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HomeMy WebLinkAboutMiscellaneous Plans 2005-2-26 " I ";'<1'; '. . I I' 'i[ , .' ?~ J/9-I/o~ ' 'I ... ",. ~ , " , p~ . ~..:~ ., ill . . .... p ~ .. . . . .. .. .. .. .. ~ !II ~ . . .. ~ , . '- . . . . . II !If- . .- . . . . . . . I' 5-1/2"~ '-l18" MIN.k'-1 THREE 5-1 /2"x 18" MIN CONTINUOUS CONCRETE FOOTINGS REINFORCED WITH 2 ROWS OF #4 REBAR UNDER EACH t:l.oW OF PIERS. .~ 2500 PSI IN 26 DAYS ,',8" I AND HAVE 7 DAYS OF ..IN. I-.. CURE TIME BEFORE USE. -TYf>ICAt-COMBINW- CON'FtNtJOtJS-CONCRE-l'E --FOOTINGS MANUFACTURED STRUCTURE REV. 12/01/01 RHW AND PARK SPECIALTY CODES (THREE=PAD~POUR) I CHAPTER 3 IFIG. 3-5.12.1J /~1t" GOODE" . .' x-ux: ''''lCl" 51>>; ''''IYU 'Ie ;~-:Ij 1.1:1. III ,. 0- 2-12 1058 5.50" 1',50" oc 2x4 rFL #1 -2 21- 9- 4 1058 5.50" 1'.50" l-fll 2x4 <FL SJJ\IDm A:.A1E VAIlE3 H:"R IClO ~ MrnI' 111607. 'R:; RJlCE >XL !Kl CSI l~ flI\.'iED rn CRfF.N tiMEt w..r.us. 1-2 -2611 .il .37 .48 ,.3 -1957 .04 .26 .30 3-4 -1957 .04 .26 .30 4.5 -2611 .n .37 .48 oc R:KE !\XL !Kl CS1 6-7 2503 .41 .27 .68 7-8 2503 .41 .J> .80 8-9 2503 .41 .39 .80 I-lill KRE CS1 >liB RKE "'1 2.8 -673 .30 4,8 -673 .30 3-8 629 .28 "'" IEl'lH:TI<N 1""",1 , I./!i99 IN lo9l 6-7 (LIVE) U. -.22" 0.. -.15" 'I\> -,38" ........ ,xure I..a.::a.tialS =--==a: 10-0-060-0-0 2 6- JAI2 7 8- 0- 0 ) 11- 0- 0 8 "11- 0- 0 4 15~6-4 922-0-0 5 22- O~ 0 ~ MOSHOFSKY "'''''' TRUSS Tt1IlWIIISYSlfllll.C"IMlKl" 444$ No)rthpari.: Dr.. Col.... SpriU,l;J. C'O 1lO?1l1 Tp5.~ Verpion T6.3.1 Truss ID: GOO-B 1'1.'U,,, '1= , NIl) /JPI . .1995 TIllS rESIGl 1.9 'Il-E <rMRl31'1L: RESWr Cf' MLTlKE!.CAD Olsrn. ~ REJ;;.l...uu:I"rHI~ slCWY'are l::ase:I CNI.N 01 tl);! tnJss ll'Elterial at eadt t:earirg. t I ; i UrrFuOl UIIJFT Rf".errrrHm : 9..f:p:rt ,1 -103 lh .&g:crt. 2 -103 lb 'Ihis l::iu3s is cEsigrlEd wily th~ tB:: Cbde. Blc9 Eh:::1cned. - Yea 'fu..1Ss l.o::atial .' N:::t. EW ?en, ~""""''''''''.lb E>p~-c rod;, Lemth. SO. 00 ft. Bid;, l<lah; ~O. 00 ft """" roof ~ - 9.54 ft,.,n. 80' tB::: Stamm: c_~_..., Il!ad I..cDd.. 17.0 plE .6-).12 4-R.4 4-H.4 " 6~].12 6-3-12 1J.0.() 15.H.4 22.().() 11.1I_11 '1.(1.(\ 2 ') 4 5 3.00 -3.00 I ).5 T 1.5.4 1.5.4 T J.().14 J.J.4 1 2.5.H 2.5.8 :Q).J-~ SHIP IO.J.\4 J.5 '1li"=:J S 2.5-8 .().,Ut~ 0.,IJloll n_II_11 6 7 11_0_11 11.0.0 H 9 11-/1./1 22.0.0 Truswal Systems Plates are 20 ga. unless shown by'" 18 11(18 ga.). "H" (16 ga.), or "MX" (TWMX 20 ga.). positioned per Joint: Report. ("';;:':)l'"~ l'.'t--'] and false frame plates are positioned ao shown above. W ARNiJ\r(rii;nd nlllloles 01' lhissheel olld give n copy ofit 10 Ihe Erectillg COIl/raclor. 'J1,is de5ign u; [or :UI InuiYldu.11 bnihling. cnmpOIlCIlI DOllruu ~YSlem. II ha:i hetn blued oll5pecifiCllllons provided by the compollenl llul\Ufocfurer and done illllcconL:lI1cc Wilh Ihe current versinn~ nf TPI ;U1d AJ1PA tlaign srMd.:mls, No rupOluibiJily i$ aUlImet! fOf dlmClIslon,..!1 accuracy. Dlmell$!OllS are 10 be vcrified by Ihe CUmpllJICIlI11l.11lIlf.lclurer ~nd/or building de~lgner prior 10 fnbricalioll. The blllhllng designer musI aliCelt.1in lh.11lhe loads ulilized ~ thil design meel or excccd Ihc hl;ltling Imposcd by Ihe 10C<l1 building cude and the p:lIlcu!::lr :lpplicaliull. The deaigll :USl1met lhallhe lop chord Is laterally bfilced by Ihe roof or floor the..'llhillg O\Jld Ibe bUlIom chord is lakrally brJced by a rigid Iht:llhlllg 1n.1terl.al directly a1l3ched, ullleu olherwlse noted. IlI'..'1cing Ihown I~ for Imcml .ttlppUI1 of cOlllpollel1l$ members nnly 10 reduce bucl:ling lenglh. Thill componellllllallllG/ be pbced In My environment th:at will caU$t Ihe muul\1n: r.nlllCllI of Ihe wood to e'(ceed 19% nnll/or caU$e connector pl.'\le corrosion. Fabrlt:lle, handle, uulall and brnce Ihls lnw in ilt:curd."U1Ct- wilh Ihe following iI.1nd.1rd.~: 'JOINT DETAILS', by Tnlli\\';II, 'ANSlrrl'll', 'WrCA j' " Wood Tnw Councilor America Standard Design RC~pfll~~ihililie~. 'IIANDl.INO IN!nAI.L1N<.i AND IlRM"INO METAL PUTE CONNECTED WOOD TRlISSI!S' _ (1118"91) and 'HI8-91 SI.IMM,\RY SlmET by Ti'l. Th.. TlllU 1'1:11<' huotirule HI'I) i/; lnCllled al .~tn D'Ouufrin Ilrlve, Mad;',.,. Wucolllln !i:nI9. The American FOfaland I'apcr AUflCiolllllll (API'A) ill 10000;lIe<l..' llli lVlh Slroot.I, Nv. SIt. 8UI,'WaAhlng".I; DC 21.011. . TBFI 44.0 Chk, Dsgnr. TC Li Va TC Dead Be Live Be Dead TOTAL WT110? # #LC. 13 25.00 psf 7,00 psf .00 psf 10.00 psf 42.00 pDf I eS:/12/31/2003j 5/~ /2002 Scale: 3/16~ _ l' 11 J ; we I G004 CuD ta:ner Namo I OOODEN DurFacs L.l.15 P.l.1S , Rep Mbr End 1.15 O.C.Spaoing 2~ 0- 0 Design Spec use Q,fl Ratio, 4'240 'R:;, 4'240 I J , A-~f,;Jlf1l3 2002 10: 37 FR I.EYERHAEUSER BJGENE C541 689 9296 TO 6892403 #,. .p P..-~..;.;tette-Industries, Inc. m... " 000 Products ' ',~4" jf/Z ~/I:Calc (v6.2.a.RG) "',''', y..,~" 'JtMARK New-Marl<. Snow Roof Beam ..------c-- f' Tri~: '12 ft. MEMBER SLOPE: 0/12 Input reflects horizontal center to center spans W1 ~ 480 p~ LL ~ 26 pst DL - 15 pst Duration ~ 115% Member Weight ~ 10,2 pit P.1il3/\<lb Gooden Harrison JOB NAME: Garages, LOCATION: Bearing 20 truss.2' OH ,/" JOB NO: Fi",t Job . DESIGNER: 06'03120U2 SHEET: " LOADS IWH1S'\ \ '[ 16' t SHEAR 3022#- r----. MOMENT ----- . ------ "'----- ----------- 1_1"# --- ---.. -------........ -~ -3922# Maximum Reactions Critical Live Load: (DOL) Oead load: Su pport 1 2400 (liS) 1522 Support 2 2400 (115) 1522 Shear: ( Ibs) Positive Momenl: ( ftolbs) Deflection Span; 0/. AllOW. 44% .81% M~mum 3431 156B7 AllOW. 7728 19314 DOL - ContrOl 115%. All loads 115% . All Loacs LL Q.488 Ralio tJ394 TL 0.797 Ratio Ii 241 1;1."'907 x 10' ... USE 3.5 x 12 INCH Willamet1e GLB(24F-V4 OF) -- ;/' Min end be:lring = 1.72 inches. Support beanng lengtll requirements must be ~~c\(ed SGparatelY. Continuous'lateral support rlXluired ill lop edge. LilteraJ support required at bearings for bottom edge. The ~1~dueLs noted Qre intended fQr intcrio.-- U3C. nonnaI temperatures. untreall:d ;,;ppliw,stiQrn; (nd rnlt5t be i<lStalled in accordance 'll\1m local ~Cing code :eQuilefnoellLS and WiJ:3mcUct lncusr.les, ll"lc, recommendatIOns. This c:::iIloJl2tion nilnQet$ lhH 5P3-cifiC deslon information and prcauct I1etermin3liot'l fOf engineored wooa orcauas r:'enutaCtut'ed by WiDame:te Industries. Inc. Tng Ioal1S, spans and sp~n9$ h:;vg bQon providQd by othef'S' 3tld all in1OrrnDtion notod G.1ould bo carelu:ly examined :md \IOr1~d for mo .CCUl'3ey J1nd suitability or liID design p;u':i:ilmewf'i 4IOd prcduct &elections. ./ ..V::.-.n HILL& DALE ENGINEERING, LLC 74 EAST 18TH AVENUE, SUITE #5 EUGENE, OREGON 97401 (541) 868"0667 FAX: (541) 868"0888 Client: Gooden-Harrision Construction 1441 Hwy 99 Eugene, Oregon 97402 Date: August 18, 2004 By: R' .q Contact: Brad 689-7762 Fax 689-2043 - Sheetl of 6 Job Location: up to 24' wide by up to 28' long garage (with 2 - min 22 W' "wing" waDs at garage door wail line) Job Number: 231-03 Job Description: Lateral Calculations only Design Criteria: -State of Oregon Structural Specialty Code 1998 -SO MPH Wind -Exposure B -Zone 3 ) -.----, , ..., I ' W'l1lA'IlON D~ CiS" "-.:{ l.i3 11:06a .. .:1' .e"jDALE ENGINEERING. LL( /,ST 18TH AVENUE, SUITE #5 I' WGEN E. OREGON 9740) , (541) 868-0667 " ~ / FAX: (541) 868-0888 / . 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