ~.~ o;~?s!~k!~~t; E~; , Tel: 541-461-0660 ' Fax: 541-666-5666 'IllF' CbJc, O.gnrl , TC Liv. TC D...d BC Live Be DoAd. TOTAL 14,7 WI 4931 cu. taNIr Name J wn:CllERT DurP.o. L.1.1S J R.p Mbr Bnd 1.15 o.c.Sp~o1ng 1, ( D..ign Sp.o UBC D.Ul Ratio: 1/240 1C #LC . . 12 25,0 p.f 7.0 pat .0 paE 10.0 pot' 42,0 p.f Job..Name: WIECHERT = snE R;O'D '06 5.50. l.SO" 1463 5.50" 1.5&" 1638 5.50. 1.50. 1m .1 2 J X-LCC 0- 2-1.2 11- 2-12 31- 9- .. 1C RRE AX!. IN> csr A 1 -740 .00 .43 .43 2 2U .01 .0 .44 J 274 .04 .2. .21 4 -.... .00 .2. .27 . -614 .00 .0 .n . -.91 .01 .54 .54 7 -721 .00 ..7 ..7 . -... .10 ..7 .97 Ie 'RRE AX!. IN> csr' 1 .4. .10 .42 .SI 2 J;S ,00 .42 .42 J SO. ,04 .22 .J' 4 ..2 ,06 .22 .)7 5 441 .05 ,49 .55 . .71 .09 ..7 .n >Ell Fau: csr >Ell KIn: 2-11 '.-711 .22 6-13 ' 194 4-11 '.,!H .17 6-14 -381 4-12 '. 593 .24 8-14 )21 5-12 .-)77 .21 8-15 -1358 5-U ~ 215 .09 - a:Fw:nCN 1;r.'1) : L/723 IN '"" 10- ,1LM:1 u. -.11" 0. -.1.2" ,... -.29" ,.WC rEFL.EJ:'I'IW ((;:;1:1'1:.) : [/395 m,.EM 15-16 1LM:) "" .18" 0- .1.2" 'r- . .J1" - Jolrt: l.ccar.icn> - 10.-0-0 ")8-0-0 2 6- 4- 8 10 0- 0- 0 3 9.: 5- '7 11 u- 2-1.2 4. 11- 2-12 12 13- 6- 0 5 16- 0- 0 13 19-11-15 6 22- 0- 0 14 26- 6- a '7 28- 6-" ,15 31-'-" a 29- 9-11 16 lB- 0- 0 T\'I'ICAI. I'LATE 1.5-3 ~ MOSHOFSKY .........'" "" TRUSS rn)"N~~:::rD,:-&~;prta,.. co ImOl TpS.o V.r.iou 06.05.99 Truss 10: 49310 1 ' QtY: TC 2KiI tFL tl1 B: .2x.to:LlI1 1-aJ 2x4 tFL 8IN'UlR) 1HIS tESICN IS 'DE ..... ~......:. RE&IZ CF ,.u..:n:RE l.CW) o.srn. ~ RSJ,.~ .:.....i. ah::w1 U1lI based CN[)/ 01 tho tnIs8 aat<:rUl at oadllrarim. RJ.n: IOlI.1ES 1m lCB:l'PESiMJI REKIll'"uwn. ~ fer 10 fSF ._. ~___....:.:. JDL. l.ccar.icn of 1r1:crlcr be,arirgD oInAld bo clearly marbd en ead1 t%uu. tnlnogO ItU8t bo ,PtMdOd to "'-'Cdd p:ndh". a 1m ca1:Jnnll) 1xcral1<m 1racirg' (aB). . ~ luilcd w/2-1Od, lo::at.cd la.- u::J.IOLl ~1'O.t:O. CR lX4 'T' knee nailed fiX to ~ of .,.,eb wI 8d at 8- o,c:, m a ec:ab (GaM as \o.d:J) miled to face of o.,.eb w/l~ at 8- o,c, If 2 ~ ~. ~tach 'T" to b::th ed:1es c:r &Cab to li:th fi/lCrS. If 3 cr nrre iU"'e ~" \lJf::J an. 'T' CIl' oc:ab hllfL bo 90% of w:h l~, an:! 2Jdj' if ....eb jo :> 14'.0., Q.B <bo'9" !.o I=" luildlrq <bol9<=. Irt:ericr ~ c:r t......r--..r' ~ nuot: be In = W"", eri:ctirQ this tiuss. IUa'INJ rn rnEnI I.1J.HA WIllES. M- , O~~?a!~k!g:~~~:E~; Tel: 541-'161.:0880 Fax: 541.680-5868 CSl ,m .,. .15 ..s , 6.4.N 6-4-8 4.111.4 11-2.11 Ji:_n.fl 2 3 I 7.00 4.?4 16-11-11 6.II.lI 22-0.11 iC.'I.I\ '5 '6 7.1).11 29-9-11 If-l'.-'' 7 H .7.00 I N-2..!; 38-11-0 , 1 4' " 9.~-6 ~~ 3-4 S.3-~ 1.5-4~ 3~4~':S':i3 ~.q. ,.. 11_n_n ::c: 0.4.6 5-5 r 2. 0.~8 I~ ~J*P 11.i13F ~ !l.0.8 '''../1.n 6.0.11 11."\_"1 10 II 11 IJ 14 15 ~.6.9 ~.2.12 26-6.8. : .'31.9-4 16 6.2_12 38-0.0 11.2.12 11-2.11 N.Y_] 19.11.15 ' Truswal Sy.tems Plates are 20 ga. unlos. shown by -18-(18 ga.) or -H-(16 ga,). positioned per Joint Report. Circled plates and false trame olatee are Dositioned .s shown above. WARNiNG Read nil ;,oles 011 llIis sheel nlld give II copy of il 10 Ihe Erect/llg COlllrnclor. Tbb cledp b (ot IlD IncIMcIu:ll bullcllna campana". II Iw been !wed llrllpeclJlcuicxu prwfdecl by the ~ m:mUracfUrcr and d~tl In aecord:mc.awbh chac:urrml vcnloN o(TPI ud AFPA ciullA mncbnh. No ruporu:ibililyb auumed ror 1limau:ian:.I:iccuracy. Dlmenlloru: an. to ba verir~ b1lha COl;nponcnl m:lnUrKNrcr ancIIot nlldlna clc.EiJoer priat 10 M,rk:ltioa. The bul&dlna dClIpu ch:r.U ascuulD ~ lhc Ia:ada uliIlud 011 thll c1aIZh mea or acucllht bdlna Impaled by Ibc loc:ll buiW'1lll eock. II II :wumed ~ !be lop cbord II bkr.aUy br:lUd by Ibc root or floor ~thln& llncl1h& bortGm chord b blenJly bt3<<d by a rfabllbclhln& m:ueri:tl clhw:1y lInxbed, unlw olbeJWila aoled, Dnc:inZ dwJvm b (or bleDl I\Ippon 01 compcIWIU mcmkn only: 10 redu~ bud:JlnZIeaZth. Tbll tolnponem Ih:illlllll be pbced In:tlly enviroorllUlllh:1l wiD ausalhc mobrure conleel o(!he wood ucud 19" an410r cline cmnwOl' pble cOl'luloa, r:abrlc::alc, ~dle,!rubU:I.l\cI brxc Itlb Inw In :ICCl1l'1bnu with thc 10llowinZ ltancbrda: 'TRUSCOM MANUAL', by Tnuw;d, 'OIlAIJTY CONTROl. nANDARO POR MCTAl.11.J\Tl! CONNHCTl!D WOOD TRUS.IljP..ll' . (OST.h). '1lANDUNO INSTAWNO AND DRAClNn MlrrAI_11.ATIlCONNl!CTI!D WOCJDTRUSol\I!.S'. (l1I11.01):and 'IIID.OI SIJMMARY SIIE!eT' by TPI, ThI Tnw rbl.IAlllMo CTPO II kckd....\)Q D'C)nn(r1a Oriw, MlId!lIIQ, WbtnlUb:I.\"19,. The AmcrlclD I'lrral unci I".lper Auocbdm (AFPA) II IDc:ucd OII1.~CClMeClIaII Ave, HW, SiC ~fII, W:odIIn;IM, OC2lll.'\6, 2 Orwg: <':00011.:5 1 Y l;J-00'1 1'1\10 chlJ9) lxwed 0'1 c:h:rd lracirrJ ilft>l1ed P=1" t.I:n rol1cwiJ'O ud~e:: nox o.c. Uon to a: 120.0- O. S. 8 ll- S- 8 UfLIFr ll>J>CnCN(S) : <qport 1 -152U <qport 2 -269/1 ......:at) -11700 nliB tiusa is cloo~ ""Irq tho ux: ax;,. BJ.c:g Eh::lccec1 . Yes, a-d 1.I:n':l . l'b Ilriic=>e/<>=n LIne - N> . "'" """"""" - C . BJ.c:g U:n:::Jth. 50.DOfe. Blc%J \oIid::h .- 2b.OOft., tok=ol:n :roX ~. 12.aSft.. Mat. ao Clasaifi.cati.ci:t.. 1. Dead Lead. 17.0 psf 'Piggy-Back Bottom Attach piggy-back top with Ix6 on BOTI1 faccs with 8d nails @ 6" O.C. in U,C top and bOllom chords. . -4x2 continuous l~lcrnl column bracing attachcd with two (2) 10d nails in each member where indicated by (~ ). Brace 9' malcrial pcr building dcsigncr. ,. / 1().(-11I SIIII' 3.4 .:::::,. ::c: 0.4-6 __ I~ OVER. 3 SUPPORTS TBYI Chk. Dagnrl TC Live TC De..d Be Live Be De..d 114.7 WOI "931 #LC. 19 25,0 p.t 7.0 p.f .0 p.f 10.0 plllf cu. t.cmer Nau-. I WIECllERT DurVa.a. L-1.15 p Rep Hbr End 1.!S O,C,Spaaing 2- 0 Dell ign Spea UBC ~ Jb.t.1o: U240 Te: TOTAL i2.0 pof - ---- - lob.Name: WIECHERT IRJ X.\D: = SI2E REl)'O 'lC "'" m.. Pl .1 0- 2-12 SO 5.50. 1.50. 0:: "'" m.. Pl 2 10- 3- 8 2..5 5.50. 1.5'. "'" '"", DiL !11>m\lOO ) Jl- 9- .. 1fi68 5.50. 1.SO. 'IHIS rESI<N IS 'lIE .......oAQuCO RESlU CF M.U"IKE u:w> O\SES. 'lC RR:E m. IN) Cll [E1.JUN'J RElJ.r~ -au.. sh::w1 ;;are }used OL'i . 1 -'115 .00 .34 .34 a> tho ""- ~ a!; ooch b=irg. . 2 m .02 .34 .37 IU.:lE = IDl ICIlJ ~ mmr #1607. ) )71 .06 .)5 .41 l..ceCed. fa: 10 !SF ._. _~ B::lL. 4 -'fiti' .00 .)5 ,)' 1=tia1 of irt=icr ~ oh:uld be 5 -663 .00 ,43 .43 cleoarly narked en ea::h tNu. . -720 .01 .54 .55 ll<alnago m.>st be pro:w1ded to ...cld p:rdlrg. , 7 -760 .00 ..7 ..7 . -,,& .1. ..7 .on B: RR:E l\XL IN) "'1' 1 547 .08 .)) .41 2 )41 .00 .)) .)) ) ..2 .04 .)1 .). 4 ,,>, .06 .31 .)7 S 454 .05 .49 .55 . .71 .09 ..7 .77 ml = "'I 2-11 -656 .30 4-11 -ill4 .1& 4-12 745 .31 5-12 251'.12 5-13 144 .m "'" I:EnB:TlCN l-u , 1/962 IN ~EM lo-ll IUIoEI ~ -.12- 0- -.08. "I\o -.20" )we I:EnB:TlCN l=tl , 1/)'" IN ~EM 15-1' IUIoEI ~ .18" 0- .12" "I\o .J1N -= fi-lJ . 200 fi-14 -4U 8-14 349 8-15 -D89 __ Jo.irt ~crs _ 1 0- 0- 0 9 38- 0-' 0 2 .5- 5-lJ 10 0- 0- 0 J 9-5-7 II 10-3-8 .. 10":3-812 1)-6-0 5 1&- 0- 0 13 19-U-lS 622,,0-0142&-&-8 7 28- &- 9 1.5 )1- 9- 4 8 2!f~ !r-l:l 1& 38- 0- 0 'TYI'ICAI. PLATE 1.5.3 .' ~ MOSHOFSKY ~'/'-'JTRUSS TN.....I $yll.... c...nd. U~j ".nLpotlr; Dr.. C... S"u.l" CO ~ . TpS:.o V.niOD 06.05.99 "'I .08 .)2 .15 ..7 It;-~..~ 5.5-13 4.9.11 10.J.H 1'<_0.0 2 J 4 ~ . 1 , ' 9.'1-6 'J'4~ 'c;?1'I... ,\ 1.lklhJ) :r U.4.6 U-~K I I"kl\ :I;~:):~O I 10 IO.J.8 1O.3-H Truss 10: 493102 QtY: 1JoI ca-t.inOJrll ~l w:n b::tcirg (aD). ~ l'Ill1.lccl ",/2-100, lcxat.ed fer t::q..al. OC91I2'U. 01 1x4 "l'" Ix= n>iJ,d fJaJ; to c<\;Io of wb ' "'I ad aI: 8. O.C. at a Delh (snu aa "'t:bl rolled to face of -..eb w/10:1 at 8N o.C. If 2 ;;are ~. ~tad\ wI'" to Ix1:h e4Jeo cr uc::.b to td:l\ baD. If) cr tren2 are ~., use as. ITI cr scab oust be 90% of W:b .les'gth, ar:d 2>di if ~ is ,. 14'-0". as. cloo>en io per b.JUdirg cloo~. In:.cri.c:r~crl:a1~~tnJ8t be in pj.o, befae _;.xm, this ""-. R.ATmJ llAsED CN CHEN lD&A VN.I.E9. 'M, O;2?e[;k~~~:;9(~; " Tel: S41-461.()880 ' , Fax: '41,688-5868 ~.8.8 '16-11-11 6.11.11 21.0.0 "".0_0 '5 '6 '.9.11 29.9-11 [<.l\_n 7 H . -7.00 I 5-S 5-S Drwg:COOUl ZJ I ytl-UU~ 1hiD d=atg, ba.r.M:d en chrd lraciru ~:p1ied 1)0::1"" tla (allcwlru uc.h:d...ual - nwe. o.c.!ran to oc 120.0" 0- 5- a . 10- 6- 4 UR...IIT ~...u.....lsl : a.wcrt 1 -14511 "H'O't 2 -nDP' "H'O't J - U 7511 '!his tiuss is .rsigt=l uslrq tho lB:: Oxlo. Blcg Eh::1c::oed . Yea, nrl ~ . tb ~/Ocean J..In, . No , _ c:::.t<gxy . C 81"" L<mth. so.oolt, Bl"" ~ .- 2b.OOft, Mooa1 ro::it heigt-c. 12 .8Sft, MAl. 80 Cl.aaeificaticil. 1. I:e:ad lJ:Dd - 1"1.0 pill 1 'Piggy-Back BOllom Allach piggy-back lop wilh Ix 6 on BOTH faces wilh 8d nails@ 6" O.C. in the top and bollom chords. '4x2 continuous laleral column bracing attached wilh two (2) IOd nails in each member where indicaled by (tt-). Brace 9' material per building designer. 8.2-5. JK.O.O 111-(.11) SIIII' :r U-4-6 _ ~ 11.11_11 11.Ii'i.K -l 13.II-K I~ W.f1.fl 11 1J 14 15 16 9-8.7 J lI_ii_9 S.2_12 (i.2-12 19.11.15 26.6.8, .. , JI.9.4 J8.0-0 II OVER' 3 SUPPORTS TaP, Chk. D.gnrl TC Liv. 114.' TC De..d Be Liv. Be D.ad TOTAL /\ aLe. 19 25.0 p.f 7.0 pllt .0 p.t 10.0 p.t 42.0 p.f WO. 4931 CU.ta:r.er N&JM I WIECll&RT DurP..o. L-1.15 P, R.p Hbr Bnd 1.15 O.C.Spaoing 2-_ O. D..ign Spoc UBC r:en Ratio: 1/240 1t:: Tru.wal By.tem. plate. are 20 ga. unle.. uhown by "121"(16 ga.) or "H.(1fi ga.). po.itionod' per Joint Report. Circled plateu and faluc frame plate. are po.itioned as .hown above. WARNING R.ad al1l1oles olllhis sll"1 alld give a copy of ilia III. Ereclillg COlllraclor, Thb dullft II for lln lnd1vld1W bulldlne COfI\punaI. II h:a; hccIIlwcd QIl lpeclnCllloca pn....wed h1 chr. compoQent m:murXlurer IU1d done in llccord:.ra"wbb 1M c:urrtnl Yenluru ulTrl:.Ad ^FI'^ tkllrft ltll\ltonb. Na rupcwlhllllybauumn fPl' ditnCAlion:d l1cc:ur.oe:y. Dimensluru lire 10 hoS vutrin h1 !he ea~ m:UlUr:acnlret rand/PI' bulld1n& wiener prior to rabric:1llaa. The bulldln& du~ner WU ucatlin = !he kccb utilize" OQ Ihll daleD mut or exceed the. &a:ldble bnpexn by ilia local buUd1n& code. II b :wwned WIllie lop chord b b!eDlly brxcd h1 Ibe roo( or floor dlalhin& :wi! thc. booom chord II blmUy bneed by. rlald lbclhinc m:dcrbl dlreccly :Irbd1ed, wlc.u ochcrwb. DOle". IIrxinl dlOwu U fat bleDl lUPpon of compancnu: mcmbus Clllly to rcduu InsctJ1aa Icnclb. Tbb ec.mpoI\eIU 1h:l1l1UII1lt pbud In MY envlruament dial will CIUJO lb. moUlurc corutnl oIlhc wood c&cu.d 19" lAd/or OWC COMtdar pblc r.:nrn-laa. P:du1Cllc. h:lndk. IlubD Md br.JU IIlb It\IlIlrll1tcUr1WlcC wbh lbe rulluwlnl lcmd:nw: "TR.USCOM MANU^L'. by Tnuw:al. 'OU^lrrV c..'ONTROI.n'ANO^KD POR MUT^I.I'I.ATIJ CONNI!{:rt!I) WOOD TRIJ.lO.'tn.t.. COST'h), 'II^NDUNO INST^IJJNO AND IUlM.1NlJ MlrrAI.I".A'rft cONNncrc:n WOOD TRUS.'U!.IIl' . (11111.91) UI'" 'IIIn.91 ,l;IJMMARY SIII!E'r by Trl. Tho Tnw rbI.lnsllNl' (TI'I) b locdo:d 1II.\)(.1 U.(JI\1I1..... nrfw:, M:II!1rM. WlsQIIlIIn .\.1719. The Am.:rba r'ur~ OII1d '~.orcr Auncbdm (APPA) b Iuc:l,lId 1lI11~1 t:rcw:Cllcul ^ve. NW. ~lol ~m. W:ubin;I.II1. l)(:ln1.16. ; 'Jop:Nam~: WIECHERT Truss ID: 493 j 03 Qry: m;:;' x-tJ:C JS.CI' SIZE REQ'O TC ~ [FL Itl 1 o~ 2-U IS09 5.50" 1.61. a: :2xlI rr-L III .2 Jl- ,.... 204& 5.50. 1.8S. w::B . '2:1<4 o:L S'rJlNl\RD w:D'E 2xG [f1, Q 2 1HIS tESIa{ IS 'JlE COUtBrJE JmU CF MJ:nRE I.t1\n C'"ACE3.. w.rl.uu 1Q:.UJ~<I:I'I:m.:l rilCW1 an. b:wuJ UI.Y al tho I:z\wD n<oterJU AI; """h ~? RJa'E VAI.J.:ES rot lac RESEM:H 111607. 1Dadcd. fer 10 PSF n:n-a:nurreri: B:IL. lhlroao In.lSl: b. =Mdod to avald JXnllra. ~ B.b.Sm CN l:HEN llM3ER \IN..US. - . '1\:= 1 -4]47 2 -4()fJ5 J -)!I,i~ ... -34l'il 5 -14Q5 Ii -mo 7 -1160 a -~" 9:= 1 )~l) 2 3547 ) 15104 . U06 S Ul 6 670 \n R:R:E CS1 2-11 . )44 .14 4-11 17S .08 4-12 '-5)1 .13 5-12 :'2360 1.00 5-13 -823 .41 m- .18 .10 .1' .10 .02 .OJ .01 .10 rN) .21 .~ .27 ..8 .54 .58 .87 .87 Cll, .1> ,r.#; .41 .58 .56 .00 .88 .... "" ""tin"",,, laten1 .." t...dr(} laDl. ~ l'lkilcd w/2.l(d, lcalt.cd far uJJoal Ge(J1"ata. at lx4 .''{''. I.%ac.e Iu.ilod floI.t. to edJe of w:b . w/ 6d oat S" o.c. en a cc;.h (oarn ;u) ~)) rniled to fate of 'f-d) w/11);) o.t. a" a.c. If 2 arts nqJiru'J. at.t.old, "'1'"' to lx..th t:t"1,pJ cr uc:.JJ to lxt.h f~. 1f) 0.." tlrzb aUI r~.. uoo an. "I'" cr saW nUlJt 1:lJ 90\' of Wtb l~. ;o:l ~ if \o<ooeb is > 14'-0", aB ''''''9'' a per billdlre doo1,...,... . . + + + + + + + + + + + + + + + + + + + + tl"n-5tn.ined h%iz. lL chflectiOl. .29 in. . + + + + + + + + + + + + + + + + + + + + + ~-5-13 4.9.11 :'i~H_K 6.11.11 '_9_11 5-5.IJ' 10.J.8 . 16-0.0 12-0-0 29.9-1 t 11\.0.0 ';.0.0 L"_n__ll I 2 J 4 '5 '6 7 8 I 7.00 -7.00 I 7-10 5.7 "'''=0<1"",,1, l/S64 ill "EM lo-ll (I..I\EI L- -,n" p. -.2'" T- -.&5" Mr\X lEUl:TIal (Cil:I"t:) : 1/.08 IN >Ell 15-" I"""') L- .18" [:. .U..,.... ,JO" -- JoJn:. Lo::at.iO"d - 1 0- 0- 0 9)8- 0- 0 2 5';; 5-1) 10 ().o 0- 0 ] 9-5-7 U 10-3-8 .. 1()" 1. a 12 l)- 6- 0 5 16- 0- 0 13 19-U';1S 9.".6 , 22- 0- 0 14 26- 6_ a 0 , 28- 6- 9 15 31- 9- .. a 29- 9-11 16 Ja- 0- 0 AY.L B'{) CSI .62 .22 .84' .56 .22 ,78 .29 .21 .SO .11 .33 .44 .05 .SO .55 .09 .6' .71 ~ FtR:E CSt &-13 709 .31 6-14 -869 .67 8-14 620 .27 8-15 -1826 .8a ~ MOSHOFSKY ''"'' "'-/ "'-/1 TRUSS r ~ Ir;'H~:'t:::r"'I;,~.(~..'i:'$,Ii.I" 1:11 ~ TpS.o V.r.ion 06.05.99 :J:: 11-4-6 0-~8 \~ [ 6.II_n 11."'.11 ..001 I {.fI.W: I -....00 1].0.8 1~_n.n 10 II 12 IJ , 14 6.6_. J ~-2-t2 26.6.8. ... ,J 1.9-4 15 In.J-M 10.J.8 9.M-7 J 19.11.\5, Tru.w.l Systems Plates aro 20 ga." unless shown by "lS"(18 ga.) or "H"(16 ga.), positionod per Joint Report. Circled platoD and faloe frame ~late. are p08itioned .. shown abovo. WARNING Rend nlll/oleso/llllIs slleel nlld give n copy ofillollle Ereclil/g Cmllrnclor. nil dul&n II rot Ita ln6ivldu::d buUdln& compClrlcnl. 111\:11 becn b:uld on ~pc:.drlC:llI.wu p,oJdd .f the compclDcnI rronllr~um :and dlll\~ In :)"OId:ulU wllh lb. C\llTtal \'mlUl\l of T11s.nd ArPA lIu1,n Il:and:lrlh. No Rlpcwlblliry 11 DmImc.d for IUmemlon:d =Il;:c:\lncy. Dlmen&locu arc 10 be. vitrified by tha ~ponenl awlulacturu ~or \lu1ldln& dui;ncr pria, IG bbriallDu, The bu1ldhlC da!&nu WU uc.c.n;.1n I!laI ~ kudJ wlllud Ila dill 4uIan meet or u.cud lb, b6ltla1mpOlCII by the Wal bulldtna coda. II b lWumcd ~llhc lop chocd is btu2IJy Itr.ao:d by the root or noor dU:llblnE an4 lhI boaom chord b blc.nUy llrxcd by II ri&1d d1cchlnt ~rbl 6ltuUy IIlbd1ed, wku Ulhuwbc "'*". DJ;1C'inc dmwo b fdl' blcQl luppon of e.ampana\CJ IlICmbetl Ilaly to reduce WckJInc knath. Thb COlllpancnl dl:all DOl "' pbed In:any eavlrnnmall th:d ...w c::nIU 1M maktur. c.nntmI at the woud uccccll9" :aMlor QlD:I ConaCCl_ pbto curn_iIlQ. Il:ibricdc. h:mdk. mtaU;end "1"'''- Oab Inw: In :acc.anIancc w11b lhc fuJluwlua It:uubnb: 'TRIJM:r)M"MANIIA'.'. by Tr\IJW'oIl. 'fJIJA'.rrY r'fIHTIHII..'n'ANIJAlm 1'0M MHTA'.I'J-^TII f~JNNI!I:rr!J)W(jou 'J1(11.'t....U.".. (Qsr.IQl;). 'IIANUUNflINS'rAlJJNtJ MllJ IIRAc:nfU MlrrAI.11.ATU tXlNNI!LTI!I)W{)UO TMlJ.'t."I!."'. (11111")1) PAd '11In.VI SUMMARY slII!lrr b)'TI'J. n. Tnw I'bl. bwbw (n'l) Is Iuc:Itcd III ~ D.'Unnl'ria Drive. Madlallll, Wl&UlrUbI.\:J119. 1bc Amutc:ua "orulud l':Ip" Auocbtlon (AFPA) Is locllled kI 11.'00 Conncdkvl Ave, NIN. Sit ,"I. W:u.!lin&laA. DC :!lJU6. Orwg: COOO t lJ t 'i 8-006 Ul1.lFT ID.c;nCN(sl : u...t:p:a-t:.l -)2"'11 oq{Xrt 2 -122'" 1hi.lJ tiuoa 10 cUJign:d uoiJ'lJ tJ-.:: = Oxh. Dlcg D-c:l.o:Jtd . YeD. 1:h] 70-':: . l'b 111rii~/a:uan LiJ.., . l'b . El<p C:I.C~py . c 1lId;J L<mth. SO.DOft, BlA.l Wid:l,. 20 ' DOft, M2n ro:if h:;igtc. 12.8Sft. Mm. 80 c.-ific:atici1. 1. ~ U:ad. 17.0 paf .Piggy-Back BOllOm AlIach piggy-back lOp with 1,,6 on BOTH faces wilh Rd nails @ 6" O.C. in Ihe top and bOllom chords. ' '4x2 continuous lateral column bracing attached WiUI two (2) I Od nails in each member where indicated by (*). Brace material per building designer. M.2.5 J8.0-0 ~,! "~~oshofskY Truss Co. ", Box 2809 Eugene, OR 97402 !Ii' Te': 541-461-0880 " Fa" 541-688-5868 ; 10.6.10 SIIII' :I: 0-4~6 _ _ EG II ) N5.,,~J .("yw.l~ < I~ \6 6.2_12 J8-0-0 r, I ~A>res. _1ft/.31/200' , 5/ 2/00 Soal., 1/8'. TOP. 105.3 Chk. O.gnr. TC LiVe TC D.ad Be Liv. BC Dead . WOI ..U31 CU.tanar. Name I fiLe. 13 25.0 pel 7.0 p.l .0 pllll 10.0 pd: 42..0 pllll wn:c:m:aT PurPaoe L-1.15 p.] R.p Hbr Bnd 1.15 O.C.Sp"oing 2- 0_ D.e1gu Sp.o UBC O:fl JQtio: 1/240 'l'C1 1 . TOTl\L Job 'Name: WIECHERT ~. X-1!X: IDCr St2E MQ'O . tI- 2-12 1782 5.50" 1.90" 2 17- ,- " 17&2 5.50" 1.!rO" '" KKE !.XL BO "'1 1-2 -4113 .2) .ll ,5< 2'-) -SJSo!i ." .)7 .n l-4 -52511 .45 .J) ,77 ,.5 -U;(h ,22 ... ,82 I 5.. -2047 '.08 .5) ." . '-7 -2222 .12 .54 ... ~'.e -2261 .OS .74 .8. a';!iI -2551 .06 .74 .80 a: KKE 101.1. BO en 1()..11 SO" ,11 ,2. .., u-)) .sa .., .15 .,. )).1] 2567 .42 .21 ,6) 1)-14 ISoa6 .17 ,37 .S) 14-15 210'7 .18 .50 .68 Iffi IUO: CSI >rn KKE CSl 2-11 -224 . .m 6-13 677 ,). 4-11 . "SCll .22 6-14 -ll} .0' 4-}2 ..HI!; .1. 8-14 -'72 ,,, 5-]2 )"26 .77 Sl.OU.. -1282 ,so Sell -780 .)8 MJ\l('mUcrlm 1~1 , 1/874 nl J.B-I 12-1 {lJ\{;} 1.- ",52" Pa -,15"'" -.87" --- .JoiJ..:. lL:Cd:ia"'O -- 1 0- 0- 0 S 38- 0- 0 .2 6- 1-14 10 0- ()- 0 ) ,- 5- 7 11 7- (- 1 " 11- 0-15 12 1)- 6- 0 5 16- 0- 0 13 19-11-14 , 22- 0- 0 14 26- 6- a 7 23- 6- 9 15 38- 0- 0 a 29- 5'- 1 ~ MOSHOFSKY ',~ "'J' ~I TRUSS rrr);1~~::::'t.if~l.P..'k'Sprlll'l. (:0 .-rm Tp5.0 V.r.!cn" T6.1.5 1 Orwl!: C000263146-001 1C 2lc4 tFL l' rc 2<ll tFL 1. 2x6 IFL.2 10-12 \oaJ 2m [F1, SIrN:NI) 2m tfL CI:lBIR 12-5 . SLlIER ~ [fL 'U1 Patirg """" : mlI/l'PT - 1995 'JHI.9 lESIrn IS 'IlE crMR:SI'JE RES..IJl" CF I-u.:n:H:E IJ:::N)~. fDJIDD REOJIREI"aflS ah:w1 ar'D baed alX ~~~~~. lUTIItl BASED 01 am< W13ER VAlll!l. - Truss'lD: 526104 Otv: ~ ll=<<8 tI-a ~ for b::=l lz>drg ~ at ea:h 1000tIcn oh>on. lool:enl Ir.o<::lTg -.. WUdlIn:JWo ~ <r x-lza:irg .... tI-a nqxndb!llty cCth. b.illdIrg doGl<o=. Ttus.al"""""'" mra:- IT _ be ....r fa- ardn=s lat=U ~ al tn...... ~)4" co. Al~i~.J,.... ooa1:::u cr 'r-bta:m as s1n.n en .........:0 sbrdud dot.ail.o. RJaE VAI.1E9 lER ICBJ RESD.R:H fa:XRJ' It1607. l.t:D::Zd fer 10 mF ._. _~ 9:IL. + + + + + + + + + + + + + + + + .t. + + + + ~ h:rl.. 1L doflod:l=. .)1 In. . + + +. + + + + + + + + + + + + + + + + +.+ ~ II O:~~~:~K~~~; 9S~; I V J Fax: 541-688-5868 ~-I.I. ' 4.11.1 4.II.r ~-Il-Il J-9.] , . )1.1.1] 6-1-14 11-0-15 16-0-0 22-0-0 29-9-3 .38.0-0 1I:.n.n I<.o.n l^-Q-II 1 J. '4 '5 '6 7 8 ~ -7.00 I 6.111 S.6 9.8-S 3jj5-4 5-1 :J:: 0.4-5 O.~S I~ 4.001 .i,I..k 11.".~ I -4.00 13.0.S 1st.n.n III '11 11 13 14 IS J I-S.H 3S.0-0 7.4.7 7.4-7 (1.1.1) 13-6-0 6-5-14 I 19-1I.\~ 6.6.10 '1~.H_ Truswal Sy.toma Plates are 20 ga. unlo.s shown by -18-(18 ga.l or .1{. (16 ga.) I positioned per Joint Report. Ciroled plate. and false frame 1;'latt!ls are noeil:ioned as. shown .bove. WAiUV1JVG R.ad all nollS on Ihls"s;,..1 and gl.. a copy of 1110 Ih. Erlcfing COlllraClor. Tbk d&tlp b 101 aD la.dMdu.aJ bu1Jd1na comJHlG"ll. h baa bCCD wed co .pcdncalkN prvvldu .y lb. &:Ompmed maau(llCNrct IUId daM In ~ wbh !hi Rlrrct:ll VIU1I, kN 01 TPI Md ArPA dulaa .lol;albnLI. NUrl~e~I1lU1l11a ...lImed rut clhncna:lm:al accvr.aq. Dhncu.1un& Rrlllu bll ycrtncd by dw ~pcncAflnOlDvtacn&rct MdJOl bulld1n1 dplpct prlut &0 todl Tbc bulldlna Ibl&nct ,bolD uUl1:I.bI U\;d m.lw41 ucUh.;d WI dill dcalp InCd ot u.cud Iba bdbla 1m~ bylhf local buII41n& cocU. II .. uaumcd th?I ~ &of' dwd It bknUyllr2WI lIylh4 tool ot Ooot ~ and IhI boaom d10rd It bsuaUy baud by. rt&ld Ibulhlna =lUbJ dltcc:lIy anadIcd. WlIw ochctwUll AOtlld. Dmln&'hawD It tot Imtal lVppon 01 CC1mr...... awJl!locn Q1Iy 10 tcdvc.c buckJInJ: Ie.na:Ih. 1bb c.ampc:mDI &haD DOlI lie pbud In In)' e.avltonmau tb:lI will CWlIl tho moisture. ~ ollhll wood aCC&d H'" an410r caUl,"CoCNCdot pb1c eomalaa. P.llrtc.k.. b:m41o. Intalllllll btaU Ihb ltUta bI acc:ord:lncc wttb 1211 taUlJ'IIt1n& .taDd;o.rdt: "11lUSCOM MANUAL'. .y TnzawaI. 'QUAUTY COHTROL STANDARD POR MBTAL PU.TO CONNOCfOD WOOD TRUSSRS' _ (QST-d), 'llANDUNO INITAWNU AND BR.AClNO MBTAL I1.J\TO CONNeCTDD WOOD TRU.!!BS' - 0110-91) IIAd 'IIIU.VI SUMMARY SIII!ET' IIYTPI. Tha Tnw ....w ItlItlna. (fl't) It 1Dcalcd.. SO O'Onofrlo Qrtv., M:ldlJon. WlJCUIIInJJlI9. 1bo Amc.rlaA l'orutAAd ~pu .....~~.~c;.PA)~It~al.~2.~~~_~..wv:...~W1OO.~uh'I~..~~.~.. ..._ .' UlLTFr IlIO\crTOl(S) , ~ 1 .)91" ouppo<t 2 -)"D 'IhIs l:iuss is doG!gn.l \l8irg tl-c w:: O:rlo. Blc:g nclcoed - Yea. Eh:i 2a'Jl! _ tb llrii=~Ct=n Lino . lb' E>op "'""""" . c 91<\:/ - SO.OOft, ii1.\i \-lld:h.- 2D.OOft. M=\ W!#.. U.&Sft, flffi. 80' , Clasaific:atici!. - 1, Dead I.a:d. 17.0 plf :I:: 0-4-5 __ I~ TBPa 105.3 Cbk, Dognr. TC U"" TC D..d Be L1 v. BC D.ad 'tOTAL ; 10.~.9 SIIII' 9/19/2000 " Ba..l.. l/B- _ l' OLe _ 10 ~S.O pet 7.0 p.! .0 p.t 1.0.0 p.t 42.0 p.t WCh 5261 / Cuflccm.r N~I \ ._~. lmCClIERT Durf&a. L-l.1S P_l.15 a.p Mbr and 1.15 O.C.Sp&o1Dg 2- 0- O. D..igu 8peo use ~ ~: 1/240 'IC': 1/240 'Piggy-Back Botlom Atlach piggy-back top with 'Ix" on BOTH faces with 8d nails @ 6" O.C. in !he lOp and botlom chords. '4x2 continuous lateral column bracing atlachcd wilh lwo (2) lOd nails in each member where indicated by (*). Brnce ~naleriul per building deSib]k' 9' !Job Name: WIECHERT *' x-t= = 512E REO'o ... " 1 0- 2-12 1782 5.50" 1.90" . (2 37- ,- 4 1782 . 5.50" 1.90" ~ = 1lXL IN) CSI .'!C r -4313 .23 .31 .54 . 2-3 -5399 .'S .37 ..3 :)-4 -5291 ..5 .32 .77 4-5 -4609 .22 .SO ..2 5-S -2047 .OS .53 .61 ,16-7 -2222 .12 .54 .S' T-S -2261 .OS .74 ..0 ... '8-' -255J. .06 .74 .SO , "~ "9:: = 1lXL IN) CSI 1!>-11 5041 .71 .20 .91 11-12 4521 .S< .15 .79 12-13 2567 ..2 .21 '.63 13-14 1985 .17 .37 .53 14-15 2107 .IS .50 .68. ; ',.,. = CSI mI FIXE CSI ,;'2-11 -228 .07 S-13 677 .30 f4-11 503 .22 6-14 -w .09 [4-12 -409 .10 8-14 -473 .29 .,5-12 3026 .77 SIlRL -1282 .50 /5-13 -780 .3. """ rutiJ:::rrCN (..,.,,) , US74 m _ 12-Ll (LIW) r- -.52. 0. -.35" T- -.87" __ Joirt: I=tiCns .:- '1 0- 0- 0 9 38- 0- 0 : 2' 6- 1-14 10 0- 0- 0 .) 9-5-' II '-4-' t4 11- 0-15 12 13- 6- 0 IS 16- 0- 0 13 19-11-14 ~6 22- 0- 0 14 26- 6- 8 : ~7 28- 6-' 15 38- 0- 0 '8 29- 9:- 3 " ~YPICAL PLATE 1. 1.5-4 L~ :1 MOSHOFSKY . :'\' ",,,"'V',TRUSS . t'UwU Sv1t.tlpl;' Colondo '. ..,,,....,,,,,0,..<:010,,.,....00"""" .. :{ Tps.o V.r.iotr. T6.1.5 ,. Truss 10: 526105 Otv: 'It: ~ IFL #1 B: '2>l;4tfl"U 2x6 IFL #2 .10-12 ~ 2JoI IH, SDN:MD 2x4 [fL mmR 12-5 5LIIER 2>01 m. 11 I'latinJ "'"" , _I/!PI - 1995 'IHIS [l;:s1CN IS 'DE .......~.......:. RESU.:I' CF Km'IHE I.O'D C1ISE9. BENUNJ ~ .:.......... sh::w1 are 1:ased. au '" tho ..,... ~ al: ead\~. lhlnaoe.- bo ~,.:...l to......nd PCirllm. R..ATIN) BASED CN U<t:k.N WHR W.I.l.E!J. - '" D=teo tho ~_ (or lal:=llr.odrg , " al:...,n l<ao<i<n oho.n. ~ "'"'"'" _ wum ircl""" dl.ccral ar x-~ ' "'" tho _-.:-_~~Hty af'"tho bUldirq cloS!=. 'ltU9o<U ~ BR1<:E-rr _ bo uee:1 far c:atin.lcus ht.etal l:%a::::iI9' Q1 ..,...... """"" 2<' =. Al~,:~;X' use scal:s at'" "r-l:riaceJ as sm..n en _ stard=i db.IJ.o. aJaE W\UE3 1m IaO RESENOI ~ 81607. ~ fer 10 tGF __. _____.:.... B:IL. ++++++++++++++++++++++ ~h:iz. 1L ~-+~"""'l" .37 in. + + + + + + + + + + + + + + + + + + + + + + Drwl!': C000346091-00Z 'IhiA d"oj"" mood '" d=d lr.odrg ...,uad per tnI c~ ~a: nmc o.c. fran to . OC 120.0. 20-11":' 0 26- 6- 8 ua.IFT ~...,.u(S) : oqp:rt 1 -3911 """""" 2 -3911 ' 'lhJ.s l:iueo is cloSlgnod ~ tho tIC Oxlo. ' B14l Ehcl.csad - Y_. >hi = - tb ~=r.u-.._,.,..,.,~-c B14l - 5O.00fl:. BlA1 Wid<h.- 20.00ft. M5;n heigtC - 12.85ft, Mm .. 80 M"'....-(f'-(..........rT'l.. 1, Dsd 1L:ad... 17.0 plf 15 ~.1.14 4.11.1 4_11_1 6.0.0 7-9,1 _ ~.2-1~ 6-1-14 11.0.15 ,16-0-0 22-0-0 29-9.3 38.0-0 , 1.<'.0.0 "'.0.0 16.0.-0 ' 1 2 J 4 '5 '6 7 8 9 I, 7.00 -::-:::l -7.00 6-10 5.6 9-8.5 2.5-4 :r: 0-4.5 0-~8 [ ~ 4.001 1.~_n_)( 11..c;...Q 10 11 12 6.1-? 13-6.0 15 Jl-<.R 38-0-0 '_4_7 7-4-7 TruBwal Sy.teme Plate. are 20 ia. unle.. .hewn by -18"(18 ga.) or -H.Cl' ga.), positioned per Jo nt Report. Circled plateD and falso frame ~late8 are ~o.itioned a. shown above. WARNING Read all notes on 'this sheet 0llJi give a copy ofu to the Erecting Contractor. This dulgn 11 Cor an In4Mdua1 bul1d1na: compCIQtnl DOIlr\l1Il)'Item. U!W been based ClQIpecilh2t1ona provided by Ih8 compCllCnl manuCacturu aad done in accordance wUh Iho CWTa1l yualanl at TPlmd APPA dealp .tandarda. No ruponslbUity Is auum.c.d Cor d1mcnslanal w::uncy. Dimwlocu an. to k vuifw! by tb6 ___- mazmCactatu an4Jor but14ina: dtalpu priot to Caltrbl1oa.. The build1a& dtaJ&nc.r mmt aseutaID Wt Chc 10ada WlIwS CIlIhIa dulp"'" "acud ille Iood!llI ~ byille JocaI bu!IdlnI code wlille paIkobr 'PPilallal. Tbo dulp........ "'" ille lop chord b bl<nIIy bnc.c4 b1 tb6 roof or Oooz Wa%hl:q and tb6 bocom chm'd b btuaDy bracc4 h7 a ri&ld lheaIhlaz ma%erla1 dlrtdJt J.ttJ.C:bc.d. unlt.u oCbuwII~ coted. Bncln& Ihownll (or btcI:al mppm1 of ~ mcmbm cm!t to rc.cfoc.a. buc:l11a& 1alJth. 1'bb c:ompcccnI dW1 noC b6'lacc4 In. 1ZJ1 cuviralmcm aw will catlI~ tho mo!atttro CCI1lG2I at lho wood to cxce.ecl19 ~ and/or CIUI6 c:oanec1or ,!ale comw1all. Pabrkate. 1w1d;1o. hutaII and ltIaC6 lh1a: tnW In. ."",d=o_1harollowln& o1wIor&, 'lOINTDI!TAlU', byT"""" 'ANSIfTPII', 'WTCA I' . Wood T.... Caoodlol_ SWl4aN Dulp Ilup",dbllid<O. 'IWIDUNO INSTAWNO AND BRAClNO MI!TAL PLATH CONNBCTIID WOOD TRUSSI!3' - (Il1B-91) wi 'HIB-Pl SIJMMAIlY SHIIllT" by m. Tbo T.... Pb10 InJ1IIut4 CTPO b 1oal:4" 513 D'_rlD Driv~ Ma4b.... W!=uIll.13119. TboAmulao POI'" wi Paper AuodatL:c (APPA) II 1oc&wI1I111110dl. Strut, HW. 5ta 100. Wuh!n&Cca. OC20036. J-8 ~ :r: 0-4-5 . _ ~ 'l'BP'. 110.7 Cbk. nagnrl TC Li vw TC ond DC Livw DC Dead rorAL 10...9 SHI!' I E~Pi~e . ~o/31120011 \j 2/11/2000 Baal.. 1/8- _ l' WOr 5415 C\atc:mor Nazner 'LC _ 10 25.0 pal 7.0 pal .0 pal 10.0 pal 42.0 pat .,.w:.~r DurYaca L-l.1S P-l.15 Rep Hbr BDd 1.15 O.C.Spa.lag' J- 0- ~ Dod.gn Spea tmC = Ratio, 1/240 '!C: 1/24' " ')obN<l.me: WIECHERT Truss ID: 493106 Qty: 1m X-1!X: """"" SIZE (<<:]J'O ,C 2x4 [l,t. nl 1 '0. 2-12 1415& 5.50" l.sa" EC . '".2:xA, m. U1 '2 30. 8-12 DOO 5.50" 1.SO" ...,. 2x4 tFl. SI>>D\I<l 'JHlS tESICN IS 1lE CI:MImnE reu..T CF TC rue;: ""- u'O Cll P.U..TIR.E 1.0'\0 o.!E3. 1 -2015 .0] .7] .71 lEARD'f:i REOJma.ens. oro..n are lxlocd UI.Y 2 -1!'i7 .04 .7] .71 01 ths Uuae ~ at eod\ =" ] -18215 .08 .50 .sa H.A1E ~ IER laD ~I #1607. . .... . .01 .47 ... L:::raib:l fer 10 F5F ...... '-~ WL. 5 .74,40 .01 ... .07 ~ oust: bo ~ to ovoId~. . 204 .0] ... .70 E>-d ~ dooigrod fer ...w. laodo y. D-dVl:rt.i.c:alatl1a!;aro~~c:r 10; fm:E ""- EN> CSt bolcw tho truu praCilo III ""Il !"'Y r.qrlno - I 1 t642 .15 ... ... . ..Hit1=al doo~ ccno~ Oei d:hOrs) 2 104. .10 ... .5' fer l.a.t.e:ra1 fczceo d.ll3 to wird cr Sei.snic ] 104. .10 .ss .65' laodo Q'\ tho b.rlldlrg. . "" .08 .5S .61 5 ]0] .0] .39 ..2 ~ Fan: CSt 2-' . -479 .22 .4-' 793 .60 4-11 .ISO .1.3 5-11 . 387 .17 \oCIlKKE 5-U -615 6-12 699 6-13 -1676 7-1) 334 1'~Y.=QlI""",I, 1/>>. ill I-al11-U (UVE) t.. -.14" 0.. -.0'''''' -.2)" --- Joirt: L:r::at.icrs _ 10-0-080-0-0 2 a.. 2-13 9 9- 8-1) J ,- S- 7 10 14- 0- 0 4 a-D-O II 19-0-0 5 22- 0- 0 12 28- J- J 6 2~-'-) 1.3 30-11- IS ., 30-11- a ~ MOSHOFSKY L',.....,..... '1 TRUSS rr:r;l~~,rur~.~.'i."spn.". co W)9Q1 , TpS:O V.r.ioD 06.05.'9 ~ 1m ca"tJJlOU ]1It~ W!.IJ lr-:.~j,~v (all). . ~ nailed W/2-10cl. lccated foe oegren:... crt lx4 "1''' b:-aaI Nlled float. to e:rJO of w:b w/ ad ;at. a" o.c. m il t.nib lu<.ll" nu w.:h) rolled to fDlu of wh w/IM df: e" o.c. If 2 ans l"\:qllrt.d. Iot.l:..:",,,h "1'" 00 Ix:.th ~J cr oaW to lxth bas. If 3 cr In:re oms ~.. \lEIC an. 'T' c:r scab 11ust. b: 90\ of \od) 1~. an::l beG it web iJI )0 14'-0"'. a.B ~~~~V>ius. CSt .56 .31 .6" .15 K.2-1] 7.?, 1l.1l.1I '_9_' 8.2-13 16-1l.0 ' 22-Il.1l 29.9-3 'I 1"1i_1l.{1 1:.II.n lot.11.1ol 2 3 '4 '5 I 7.00 -7.00 I 5.7 S.(i "* 9.H.6 :Q).4.6 2.5-H c:Y-;:: 2.5.4 3.4 S=3-4 ~ '''.II.lot 8 9 III II Y_M.I] ?,_] 9-8-13 19-1I.1l Truswal Systems Platee are 20 gat unlesD shown by "16"'(18 ga.) or "'U"(I' ga.), poaitioned par Joint Report. Circled plates and falsa frame platee are positioned a8 shown above. WARNING Re.d .1I11.le.'.II'II,I.< .;II..I,.I/(IIII.e. copy ofilia IIIe EreCIIIli: Call1raClar. This dulen Ii lor An lrtdlvldlQI buiWinl componUII. II h;u; been tawed "" ~pcdrclllllU p~ded by Ihl CIImpunau m:anuI';oclwn:r OIfId dllne In :I",",lI:Ineo wtlh Ihe C1lrrcnl ventiIN' 01 TI'I WId ^I'J'^ ~I;n .l:anl1or.... NO! raplllPll:tlJily II lWulned lIlt' dilncmllln:d Iacamq. f)lrnc:naiul1Il>n11 In be verined ~y Ih... i - m:mu(:lC1V,ct lind/Of' 1udWhll du.lclk' prk..lu f;cbrk:dlca. Th, bvlldlnl da!J:ncr ~lIlUcct\:lln Ih:d Ihe In:ub utUb..:d un Ihb clulln meet 0' aced Ibe I<<IdInI ImpOlcd by Ihc lcJC::t1 bullel'lnl eude. II Ii IWUmcd IJullbe lllp dlonl b bJct:llly bDUd by Ihc rnot 1M' llunr .balblnl And Ihc bonom cbonlll blerally br..ccd by a riel" dtc:Ilblna IJI:Ilerbl d~1y alt:llchd. amlc:u othcrwlac nnced. 1Ir:ac1na Ihawn blot Iatcr::ll nappo" 01 compcccnll membcn only 10 nduco buckJl:al knllh. Thb compDQCl1t WlI not be pbccd In any cnvlroamc.N ~ wUl ClUle the mobNn: conical 01 lbe wood ucud 19S :wUot ClUII COM<<tor pble carrarlm. P:ahriCllc. tend". but:dlllnd b~ Ihb InwI III lIccunbnec with Ihc lol1owln& u:rn4:an1a: 'TRUSCOM IoMNU^L', .yTnuw;ll. 'QU^lrrY f:fJNTltOl.:rr'^ND^RD FOR Mlrr^l.f'l.J\TC C:ONNI!C:rI!D WOOD TRU.'t.lil!.'1'. (Q.n-Wlf), 'II^NDUNO INST^IJJNO ^,,~D OMClNU Mrrr^I.I''1ATI! c..'ONNl!t'ruo WOOD TRIJ.~lil!."" (11'111-91) and '1IIo.OI."UMMARY slnnrr ~yTrl. Tho Tnw I"bl& IMInn. (1'1'0 Ii Ioc:Jted lit ~ D'fJDatriu Driw, ~clban. wt.cn.uln .~"llJ, 'I"b. ^mcric::or! Pwcd:and .....1" ^"oc:btloo (APPA) II loQtc.d lit 11.\0 CoMccsI:M Aw, tlW. ~e VII. W:adlIn;IDIl. DC 2.l1J.'l6. 9.].] 28-3.3 9 Orwg: COOO t 2.:5 t 'i 8-00l:~ UlLIl."l' IlEI"CI'lc.N(9) : ~1 -)1411 "'t'lXrt 2 -2.7" IOUz:NlN. R!:1IC~TICN(S) : o.{lXrt. 1 2D6Q .....,art 2 206/1 'Ihie tiuoe is deeigrb:3 uairg th~ IB:: O:xlo, Bld] Eh::lcDed - Yes. Eh:l 'Z.c::re . tb llirri<=e/"""'" loIrc . tb . "., ""'''''''' . c Bl<9 ~. 5O.00ft, Old; IIi<kh .- 2b.OOft. H::2n tt:ol: h;rl.gh:. 12.85ft, MR-I." 80 Cbseificaticit. 1, [:e;ad L:::ad. 11.0 paf .Piggy-Back Boltom Altach piggy-back lop wilh Ix6 on BOm faces wilh 8d nails@ 6" O,C. in the lop and bollom chords. '4x2 conlinuous laleral column bracing' allached wi,lh lwo (2) IOd nails in each member where indicated by (rt). Brace ' J:~ri' OShi;!Sky.iruss CO. Box 2B09 Eu' ene, OR 97402 --- Tel: 541-46(J880 , Fax: 541-688,5868 ' 67 3-4 4.5 1.5-t 4-5-11 1 ,., 3.5.4 12 ( '-n~'" IJ STUll ITBF1" 93.3 Chk. D.gnrl TC Live TC Dead BC Liv. Be D..d TOTAL 111-6-10 SI II' Scalol 5/32- fiLe - 10 25.0 p.t 7.0 pot .0 pat. 10.0 p.t.: WOI 1931 CUotan.r N~I wn:OlE:RT DurPac. L-1.1S P.l. Rop Hbr Bnd 1.15 O,C,SP4oing 2- 0: 0 Do.1gn Sp.o UBC tell Ratio, 1/240 1\:, 1/ 12.0 pat. .. lob-,i;1me: WIECHERT 1 ... -.:JaittlD::;aticrs_ 1 0-0-0 2 1- of. 0 ) 2.8- 0 '.. 4- 0- 0 5 5- 4- 0 , 6.8- 0 78-0-0 a 9- 5- 7 . 9 10- 8- 0 10 12- 0- 0 II 13- 4- 0 U H- 3- 0 13 )6- 0- 0 14 11- 4- 0 15 }8- 8- 0 16 :!o- 0- 0 17 . 21- 4- 0 18 22- 0- 0 a 22- 8- 0 20 24- 0- 0 21 25- 4- 0 22 26- a- 0 2l 28- 0- 0 24 29- 4- 0 25 Jo-u." a 260-0-0 21 1- 4- 0 282-8-0 29 4- 0- 0 )0 s- 4- 0 31 . 6- 8- 0 32 8- 0- 0 J) ,- 4- 0 l.a 10- 8- 0 )S 12- 0- 0 36 13- 4- 0 37 14- 0- 0 38 '14- a- 0 19 16- O. 0 40 11- 4- 0 .u 18- 8- 0 42 20- 0- 0 .0 21- 4- 0 44 . 22- 8- 0 4S 24- 0- 0 4& 2S- 4-.0 47 26- 8- 0 48 28- 0- 0 49 29- 4- 0 so JQ-ll- a Tl'I'ICAI. 1'1.,1 T" 1.5-4 ~ MOSHOFSKY . 1_ 'J _, TRUSS rrn"~~D'~"~.~$prla'I. co llm1 ~ TpS.o V.r.ion'T6.1.5 Truss ID: 526107 . ~ ~ m: It CBL J3U( 2x4 IFL ~I.A.--..J IImE' \.W.J.DI rot ICBJ ~ ~ 11&07. I..c:::adr:!d fer 10 i5F ___ _--Jrnd: B:IL. RJ\TINJ BI\SED CN ~ llJoHR 11AllES. &d ~ a..~ fa: axiol kudo ally. Eh:I~thataro~aJ::o.oacr b.kw tho tn.o profllo (if '!"VI _ ~ adll<1aool ~ <<no~ lbi tthi'ru) fer 1=Iura1 fcri:es b to win:l cr ~ .1CDdJ Q1 this ~. ~ """" 1,.,,1/11'1'- 1905 'IHIS ~ICli IS 'IlE <<MR:BrIE RES.l1l' CP J.l.IlrIHE J.O'lD o.SES. BE)JUNJ JlEQ..~"IC.IoU~ eh:w1 are 1::asc:d au on tho tzuoo 1l'Ot<rlal "" _~. ~ """" bo ~ to .....,uj p<ixllru. <It is a8lI..J'tI!d ~ ae faa, of tIWa tNso < 1.".0'01:"":<1 with pl~. CEIl wxxI b:md < aidim cr 1_.":-.._ .~. if n:t, < ai:i1tLnL1. ~ tn..IDt 1::0 and.ckta:l en < rQl~ ~ <JObl.... ' ~~~1!:,:~h"bl~s... 'n.....u. ,""Y gable lradm ~, (s) . lal:oial. In'llilo with tJ-.. Ch:rQ, liMo rd: b= CXTBl<l:rod ..u- rd:<d ~. 11~ l.ad:J ;aU l:l'd.r o::rrr:d:..iau are tI.., .""",..lhillty of tJ-.. b.illdI:u a,..~. OrwR:COp0294084:003 'Ihis tzuso I" a..~ i>ure tho': Ul::: Cbdo. " , Bl4r El'cl.med . Yes, Eh:i ~ . to 11rii.c;n,~O:ean Lire - lb E)<p Clt.o<J%v . e BLqJ - so.OOft. Bl~ ~.- 2b.ooft. Msn h;Ugtt:.. 12.asft, 11m.. 80 0aas1ficat.i.cii.. 1, Dc.adl..c:a:::l- 17.0pof MoshofskYTrusg (u , Box2809 Eugene.OR 9740~ Tel: 541-461-0880 fax: 541-688-5860 Qty: 4)0 CONTINUOUS LATERAL COLUMN BRACINO ATTACHED WITH TWO (2) 12d NAlL8 TO EACH MEMBER WHERE INDICATED BY ( ~ '.<-0 ,.A-tJ ,aL.::.. w.-..... ~C!L-,"" '.&11 '.." '.." .C!L-, ,.... 4<>. ~... 9-J.7 1J.l-O 16-0.0 ,..... 21-1.0 UD' l~'" 19+<l " t.<._/\~o 'i"'.J' W.II.II , J , J . 1 . , '" /I 11 /J II II " dlllll ., 1I " lJ "'II ~ -7.00 I 9-8-5 ,.J h /?' t:/ ,.J/ "~;:::::- , ~r?" :/ ~A,_ - r-i--.- L- r-,r- .IJ -, " "~ ~ T 4-5-9 1 10-6-9 51 H' IIJ.4.5 ~- ~r-~:""~-..-. S-J-4 . .J ,I=6&. 10.11.'" ,...'.n_H " " " <<6. STUll M.O .!l.1:!.....; u.o.o Jo.lI-1 OVER _'a__JellS suPPORT U 11 U D ~ n n ~ M n ~nn n ~ ~ n 0 # d /..UJ _,.U '."0 '."1I . '.U '...n ,....1) ..'.U'.'-~'..t.O'-- ",'.A-D '-4-0 4-Q.O &.14 P--J-D IUJ.Q "",.0" 11-+0 1Iw.D 11.1-0 %J-I.U .Tru8wal SY8toms Plates ara 209.. unle8s shown by .18-(18 ga.} or -H-C16 ga.), po.lt~oned per Joint Report. Circled plate. and fal.e tt~~~ ~'~t~. are po.ltioned .. _hewn above. . WA1uVliVI.i /lear/all 1I0les olll1l/s sheet qlld give Q copio/lllo 11r. Errcl/llg COlllraclor.' ~lI dalp .. lor loA lDd:Jvl4=I buUdm, com~ DOC lI\W ')'IIcm. II tw bcc.o. b:ue4 ClQ IPedl1cadcm provld~ by lha compexwu lrW1ulxNrer and doac m acc4n1:mu ~ IhI CUlTCIlI vc.nklu 01 TPI and APPA dul&D .wub.rd.I. No rUPllQIl\UJly la Wllmed lor dlmtll.lkmlaccur.lC)'. DlmcnJloru Ira Lo be Yc.Mc4 by cba c:ompocwu InaQU(XlIltcr anlU!)( bllll4lzl& 4ul&DU prtar Au (;.brbtlllOl n. bulldln& daltnc.r mllll UUJ1;IIn Uw me Imdi IltI1lu4 tIP IhJa 4ul,;a mUl or uCU4!.lha kD41aa lIIIpQl~ by Ifw local bulldlna cod. wi lb. p:ulcubr ,ppUaIIl",-. Tb. dulp aqUlnc.l1!w Ibo lop cbord II blm.Uy . 1lr..u4 by Iht rDOl or I100r IhuIhln& ad \hi boaom tbonI II bJenIJy b~ by. rtald Ibcol1hIn& IJl:ltc.NI dlrectly~, uaIuIllChuwlIa GOC~. Or.lClri.a Ihowa b (or bJm1 Nppan of compaDClUl'lDCmkn mly 10 tducc bvctJlna lc.uJ1b. TbJI COlIlpCIWlI diaD GalIN plaud m IUl)' CIl'tlranmcnl th:u .111 ClUC.1b. mohcur. CCIa1CZlI 0( Ih- wood 1;0 u.cud I'" aa410t QUIa C<<VlCCIot pbl. COlTCllbJ. . Pil"~ta, h:ladlc, laItalJ and bncc th" ltUU In . ~.._:,. .~- wblIlha (olIcrwIq &QD4ar4ai 'JOINT DBTAIU', byTNIW&i. 'ANSlITPlI', 'WTCA I' . Wood Truu CauacUoJ Amerb Se;.nd;.rd Dulp Rupcndbt1h1u, 'JlANDUNO INSTAWNO AND bRAClNO MBTALrLATD CONNecrBo WOOD _TRUSSW' . (JIID.'I) ADd '1110-'1 SUMMARY IIIBBT' by TPI. Tba Tnw I'tda lna;dnn. CTpl) b 1ocaIClI1lI.sD D'Onofrio Drt'fo, t.bd&mt, Wbcmda SJ719. n. Amtrbn rotal arlll p...pu Auacbdcm (AP'^) lilo=td '1111119lll SlruI, HW, 11.100, WIlh!nalmt, DC:uxD6. 157.3 TBP, e!>).. D.gnrl TC Live TC D..d Be Li_ Be D..d tiLe. 10 25.0 pat 7.0 pd .O'pat . 10.0 pd' 42,0 pDt . TOTAL I I E>pir 1i/20/2000 SO&~.I. 5/1204 . l' . WOI S251 CU.ta:n.r N&Ine I WIECI1EItT 'Ourf&oa .L-1.15 P-l.15 a.p Hbr Imd 1.15 . . , ..... O,C.Sp..oing..~ 2- 0- 0 O..igu ap.o UBC ~,1latU>1 1/240 1t::, 1/2" . ' . , , ./ / @ /@ / /. / / / / , @ @ @ // @ ,..-Illl.lCSl PAlIEL OJ!' . \, ,.llTEllN.Ue ,D.RJ.CSl PANa :' '@ @. J.X8, c "00 " 0 1)(" .'~. ,'..J 'f'l * : ('): ~TEPmTe :' \ @ \ ~BP OR '(J ~ADP' \ ,... t , ....... \ I r -,' ~ I ~ .....::-t. _..' 4xa 4X8 @ 4XS, ,-, I ,. . .I , /'TO'S S'-o'.o/e I ~ 2x6 roG 'SUSFlOORING' @) 4X& ( , 0 -- - . . @ . . ') 4)(8 GIRDER 01'#2 OJ! BETTER . G 48' ole (TYP.) HINIIU\ . . .' ,.@ / / " / ~. , (f3\, .~ c- ~ oIi' ADl' wI ADDITION.ll. \::::.J / . ,"), 4'IJJ G!'WR BELOW ~POST JJIll.PIEII ,-..... FOOTING (I HAlt. \..-I ',' S'~ ole . .@ / ./ @ ,@) 5GIROfR Bl.OCKlNO, ' * ' ,@ ~. , 003 / / '~' I I ", I .sSP OR w_ ~ // I 4'IJJ 8fAH IlAIIGER (TYP.) WlTIIlI'Uf1 ' ,. . CAPACITY FOR I.8J"s AT $l:CCIHll STellY: y '. ~ 1500 I~r. &: FIRST STOIlY{ 2400 1hz. , *./ ' t;;:\,: / " 6 I , , ... .. . POST AND PII!R FOOTINO REQ'D @ PANEL ENDS WIlEiI OIRDER , ' BLOCXINo IS SMAl.LER THAN 4 X I. @ .@ FLOOR FRA;MING OPTIONS AT . INTERIOR BRACeD PANELS . FASTEN BRACED WALL PANEL SOLB PLAT1!S TO 10lSTS, BEAMS, SOLID DECKINO OR BLOCIaNO BETWEEN 101STS WI (3) 160 NAILS PI!RW Ll!NOTH. 1m STATE OF OREGON -.:.' BUILDING CODES DIVISION' --- , " ,\NTERPRETIVE RULING Ol-~ . , , DATE:' 101y 10,2001 ....,.."1. ,._ ,I , , - ." Nola: All bloGI:1n9 aliall ba full-daplh. on ~9a. ~. ~Ing\a bloGl:lng' * _ \ - \ \ --\. ..----. ! ,,/ / ./ / 61' Mid-bay 61' On jol616 A61' Mid-bay A61' On jOl616 61' Mid-bay ,- ---~. - : ,,-, uddar ' : I '. bloGl:ln9 (J I I(,.O.G. - , ~'lll1ln. (4) I II I ?er pan.1. )1 II I ,I II I ! :,1:, /,-", i I I" I III ( )' i:!\~."", u. . J ,<f, ' \,. / /" : \ - ( . , . . \ rr ..----:' -----, -....--. " .. , ~) LL '----:~~~---J--- ~~~~ .../" -~- /. I " ' ,~ . . ~ . J . .. I I l , t.' . ,..--- ------,- ._~ ..-----1' .. '. . ""'--- ~"'----_. ------ ..- ___.oJ '---______.r -'1---..-- I . I , -r- :"\ \ \. "' .----- .,----,...' .. . - ~ I; !-, ~: ~ ----------- ! /r -- Roor Framing 1't..I~:Pt..NDIC.UL,A.~ 10 panel6 , '--.If Doubl. bloGl:ln9 (J and ba16- othal'lolt6a aln91. bloGl:lng, , ~ r _ Doubla JOI6" , . ID- ~Ioor Framlng'Supports Under Braced Panels 'll'lan View)' State of Oregon --- Building Codes Divisiol!' , Internretive Rulim! 01-3 'D1'/A'D1' On jol61 , , ~ A61' Mid-bay , , Floor Framing 1'f\AALLeL 10 panel6 , , * Doubl. laddar blo'l:lng (J and6 ~ othar'fltaa , alngla laddar bIO'l:lng (J 111.0". ' Date: July 10, 2001 ' I DRN: ME' ,/ CHK: RM' I J , "" . , i 2 X ILCCK"O . U. Uy 'OIl ,_~ l.INGTH - AnACH wI (2) 12d ToeNAI\. TO ClIl.INO JClISTS U. Il0O .uo TO TOO >UTI \' (2) , 12d ToeNAI\. Il.COClNO TO TOI' ~ T! WHeN BP'S OCCUR WITHIN JOIST OR TRUSs BAY: 2 X 6 BLOCKING C 48' ole (HIN. 2) PfR P~L, NAILfO ' W/I.-16d TO TOP /'UTe e. ti.:\ 3-16d IA. END SEE DeTAIL e \1. . , . I ..... ,...~ , I , I .... ..... ~'" 8RAc.!D PANELS SEE --, , V TABLf 602,10 AND '" t/' S' BRAc.!DPANEL PER TABL! 602,10 TABLES 602,3(1) e. (2) = = PA!lAU.EL TO ROOP PRAHING . . , . ' . /: :'. ' /: :. ' ~i.e JST, !mER' BRA~ 'AN!!. ~ ' . .. I BRACED PANEL:G PERl'!NDIC\.A.AR TO ROOF PRAMING 1 .. t / (. BLOCKING TYPICA~ ~ EA, SAY OP PANEL LENGTH, c:---...BIlAC!D PANEL BLOCI\ING ~ . ~, TYPICAL AT ALL PANEL ' '. . lDGES, "' SlCTlCN U 'eA IXCUTICNI. NOTE: , WHeN BRAc.!D PANELS ALIGN WITH c.!IUNO .IOIST OR TRUSS A80VE. /'ROVIDE 1.00# ANGU! CLIP ~ 1.8' olC -I1INIH\.t1 (2) PER PANEL. " " }t-I , .. Hi I} ~, c:5 ~ rm JI j~ J @ q, CROSS SeCTION AT ROOF FRAMING PARALLeL TO BRACED PANELS D . NTS ST ATE OF OREGON --- BUILDING CODes DIVISION .\ INTERPRETIVE RULING 01-3 ,DATE: JULvlO, ZOOI DRN: ME , CHK: RM . , . i--------.-.-..-.---. I I:er-....all'\DCl't.JOrST I . OllITJIll.aCTYP.). I '16 ruT II.OotM . - : ~ W oJe "/(.)16. ~ I NAU TO TOIt "'""" I tam'U1 (2) rp '&NIl. ... I , . . -L...l. ~ iC3~6d(n:J ~ - . S."'. ,...... 1\ ' -----------..-------- . J . " ~ -2XBLOCllINGiD-....,.-. .AAC!I)'~ see D!UIL,c13l ---1:.. ...."D"AHI\.k.OCK...:l ""'CA\, AT .I.lL 'AHn, lDOI...n'IC11ClN .1'OIlIJt~1CNI ( , ...... ;~,JjN "-.II , I 2x BLOCKING ~ ,BRAC!D '.AN!L :@ STATE OF OREGON ~-- BUILDING CODES DIVISION' INTERPRETIVE RULING 01-3 CROSS SECTION AT ROOF FRAMING PERPENDICULAR TO BRACED PANELS . BRAC!D 'AN1!LS, :.-' , . STICK 'RAMED OR / J~ 'R!'ABRICAT!D RQOP TRUSS!S ~ 24' olC .j ~RACED '.ANELI' , . - - - ,- il'.::::.~~ - - --.. - - - - . ~ ;~]SJf =- ..-.., N,'~ ""lt~'X6 BUlG. ~A8' olC I SEE DETAIL ~ , , C "'/,..... ,......,I.DC<<......r-- "- A TYPICAL.' 4U. 'ANI\. I IOGII. 111 SleTteN 3.8 : 'CIA txCI!I'TtOtft. . BRACED PANEL ~ BRA~E'AN~ BLOCKma-j NTS . )~ DATE: July 10, 2001 , DRN: ME ' CHK:' RM - - . 16d NAIL AT 24 IN. O.C.~ 'H... U ~ 8d NAIL AT GIN. O.C./ \6d NAIL AT 12 IN. ~.C. ON ALL\ WOOD STRUCTURAL PANEL (ALL PANEL EDGES) FRAMING MEMBERS NOT AT INSTALLED IN ACCORDANCE PANEL EOGES WITH TABLE R602.3(1) . ~~ ,~'< . . \. . . " jGYPSUM WALL BOARD INSTALLED IN ACCORDANCE WITH CHAPTER 7 - . . Ca) OUTSIDE CORNER DETAIL ~'~ t-:J . l><E: :,..-- 16d NAIL AT 24 IN. O,C.~ ,;g;; ~-~ For 51: I inch c 2S.( nun. jGYPSUM WALL BOARD INSTALLED IN .^CCORDAN.CE WITH CHAPTER 7 (INTERIOR) m . I '" WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE ,WITH TABLE R602.J(I) 8d NAIL AT GIN. O.C. ON ALL FRAMING MEMBERS AT PANEL EDGES AND 121N. O.C. ON ALL FRAMING MEMBERS NOT AT PANEL EDGES (b) INSIDE CORNER DETAIL AGURE RG02.10.5 EXTERIOR CORNER FRAMING I~ ~Z:.,o,1\ I Exception: For braced wall panel construction' Method 3 ofScction R602.10.3, the braced wall panel shall be per- , milled 10 begin no more than 8 feet (2438mm)(rom eaeh II .end of the braced watlline provided one'of the following is satisfied: '" " ' I. A minimum 24-inch-wide (6\ 0 mm) panel is applied 10 each side of the buildi~g comer and' the Iwo 24-inch-wide (610 mm) panels al the comer shall be allached 10 framing in accordance with Figure R602.10.5. or II 2, In walls sheathed in accordance with Table R602.10.3(2), the end oflhe brac;ed wall pane! e\os- 0$110 the comer shall have a lie-dewn device fas. lened 10 the stud al the edge of the braced wall panel e\oseslto the comer and 10 the foundation or framing below. The tio-<1own device shall be capable of pro- (4) viding an uplift allowable design value of ai icast 1,800 pounds (816.5 kg). The lie-down device shllll be inslalled in accordance with tho manufacturer's recommendalions. ' 3. In walls sheathed in -accordance with Table R602.\0.3(I),with less than 2S pccecntofthe braced wall in full heighl panels, tho end of each side of Ihe braced panel closest to the comcc shall have a tie- down device fastened 10, each end stud and 10 the foundation or framing below. Each lic-<lown device shall be capable of providing an uplifl allowable de- sign value of allcasll,800 pounds (8J~~ I:g). The tie-down device shall be installed 'in accordance with the manufaclurer's recommendalions. I