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HomeMy WebLinkAboutMiscellaneous Plans 2005-9-26 CITY OF SPRINGFIELD Development Services Department Building Safety Division Residential Plan Review JOB ADDRESS: 3448 Oregon CITYJOB#:C200501394 OWNER: Ragena Young PHONE: 747-8340 CONTRACTOR: Jay Marcott PHONE: 954-3343 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. '1 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 TechBookstore, 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 . Provide weather-resistant rigid baffle, extending above the insulation. (APP.E E-401.2.1)). 2. Provide openable egress windows with a minimum net clear opening of 5.7 square feet. (Grade floor egress window 5 square feet). Least openable height 22"; least openable width 20"; maximum sill height 44" above walking surface. (R-310.2). p ,. .. ~ . (. , \ HILL& DALE ENGINEERING, LLC 74 EAST 18TH AVENUE, SUITE #5 EUGENE, OREGON 97401 (541) 868-0667 FAX: (541) 868-0888 Page:llJ Date: 09/26/05 Client: SAR 3730 Emerald Eugene, OR 97405 Contact: Location: 3448 Oregon Ave. Job Description: Remodel/Addition Lateral Job Number: 544-05 Design Criteria: -OSSC '04' and '98' and ORSC '05' -Exposure B -80mph winds -Seismic Design Category DI -Floor Dead Load=IOpsf L~!.RATln~1 o~;r~~~imt971 -Floor Live Load=40psf -Roof Snow Load=25psf -Roof Dead Load=15psf -Soil bearing pressure 1500 psf for design "Lateral only, per client, all other design elements by others. , ,l-\ILL'& DALE ENGINEERING. LLC , 74 EAST 18TH AVENUE, SUITE #5 '. EUGENE. OREGON 97401 (541) 868-0667 " FAX: (541) 868-0888 . CUENT SHEET N("'l z P~H <::, clef -GS- CALCULATED BY JOB' LA---r-IPJ'LA C c.J+u:$, It<J II,jD '. P::'1-"Lt.e...C-r. R^ ~ /~.t{U\(.Ct,7%.~ '?,~~r- WIIJU) ..u A.. = 5.S F WL.W .S . 3,;:' ,. 1!rVJJ.J1_ ,7' -. 7.7?SF ('-LAtJ BE..)(( SI' (r~c... 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(/4,,,,- : 81'o4J\.lO. UNtt.. /lJAIL P-Jo A-DO. t-I~~. flE...C9.. : HILL &.D.ALt ENGINEERING, LLC 74 EAST 18TH AVENUE, SUITE #5 EUGENE, OREGON 97401 (541) 868-0667 FAX: (541) 868-0888 CUENT SHEET N/"\ (0 P-l If DATE S'./l( -('}$;- OF CAlCULATED BY Joe. / ttiE-tZ..A L cJtU.s, Vq, c_A Lt!3, \4L"'- 12..lt>O ~ Z$91(.S) +-Z<f7Y(.S) +J2.3[(,5) _~ .sDSOti 'NLf 1Z-7S rZ-7Z TS 7S - Z';t)s'"...v. -{jk ~ SOSO/(I ~ 3(0 I ~J /'-{-(/O Olv'0 ~ 3(0 I ( 'f) ( ~ ) -- !IScC,2j.!, .1 I f- It) . o. U~~O v...l.J1V tvvt 7-h r IS(l7Y <+1 '-{,S) -fi()('6)( '1-) '(I S)} -- I'7tG..JJ.Lr '70. /01. -- diG 7.1.J.'(.r uP ~ I FY-=- /IS S 2- . n'(;e:, ':. 2<('flt;, 2-~60 /fllo? -:'/77{~ T (0 L/. : L{ 'TlO ' wA--LLS, 'II- /'L "c.D\J. oIL 7t/v"o5BoA1'(-(f \?d:~A-ILS '/-"0_(... p,t:.. ~(Ic-EiJ /z"o .c... Ft€..LD rI TlI ~ uJ /%. ~ ~ T7((t-Eft 061) twO /D"E.t0..&t:.D "S.F.-./. epO)<'y . SEEDETAlL NAlLSIZE . 'SHEATH BOTH SIDES ~6 ,~ 7 SHEAR WALL SYMBOL KEY \1" CDX OR 7/16" OSB OR 11-11 . BLOCK PANEL EDGES' 12" a.c. FIELD O.C. NAIL SPACIN'G, IN'meHES, @ P ANEL ~DGES , 4X @ADJOINING. PANEL EDGES, STAGGER NAiLING -4)< j/. TTI V> 6 ~ A, xQ9 . I)..)/S'2.IB I ~. . . .-.. ~ OONNRCTfDN "" """EO. '" "'" Q9 = HOLDOWN LOCATION ON PLANS 8 = STRAP LOCATION ON PLANS 15 GAUGESTAPLEEOUIVA~ENTS 8d NAILS SJ:APLE~ . 6" 4" 4" .2 Yo" 4Y @.A n Tr:lTN:rN(,;- P A NRT ." Ru.GEs. . 2". , d'lh@ A DJ()TNTNG E'hNRT. RD0RR . ~ ", NO EQUIVALE1lIT . 3" 2" .. " 2'4-6 - A1 --- ., , ." -- - - --~ '\ --- --- \ - -- \ -- ---- \ ~ OJ \~ OJ I - -"-- --- Ie - ~ I - ----- T"" [> \ "-'" <J T"" N ---- -Ly --~ N N ---- - -- ,--- --~ I I -- I ,I, ,. I. A1 " --- '--- , 24-6 ., ... Job Name: ~AIRC01T liiJ1ss 110: MIR1-Ai 2 OrrlCAlMEl'llERFORCES: Te h4 OFl '1 Be lx4 OFl II GBl BLK lIe4 OFl STANDAAD Refer to Joint QC Oeuil Sheet for "l.nimum Rotational Tolerance used IRCIIBC truss plate values are based on testing and approval u required by IBC 170] and ANSI/TPI and arll! reported in avaibble documents such as ICBO 11607. PLATING BASED ON GREEH LUMBER VALUES. Desiqned per AN$I/TPI 1-2002 This design does not account for lOnt~ term tillledependent loading (creep). BU11ding TH~S~lsi&"'i5tT~EtCC;:~~~fE t~~SULT Of I'IULTJPLE lOAD CASES. loaded for 10 ?SF non-concurrent BCll. B~~rOI~ ~~s1~~: ~M~l~R~~ ~~E ~~~~. [+ 1 oable bracin9 requi red iJ. 50~ intervals, if exposed to wlnd load apelil'd to face. See ~Geneul Gable Details, (002065035. a-8f 2-8-0 ~ :l~ '1~:l~:l~ '1~ :l r~' ~~ ~~:l~ f~:l~:l~ f .of J; .;, .. J; ~ '_' ~ ~ <!>- ::0 <!>- :;:: i='-o 24-6-0 , p-~ 3 , 5 r.:c;o- 8 1?-~-!1. '9 10 11 12 13 14 15 16 -4.001 8 7 I 'TI: 5-7 ...-:::[...-:::~~ "==,,=:::-...-: ~r . ~~~~~~ 3-4 ~ 0-3-15 5=3.5-4 ~v~ This trun is designed using the A5(E7-02 Wind SpeclficOItion Bldg Endosed _ VI'S, Importance Fac:tor _ 1.00 Truss location_Not End Zone Hurricane/Ocean line", No . [lip Category", B 81dg length '" ~O.OO ft, Bldg Width", 20.00 ft ~an roof height", 10.21 ft, mph '" 85 TPI Standard Occupolncy, Dead load", 10.2 psf Designed as Main Wind force Resisting System and Components and Cladding Tributary Area. 49 sqft "I 5-{.11 SHIP 3-4 ~O-~15 ~ ~ "_8-16 191~l'l1'1 ~ ~ rri'ii ~f ~1: ~J;alfl~~a:r.}~'!'i'-o 35 2-6-0 I . J;r~r~rJ;r-r-r-r- - - - :<:"-0-0 TYPiCAl PLAT . 1 VER ON U S PPORT __ __ _______ ___ _I~;9:;!:~~ll~~e:Ga~O~~~~~Jll;i~~~~~i8~~_;~~.~!l~~d)O=i8~e:h':ffu~~~J1~~~~~P1el_ , _____ W A. iRIil.!flI1NI GRead all notes on this sheet and give a copy of It to the Erecting Contractor. i c,,,, MARcon ~ Thisdesiilnislof..In:lMlluallluilcllng~rmIlruSSlY*m Mllabeenba.-lllll~~bylhec:ompanelllmanU'__ IWO: Drive_C09290Sb_L00006_JOOOOS ....,~..~wIlI'llhea.nwnl-.lDnlofTPlnAFPAdel.ign~_ No~..-.nedb"<limensOnalilOClQCy. 0Ir'renI.0nt I _bbeoerifedbylhealfPlPOl'8rcmandaatnl'..-dloIb\lildingltnig.....pr'orbbbrblion n.~dnv'lItr_~lhMlhe"'. Dsgnr: #L(... 34 WT; ldlecloro_deslgn_or..'""hbdlg~bylheloealbuildo'lQc:ocM_lhe~~T1'Iedes91_IhM.,.,bpc:tl<>rd T( Live 25.00 psf OurFacs l-1.15 MOSHOFSKY liI........,brKedbylheIOOfDfllDOrlt'ullqarllllhelxltlDmd'lOnlis.,.,.braC8dbyllr'Qlcllhull*lg~clweatyWXhed. lrIIess~ Rep Mbr Bnd IraI!!d. ~$I'...n"b,*r"'lUPllO"lolcomoonerume<Tfttstriybreo:luc:etu*lnglenglh_ Thos~Wll'Cllbe~_in.,.,. TC Dead 7.00 psf ( ~I TRUSS i~lhM_cause\tle~(:OI'IIfl'CoIlhewoodbe'oeedl"aI'IlIIaI_~~Q)m)$IC)fl F~.~.instalI Be live 0.00 psf Rep Mbr amp 4445 Nor h drk Dr. nIUCe~ItuI&"'XUltlI..-a..cnIhll~~".kw1lllro:l~ONIAep)ItlI'....~asoutpUl/rgmT""'a1IDftw_. Rep Mbr ~ens Colo 5pr~n~s. CO 80907 ,....NSVTPll.WTCA1.-~T.....COo.wdol~~Dn9nl "9tA.DIHCCOUPONENTSAFElYINfQRW.TION". Be Dead 10.00 'psf O.C:Spaclng IBCSll-OJland"BCSI$UMMARV SHEETS"byWTCA_TPI The TrussPlalll ~(TPlI.lOc:aRcl;olsaJDOnotnoOrtwe.IoIa:l""'. DeSIgn Spec TRUSPLUS 6.0 VER: T6.4.lj;osmns>fl~J119_ TM"'_nQnF_.rdPapef"'~I"'FP"'llStocaIed"1'11 1Il1hS_.NW.SIeaoo,W>SIwoglon.DC2OO3e 'TOTAL 42.00 psf DEFL RATIO: 160' P.1.15 1.15 1.10 1.10 2- 0- 0 IRe-20D] l/24D TC: L124 ~ ," Job i'IlCllme: MARCOn TnAIl\> ilO: MIRT-A2. BRC x-lOC REACT SIZE REQ'Q 1 0- 2-12 1257 S.SOM 1.50. 224- 3-4 12575.50. LSD. BRC REQUIREMENTS shown are based ONLY on the truu IIl.iter;al .It each bearing MAX DEFLECTION (span) : l/999 IN MOl 8-9 (LIVE) l- _O.14M 0- -0.09- T. _O.2]M ~~r~cm~!~~lt~tnj!~60! o7~ l-} -lO9O 1.1$ I 1021.60 0.l9 )-4 -lO9O 1.lS I 1021.60 0.l9 4-) -lH61.1S1 In 1.60 0.40 6~ ~il~60I~ 1-1 .401.60/ 1-9 _401.601 9-lD -1021.601 .. .., ,-, ,-. .-. ~i~s~~ ~ '.H(l.lS)1 Te lx4 OFt '} BC 2x4 on II WEB 2x4 DFL STANDARD Refer to Joint OC DetAil Sheet for Malo:il!lulII Rotational TolllOranu' used IRe/ISC truss plate values an! based on testing and approval as rl!quired by IBC 1703 and ANSI/TPI and are reported in Available documents such as leBO 11607. Designed per oViSI/TPI 1-2002 This design does not account for lO1l1i term time dependent loading (creep). Blnlding TH~s~~st& "i!st T~~((~~~~fE t~aUlT OF MULTIPLE lOAD CASES. loaded for 10 PSF non.concurrent BCll. PLATING BASED ON GREEN LUMBER VALUES. "''''1''"'1 on 22061.15 0.$1 14761.15 0..0 14761.15 0..0 22061.150.51 ""'!""'lon 1111.60 0.06 &U LIS 0.21 64S1.1S 0.21 1111.60 0.06 tWJ:a'D~e's~!laiJ:~~oDPa~e~~~~'~~;~~;'~~~~iR~lbY~ ~~.br=~D2g~ci)b~~ig~9h~~jL!?~~Pcilil~~ fo~Dle\ i W ARN8NGRead all notes on this sheet and give a copy of It to the Erecting Contractor_ ~ IThlsdesig"isfor"'~vaIbo.otlinglJllllllOl"l!llInotlnlSllSV*m. 'lIasbeeflbasedOll~llfO\IIlledbyllwlXlmpoJll!IlII1WlU1x!ure< ,ndl>rlllitlllCCDl'llatlC8wllhlhecurrem...fwioMDfTPlanclAFPAdesiO"Nrdatlh. Nantlp>tllibilllyis-",,*,ib<dimII~aceuoacy, 0ImlI1ISio.. .. _. :... 10 be venn.dbylhe(l;lmpOnllI'llm.anul-..r8."'UO'buildln;Jo:lesiOnerprlDrllfabric8llorl, lhebulclln;JdniQtIef_nceruitl"'-lhfIlOaI:lI UIllIlftdOlllhlldniQfl_Offl2oeedlhflro.tir1gimpomdtrylhfllocalbuild'"l!lXIdflnlhflpal1lCularapcllbotiorl. T""~"__thfllOpchold MOSHOFSKY 'is"r""br_trythflfOOfOfIloorIhfl~ardlhebotlDr'l'lchOfd"~allybr8Cllldby.ligidlhfllChlrlg~dQctly~. unIflII_rw.... '1"OIlJd. Braong""""lIfOr_I'3lSUppOI'lDf~rlIlImembe<1lorllyllredUOllbuCldlnQ"rlgIh ThlsCDff'(lCf'lllf'.....rlOIbflplaeellitliIfIV ~ --.- TRUSS le__"'~lhefr1Ol$\UrfllXl_oflhewoocl1Dfl'ceed19'1oansro.UIaflmmedDr~aIfT'O$i;In.fll:lnC*"nandlfl,onN. I!~_.'='- ~I !nbr_ll'lilItrullitI~wilI'llhelolklwnnCiwn:l~s:'JoirIlandCutbriQOl!~Rflpoltl,~..(lIJtptIlromTrusw.toftwa'fl. 4445 Nor~hpark Dr , COlD Spnngs, CO 80907 'ANSVTPll'.WTCAl'.WooclTfUSSCourololAmeri(;.;lSI;trlda<dOl!sig"R~."BU"DINGCOMPONENTSAFETYlNfORMAlION". IDCSI '-00) n 'SCSI SUMMARY SHEETS' by WTCA ancI TPL ll'le ll\l!S PI3\e h'lSl_ITPI) ISlcuIed at!ll) 0'0rdri0 0rM!. M...,ISOI>. TRUSPLUS 6.0 VER: T6.4.1:wISCOfISIfl5J710 'I'leAmerbt1fO<eSl..n:lP_fAssoci<IIionIAfr:>AlisloGaledat111119lnS~"NW.Slf!eoo.WHllonglDfl"OC7Olll& ~ iCl~" : 11)) UPLIfT REACTION~S) Support C&C Wlnd Non-Wind 1 -1281b 2 -1281b This truS5 is dnig"ed u'iing the ASCE7.02 Wind SpeClfication Bldg Enclosed.. Yes. Importance Factor .. 1.00 Truss Location.. Not End lone Hurricane/Ocean Line.. No Exp Category.. B Bldg Length.. 50.00 ft, Bidg Width.. 20.00 ft "'ean roof height.. to.lt ft, mph.. 85 TPI Standard Occupancy, Dead Load.. 10.l psf Oui1nE'd .lIS Main Wind Force Resisting System and OIIIPonents and Cladding Tributary Arl~a .. 49 sqft Cust: MARCOTT WO: Drive_C-092905b_l00006_JOOOOS Dsgnr: 'lC _ 34 Wf: TC live 25.00 psf DurFacs l_I.15 TC Dead 7.00 psf Rep Mbr Bnd . Rep Mbr Comp BC llve 0,00 psf Rep Mbr Tens BC Dead 10.00 psf D.C. Spacing Design Spec DEFL RATIO: 'TOTAL 42.00 psf 128# P_l.IS 1.15 1.10 1.10 2- 0- 0 IRC-2003 Ll240 n;: l/241 -<,0 ~ . '24-6 " 24-6 -...:." ./ Job U\!Illlm~: GliiAIRCOTI unOSl> OlD: MIR1I'-Ai CRITlu.LI'\OIl[RFORC[S: TC 2x4 DFl 11 BC 2x4 DFl 11 GBI. Bll( 2x4 DFl STANDARD Refer to Joint QC Oetail Sheet for "IaximumRotationalToleran(eused IRCIIBC truss plate values arll! based on testiflg and approval as requirll!d by IB( 1703 and ANSIjTPI and are reportll!d in availablll! documents such as I(BO 11607, PLATING BASED ON GREEN LUMBER VALUES, Oesigned per ANSI/TPI 1-2002 This design dOll!s not account for long term time dependent loading (creep). BUllding TI{~s~~SIGNmIstT~EcC~~~~~E t~aiilT OF MULTIPLE LOAD CASES. loaded for 10 PSF non-concurrent BCll, B~~rOI~ ~~~~~~: ~~S~l~R~~ ~~E ~~~!- ['jgable bracing required@SOM intervals, i exposlI!d to wlnd load app,lied to face. See "General Gablll! Details', c00206S03S. 2-8-0 2-8-0 F~FlF~F~F1F~ F~;F;F~F~F;F~F!~~ 2 1'.C\.q 3 4 5 r4.OO 8 19 1')..~.n 10 11 12 1j 14 15 16 ".00 [ 6 7 5-7 4TI ~~c~ ~ >-:::::;>::::::: 0-3-15 Qi'l1f~ 2 This truss is designed using thf' ASCE7-02 Wind Speclfication Bldg [nclosed ~ Yes. Importance Factor _ 1.00 Truss location '" Not End Zone Hurricane/Ocean line", No , Exp Category = B ~~~~ ~~~~t~ei h~O:OOI~~hB}~~ :~~th~- i~'OO ft TPI Standard Zecupancy, Dead load ~ 10,2 psf Desi1ned as Main Wind Force Re~isting System and omponents and Cladding Tributary Area ;0 49 sqft ,," 3-4 ~0-~15 ~ ~ 2_8_18 ,'9 !'l"J1'"+ ~ ~ ~~f~1 f~ ~1' "g'11~l'1~03~~il4!2.o 35. 2-8-0 ..t lhrcbrll;lrJ,r~r""r~r" ~ ~ ~ N M-6-Q . TYPICAL PLAT 1 ER ON U S PPORT T(uswal S","m, PI"".." 20 '" "",... sh.own '" "'8'[" '" I, 'H'/1. "', '" 'MX,/TWMX 20 '" J. DOSih"", PI" J~", P"~i" ",,00<1. ~Ircled ~ates_and false frilrne DeJles am DOSlboned' as stiOWlT aBOve. 'Shin: otlble stud hlales 10 avOill o\1ef1ao with'slruclura ~taolel IW AIRIMUfii!({;Read all notes o~ this ~heet and give a copy of It to the Erect/ng Contractor. ~ ,ThisdesognlSfo'llflirdMdualbuildingcomporenlnottrusasystem.lIhasbeenb3sedonspec:illcationlprovldedb\"ll'elXl!llJlOflefll.... . af1lltlonein;JCCOfllMIa!..-IIhtnec:urrenl..ertionsofTPIaf1llAFPAd9ignstanll.m.No~iSiI:SSUfT1I'IdfQfdimensionalac:curacy.Dimensiofl:l _ ,atIllObl!W!nrll!db\"~o;onIIlO<IlInlfI'IanIbdunI'P1dIorbu*lingde-siClne,prio.-lOfabrlc3lion.Tlwbu*lingde-sione'fTlUII'ascertllin_IN~S lutiIiz1ldonlhisdeslgn_Ofe.ceedthelo8dinGlirriJIosecJb\"thelo<:albuiklingoodeilftdINPlIf'IIaUo'JlpPi<;Ron,Tl'lI!llI!signassume-stl\MlhelOllthon:l MOSHOFSKY iS~'anvbrK:edby\flefOl)'llflbcl'sheatl*lgancllheboftomd'CIftlis'-f"brXl'!db\"a'*lli:l$l'lealhing",*naIditedlyil!l3ched. unlessOlhe,..;se lnoted. 8'acmgs/'cwnIlSIo'Ift'al~of(:Otl'ClCltlenl$membl!rsontylOnlducebucUnglenglh. TI'Ir$(Dmll("'1lmls/l<l~nolbeplacedlf\any ~ TRUSS ,e.....ronmentll'lalwrllCilUStlll'lel'l1OiSllnlDflllrnloflhewoodllle.CI'!8ll19%II<<JJorClll.lSl8conneao'platec:orrosion Faboicate,hJlndle,instaR 4415 Northpdrk Dr Indbr3althistrUSS"'aa:onllnc:e_ll'lllfoItMingSlilf'ldlftlS"JoontJlndCullingOetoilAepons'..-*bIe~OUIpulIromTruswalsoltw~, Co 0 Springs. CO 80907 "ANSVTPll',WTCAI'-WoodTf\JSSCound!ofAIf'eflc;ISlanclanlDesognResponsibililiell.1lUllDIHGCOMPONE",TSA,FETYI"'FORMATION"_ TRUSPLUS 6.0 VER: T6.4.1~~';;3~;;:'91l;~~:=;=~~~'p~7A~=~~';:F,::),:,=~~:ls~~~s:~~==:~;:~6 5.( -11 SHIP Cust: MARCOTT wo: Dri~e_'-092905b_l00006_JOa005 Dsgnr: #lC = 34 WT: TC Li~e 25.00 psf OurFacs l~I.15 Te Dead 7.00 psf Rep Mbr Bnd , Rep Mbr Comp BC ll~e 0.00 psf Rep Mbr Tens BC Dead 10.00 psf D.C. Spacing Design Spec OE~l.~TIO: , U TOTAL 160# P",1.15 1.15 1.10 1.10 2- 0- 0 IRe-20a3 L/240 Te: l/24 42.00 psf ? Job ~llIme: MARCOTT BRG X-lOC REACT SIZE REQ'D 1 0- 2-12 1257 S. 50~ 1. 50" 2 24- 3- 4 1257 5.50H 1.50" BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing "'-AX DEflECTION (span) : L/999 IN MEM 8-9 (LIVE) ls -0.14" 0- -0.09" T. _D.23H ~5I~~~I~~!~CE~~il~60! O:S~ 2-) -10901.lSl 1021.60 0.19 1-4 -10901.lSl 1021.60 0.19 .-S -2176 I.IS I In 1.60 0.40 68!i ~il~60!~ 7-' -401.601 1-9 -401.601 9-10 -1021.601 .. ,-, ,-, ,-, .-, ~u~~sl~ ~ -413(1.15)1 Tm!>~ i[): ~RlI-A2 Te Z.4 Oft 11 Be 2x4 OFl II WEB lJl-4 OFL 5 T AlWARD Refer to Joint QC Detail Sheet for Maximum Rotational Tolerance used IRC/lBC truss plate values are based on testing and approval u required by IRC 170] and AHSI/TPI and are reported in available documents such as leBO 11607. Designed per ANSI/TPI 1-2002 This design does not account for long term time dependent loading (creep). BUllding TH~s~2S~GN m~stT~~c(~~~~~E t~~SULT OF MULTIPLE lOAD CASES. loaded for 10 PSF non-concurrent BCll. PLATING BASED ON Cll,E[N lUMBER VALUES. b~:aIJGe's~nJi~~~0t&'e~~:~i~~;~~;'~~.~iR~b?~~'t1d.g=~2g~dl~~g~l1fhr:iru.lJ~~Pcili1~ ~~aQlel WARNUNC;Read all notes on this sheet and give a copy of It to the Erecting Contractor. ~ ThlsdesignisforanindMdualbuildlngcomponenlnollruSlsyslem.lIl1asbeenll3SledonSpeCillc.abonlllro'<'kledbylhelXJtl1pl'Jf'll!n1manul'actuo'l!!, anddonlllnac:con:lanatwllhlheCUffenloersioMofTPlandAFPAdnignsrandatdl. NcItnp01l1ibj1ily..-.medbtditneftlionalaccuracy. omensions ~ _lo""...nlled bylhecompanenl.....rU'actun!rancl/of building dnigl'lllr prior 10 lalIr'ali:ln. Thebuildlngdelig....muslJSOl!rtlinll'latlheloads l.C;lizeolOtlll'lildelignn'88lOfe1c:eedlhelG.adIngOTlposedtrylhelocalbuildingcodeandltlll~a~n. Thede$gnasumnll'latlhelo~1;tlOnl MOSHOFSKY iSl:oIe.-~l!ybraic:leCltryltlllroofOfI\oof_a1I'IillQ_ltIlIbollOmchotd..lale<alybracedby.rigio_-",""O_ri8ldiledly8!lact>ed. unlellOlherwGe. InoIed,Br~shown..lIOt_'.ISU(IpOftofalmponent!lm."''''''rsonlylO'''''utII!Ibudllingll!ngII'I,Tl'IiSalrnpgnenllllll.l1CJlbepl;M;o!dinany ~ TRUSS !ellYlnJnmenlthalwll~lhe~confe"'Dflhe"""Xldloe.COlelIlll'll.an1/oI'Qllr.W!cnnneel)r~tlJffOSion_F~.l'I<Indle.msta. 4445 North ark Dr. :~ndbface1hillru:Ssinacalrdanc:ew/ltllherol\owlr1QSt:lndards'.JoinIm:lQmirw,jOl!tarRepMI.available3Soutpullron'lrruswalsoftware. Cola Sprln~s, CO 80907 j'ANSVfPlr. WTCA 1'. Wood TfUSSCooncllolAmerlC3S1andard 0l!5llIn ResP)flSitlilftes. .BUIlOIP<lG COMPONENT SAFETY INFORMATIQN_ (BCSll.(l3) and 'BeSI SUMMARY SHEETS' try WlCA and TPL The Truss Plate InstlMe (TPI) IS loated 2158.3 O'Q",trio 0""". Mad'...n. TRUSPLUS 6.0 VER: T6. 4.1 'y"lSCOns,n53719 rIleAmerieao'lForesl~""P_fAlsoci2liofl(AFPA)islocaled31111' '91h~,tNI,StellOO,Was/WlgIOfl.OC20038 ""'I"""j m 2206 1.15 0.51 14761.1S 0.40 14761.1S 0.40 22061.15 0.51 ""'I""'! m 1111.60 0.06 64S1.15 0.211 64S1.1S 0.211 1111.60 0.06 @~w: ~i!JJ UPLIFT REACTION(S) Support C&C Wind Non-wind 1 -1281b 2 -1281b This truss is designed using t.he ASCE7-02 Wind Speclfication Bldg Enclosed. Yes, Importance Factor .1.00 Truss location. Not End Zone Hurricane/Ocean Line'" No , Exp Category"' 8 Bldg length"' 50.00 ft, Bldg Width"' 20.00 ft Mean roof height... 10.n ft, mph "' 85 TPI Standard Occupancy, Oead load., 10.2 psf Designed as Main Wind Force Resisting System and Components and Claddinl) Tribut.ary Area.. 49 sqft !l-6-6 5-8-10 5-B.10 6-6-6 6-6.6 12.3.0 17-11-10 24-6-0 17..1-f! 13 1~_.1-O 2 . 5 r:r.oo -4.001 5-7 I 1.5-4 4-4-15 5"'{ -1'1 II SHIP 3-8 ~I 0.3-15 2,5-4 2.5-4 0-3-15 5=3,5-4 ~ 74..8_0 1O~ 6 7 8 9 8.5-4 I 7-7-8 i 6.5-4 I 8-5-4 16.0.12 24-6-0 'Cust: MARCOTT wo: Drive_C_092905b_L00006_J00005 Dsgnr: #lC '"' 34 WT: TC Live 25.00 psf DurFacs L_l.IS TC Dead 7.00 psf Rep Mbr Bnd Be L've 0 00 f Rep Mbr Comp , . ps Rep Mbr Tens BC Dead '10.00 psf D.C.Spacing Design Spec DEFL RATIO: 6 TOTAL 42.00 psf 128# P_l. 15 1.15 1.10 1.10 2- 0- 0 lRC-2003 l/240 Te: Ll24 ., " ". . HILL & DALE ENGINEERING, LLC 74 EAST 18TH AVENUE, SUITE #5 EUGENE, OREGON 97401 (541) 868-0667 FAX: (541) 868-0888 Page: 11' Date: 09/26/05 Client: SAR 3730 Emerald Eugene, OR 97405 Contact: Location: 3448 Oregon Ave. Job Description: Remodel/Addition Lateral Job Number: 544-05 Design Criteria: -OSSC '04' and '98' and ORSC '05' -Exposure B -80mph winds -Seismic Design Category Dl -Floor Dead Load=lOpsf L~!ATlml!)~,~~f:'1'JOI97 1 -Floor Live Load=40psf -Roof Snow Load=25psf -Roof Dead Load=15psf -Soil bearing pressure 1500 psffor design 'Lateral only, per client, all other design elements by others. .- " HILL& DALE ENGINEERING. LLC 74 EAST 18TH AVENUE. SUITE #5 .. EUGENE. OREGON 97401 (541) 868-0667 FAX: (541) 868-0888 CUENT SHEET NO 2. PAH <::, <-Ie( -05,- CALCUlATED BY. J08. LA--l'E'fi.AL c.ALLs. 'tJ {t,j D : P:::''1-'' :r:.c.e..C-r-. 80 : I~.'{ CI x' ~7t,~ ;' ~~~~ t;J~ .S '3,:>~' r; WJ ,7 -. 7. 7 ('SF 'if- I.-/JJ BEXI '207'/I--1c..- B~ ~ !(,.'-{ (l X~Z-X},,1J .= 'i? f eSF- wwuJ (,S - S.t fSf- u.JLW (,3 -..;:" I flSF (t.. vJlJJ (.7) " 7,( fSf- f(.i...W 08S(lA.I<:"': V'"'-I.Z~s v.J :;:. 1.2-([.I)CiJ(J1)uJ ~./3$'W P- &S '/V..@ U~.llivJ.. ,/W . I <t _ z.o' -. V E.@ 'I' i'!' zss' @ fVe~ I @ 'J'h l ( 1I,J' , V1~ / 12..' 21,..7 @u, ~ ; '- V~ Uy 4.5" Q,c-,7' . .... V"-€) 2'J. . I'f. OS ' . ~ 1 VeQ f(<.o tJ\ f Vlu ~ L<{S' ...... VSu l.. tv~@ r v 2ot. Of DATE . E:y:P. 6 - 'CD f1APti- vJd'JO - oDe... [), - PllCtt..( '9;/ z... , HILL & DALE ENGINEERING, LLC 74 EAST 18TH AVENUE, SUITE #5 CUENT .~ . EUGENE, OREGON 97401 SHEETN"'l OF (541) 868-0667 CALCULATED BY PUt OAT' FAX: (541) 868-0888 JOB' 'Stfy -O~- (/flu. l!) L (fi:; (Q @v. @L @ @ LI1"\sP-A ( CALes, F iU)\J\ I (J,AeJc. AuJM..L"'- '4 CZ<f,s,) t 2<(,":,(4:5)(.,5) "'- /53 (.1-< v= 1::,3(~.2"-fS,S.) ~ 21nv. UJo = Z).C.7(ZSj(ZZ",S) "'- /lot<.,S,1J, L6 --I<.o~("S(.I) ~ 1i..a'C7..J.}. AWA<I.. = '8([4.::') = /9~ U- '- V~/9G (~.g-~s.s,)"'- 2$o3)JJ !}J~' 2O(::,o.n)(20)~wCq.SX2J.(.,7)=1?.71t.J). Vs -/7..71 t(.l) ~ /2..7z...J..J. A-w",,-,-- ... 2DC:1,) -:: Wf-.f L !\-(<t:,QF- "'- 2:Uif; ')... 13z..U'" V.,. '?O C'%", 1-1- S/l)-{-/~,-( 3,( .t7.!) ~ 2'(02'>>' 1..0 0 ~ z.o Cz..s,.S )(U>) '- /'7.. 7SOJ.J, VS =r'L7S6(. ()-- 1 27SJJ,. A- vJA-I.L: 1'1.~ (1:) : ~~U-~ ~~ =/~~~~' J 7(" rft 11""'01"' S ('if ~ -. IDS (1-'- U-2>8'"'Ct',() "'\?3G.I) of 7(,($1/) ~/OS(7,1} . 18'(.,Oh {,S. I) 0.1) Cf. I) (3.1) ~ /t 2.(.,JJJ. uJo "'-ZSCZl')C3o") -=/S?so.J.). VS ~IS7SC(.1 )~ 157$.v SinE. /".IM3- , AWIHL:' ZI,t.,7(lf) ~ nu"- AcI-ooF-'" 2:S.~7(4.S)--/I~ U--'- V=~7(?".'6'''S,s) -f IllP (3,3n.7)~ 'Z5ZO.JJ. f+uJACL =- 2J. '" 7 (%) --/73 V- ~ V:.173(8'.~ tS.S) '- Z-'f7<.fJ). AuJlILL =- 3S(4) -; "l-,""(~)(.5) ~ 21'1{J-L V"2.19 Cog, I 1::;,/) "- 289/~ AWACC ~ z-(A.. 'I) -/ 5C.z..iJ )(,S) '-IV'! UL 1/-/Co<JCg',I-(S.l) -- 2.2.31...tk. . 'HILL & DAL6 ENGINEERING, LLC , 74 EAST 18TH AVENUE, SUITE #5 , EUGENE, OREGON 97401 (541) 868-0667 FAX: (541) 868-0888 CUENT SHEET NO. 4- 'oJ, N: OF CALCULATED BY DATE JOB I c: c/c/-6C; LATEl-AL C.ALL~ l/__ ('1+/ c-S lit <.L "- 7C, H CS) ~=- ~O:;lJj -0 =- (0'9<'1/ =- 7yJvh I u. / 15 . (f-A QilVl ~ fCf1 'f ( t) =- nS2..h (J- f-'f\I\ =- ZJ:, (IS-- (;'-f, 2..S KIS) "-CS) of fO(r ].(5) ~(.S) I =- 22-Cl'?;,I.J.JU- uP LI t:- T~ \-JE.c,. U,,--: €-'f.I S II f'J& TO IlEAlMJ ~U,~ NO(lEi/(~/6N tt.~. V;L ~W~ + f!.9iCS) ;7q1~jj, --0'L =-Z-'f9:yZO ~/2-So/l-t OTfIA"-Z-<f'9<'> ("6)~ (9"10'l)Y.,(J- A fVt. ~ 0/3 r /S-Vf. t':>'(ZO) t(.S) +/O(t..7)(ZlJ) f..(S) 7 -o-0;'1S60hfj uru Fr =- WE-(.. l/z..",-- : ~7'ANO. U...N{5l. (\JAIL. f.YJ It 00. !4-NCJ'{, ~.. l/Ju.. : 51A-~O. ut~f,L. NA-I L . t:JJ A-f)(J. f\ \'!.ClJ . iZ-ECl-. U7.. cA,Lc..S, Vz-CL =- 109'1 O! 7r'i'f .11l -0t-u :/OQ/fo-t-9 -=-Sl?o/U QIM" 52'('61.:..10) =- lj.{p'(OJJ./-j,.. '9 -. 'ft7iJ:Q). 0. 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