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HomeMy WebLinkAboutMiscellaneous Plans 2004-9-1 . CITY OF SPRINGFIELD Development Services Department Building Safety Division Residential Plan Review JOB ADDRESS: 'lD~ ~ .. CITYJOB#: ~. 3\\ OWNER: Hayden Homes PHONE: 228-1081 . CONTRACfOR: Owner PHONE:. Items listed below (if any) and those inarked 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 Co=only Missed Items". A c~.........onding number is marked on your plans for any iteins 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 .si~ on the Building Permit ~ana............ent 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 \.'IOL.i\TION OF ANY OF THE BUILDlNG SAFETY CODES OR OF ANY OTHER ORDlNANCE OF THE CITY OF SPRlNGFIELD. PLANS REVIEWED BY: _Bob Bamhart_PHONE:_726-4652 I. ELECTRICAL GROUNDING REQUIRED IN NEW FOUNDATIONS: ... Oh new construction, a #4 concrete reinforcing-bar electrode at I(!ast 20' in length shall be installed horizontally at Or near the bottom of the concrete fOoting at the location of permanent service entrance. A second bar, at least 1/2 in diameter shall be stubbed up a minimum of 12-inches above the floor plate line near the serVice entrance panellocCltion. The stubbed up "O\~.Ti~,.. ~..,,,,'4;;,&-"'1' l",.;~i.!...:'l-.'\1 0. ;ui:~:,'~'.:A. -' ,<:~,."....",...:-;";"., ~l . 1;,.,.,"..",~.'''.Jll ~~.... <-:;- .-; . ".\ttDICJ~J" 0, '1{:~~,~l '.,;!NE\'.\';~' _..~....-..: CALCULATIONS . STRUCTURAL BUILDING DESIGN. FIRE PROTECTION coqecoNsULTANT. PLAN Cl:iECKlNG . CONSTRUCTION INSPECTION ' L [/Jf.tJL . HAyDEN /-!OI'V\ES J() k I /L"JPSPG:R JII SPfl.IN~P8-b J oft- .. JOPJ DE'i:~ CLIENT SHEET Nf"I CALCULATED BY CHECKED BY w.o.. 1 (/-I'It::t::I.J 110/0;:--( I OF S' ,hV /6'38") LATE(V'L ON &Pi'V/&€ DO<VL WAl...L. LfJ' Oil 1..4' DEEP G7iW-\cf€ ~ THE CAf.~ 1L.1 l,;(r--- ,,~E~'- OF P~N OK. > .~ r.81.IEB.lA WINJ) f/Jf:?:D' 90MPH . . t:::,VOrl.fl.lZ : {j" S~IJj'nlc. ~/J, "Dr' S/IIOW L.oAO, U?pSf Site and soil conditions hot observed by Mortier Engineering P .C. Allowable soil . bearing capacity of.!- oW Dsf uS\ld. 1245 PEARL ST. . EUGENE, OREGON 97401 TEL: (541) 484-9080 DATE DATE CLIENT TI/-I ype:J..J SHEET N'" 2- OF 5 CALCULATIONS f?z;;, CALCULATED BY DATE Sl1IUCTURAl BUILDING DESIGN. FIRE PROTECTION CHECKED BY DATE CODE CONSULTANT. PLAN CHECKING I C;;S'1 . , CONSmUCTlON INSPECTioN . W.o.. / r-m;~ ~("'N' ~'i' , VI; 'Lo' WIN!) w~'W~ 8./p.v: Lw'W d5Jpl<: v..' Wit '53,:> Ii: '- 'N h..,' ,..., P 'if: rE'ISiOlIC , y, . , 3'. ,1I"'1W 1245 PEARL 8T. . EUGENE, OREGON 97401 TEL: (541) 484-9080 CLIENT l' 1f-1'-1=/Y , . :J / CALCULATIONS SHEET Nt"' OF <, .np CALCULATED BY DATE STflUCTURAL BUILDING DESIGN' FIRE PRDreGnDN CHECKED BY DATE CODE CONSULTANT. PLAN CHECI()NG I bJ8<(i 'CONSTflUGnON INSPEGnON w.o.. .~<:;-.:; "'oltT/', ==,-10" C.~\t:1t.:1iJ~?~ "!.h';.',"''''''O<'''''''t.~ "''''~. .i~~' ""'''''"1'* 'J .(..I:.:Jlo!.,~.wi~,0 i1o'.;=:;1';:":: ~^;'EE\\.\/ _.~ r/~ Yes 'tv /~D ..., ~ A..,; 54(;'- IQ,,<., 0 II r, , "",' "'iljft"'V~'/f'~tCj.IY'Ii) 'e4{;''-l~.'JPld7.')prr-)~ /6J/Lb5 JE'I>MK. " t.c.. . . W: 6)) Sr-(1.-1'l(/4'} t 8,ort< C ~)(lI4')_ 5'oOOU,f (j1.J)l1<.lJ" Vj~ t'DooL~5 Cll';) '" 9')"l.-LbJ r<.cnc;.L.V~ Vcr UN II fJ..IE;vJ,I1.... 1~)")(..~\Ay" : t../'i/:'pl.r Ci I,. G2J vvt> FrWs f-t 7' ~'L., 0.1))' 6' '1 " O"'I'1~' G'~q'J ('-I'I6fiu) LH;)~ 7'1/0 (,6-fr T': 5i1i>U.-{/u.." = 28'2.JUr j7;TTI'l '. 076'/0 1245 PEARL 51 . EUGENE, OREGON 97401 TEL: (541) 484-9080 CLIENT 11..'....-, . l(. t" SHEET N/"I ,OF ..., CALCULATIONS CALCULATED BY frO DATE STRUCTURAL BUILDING DESIGN. FIRE PROTECTION CHECKED ~Y DATE CODe CONSULTANT. PlAN CHECIONG /((?~ , CONSTRUCTION INSPECTION w.o.. BEAM PER PLANS~ DOUBLE TOP PLATE---------- I "i( / II II I II I l' , (1) 2x6 BLOCKING FLAT w/ (1) 35" LONG CS16 STRAP -./ ' NAIL ALL HOLES NAIL WALL SHEATHING TO BLOCKING , 8d @ 3"o.c. STAGGERED ~. ::;; ./' 7/16" OSB Bd NAILS ./ 3"o,c. EDGES STAGGERED--"'" . (2)2x @ EDGES i i ;..,. .- HTT16 HOLDOWN~ ~ ( S5TB16 ANCHOR CONC. STEM WALL --0, . . ~ f CaNT. FOOTINGJ; 22"MIN' , .... I Co. ---> , C) DETAIL AT FRONT OF GARAGE N.T:S. (TYPICAL EACH END OF OPENING) 1245 PEARL 81 . EUGENE, OREGON 97401 , . TEL: (541) 484-9080 CALCULATIONS SHEET N" c; rD. CALCULATED BY STRUaruRAL BUILDING DESIGN. FIRE PROTEC'TlON . CODE CONSULTANTo PlAN CHECKING CONSrRUC'TlON INSPECTION CHEC.KED BY w.o.. OF r:; D~TE DA.TE j ('38;;:; ~ ~.'~~ I': ~ (~~~r) ; 1'4' CEJLN.1 ~ _ _ .oos:r: &. . L~ ,~""I", . . i ~. I. -;; - I. ~"\. , . :1 UVMC::ll:X> Q ~ .. ~ . . '- 6H(.UV~ - -: ~-r:. 81 ~'8~ . ;-f'~';"~_. Ii . CJ:d:~~ UT- lITaLI. ..... . p~.::w~D . . r--f :t=:~. . . """"""'" ---1'~~ .. .'~ir..,. . - "'J.t... .. ~ Elf t ,'-e'Cl..ll. -~ &8 lA,1J,@ ."on"""". , ".,' IT. .:::----T~:I N" ~. ~Ar;>~".: ." ~ """"""'" ~"'Tl1"e')('Cl'" =tI..~ RRI! TAJ"'E M fISQ'D 1ST C<lOI! ~~ opllOM) . ...., .MFOR GARAo::i! THtRO IS4T ...,.,." au: 610ET A' . AIlllI"Ollt ~aAoT~ .,.".... I / &. ~II r..-----------.--------p----------.--l , , , , : : , , : , I r ,I1lN\I2'li"':.C:O.. : . I I GAJt,.tt,GEl', ~ll.LAL.L6.C1APt.CElLMl, : . r=: ! :. NCl ALL ~ enu::nlUl. ~ 1 ~!- ., ,,~ I ____--('~,... ~ : I 81 ' r. f>ARn~L Ir! r-L{~ PWON /'liS " ~. .J .J '. I. ',' . , L I '_l_l,-I.I_-'--L.. ...I...... (. t. r 1- '-__' 1 'OJ T I 1-"," ..:...............;.:':.:':,.. ~ _ . :~~ >:;~1J1-I/'" . - -~~.:::,,:: : : : :y-:'" ~-/ . - - -- . . . . :-~-:r;~l _ 1~I=r ~i -1 _t J[ , ~~ - ,/ ~~7:"_~_...: r;"O""~-ELEVA TIO,," A COI..U'tlTOQ4l"'06TA&~ ecA.l.JLlI4'.r...,'(AftCl./CleI-EeTl . .IN! ~......,.". e!Ya.c lCA.I..JL.lIa'. r-r.clbcl1 ewEST) . . S&::.. t::;,.c-,..- . Q .... 1"'/(; F'JQOM-.. . ~~ "'elr- . G-,~ " , 1245 PEARL 81 . EUGENE, OREGON 97401 TEL: (541) 484-9080 (1/ - , Erosion Control Conditions, , Sediment and erosion control measures shall be in place and functioning before clearing and grading begins. Wet weather conditions are in effect October 1 through May 30 and may be extended as directed by !he Public Works Director or the Community Services Manager, Temporary erosion control facilities must be designed for the 2-year, 24-hour storm event unless otherwise specified in the design conditions. Whl'ln developing sediment control practices, the following shall be considered: use of straw bale dikes, silt fences, compost filter berms, earth dikes, brush barriers, drainage swales, check dams, subsurface drains, pipe slope drains, rock outlet protection, sediment traps, and temporary or permanent sedimentation basins. . 1) Construction site entrances are egress points for vehicles onto paved roadways constructed as "a means to prevent vehicles from tracking soil from the site, All projects shall have an open graded gravel construction entrance not less than 20 feet long and 20 feet wide placed in a location in which all vehicles can traverse the entrance to enter or exit the site. I~ most cases, the most economical location for this entrance in directly behind the curb cut in the location of the future driveway. The owner shall maintain the graveled construction entrance as necessary to ensure it is functioning properly. Additional measures may be necessary to contain sediment from the entrance on site, 2) If sediment is tracked offsite, sediment shall, on a daily basis, be swept or shoveled from the paved surface. Sediment laden runoff from construction entrances shall be directed to sediment ponds or traps on sites, 3) Under no conditions shall sediment from the construction site be intentionally washed into storm sewers or drainage ways. 4) The APPUCANT/OWNER shall erect and maintain sediment barriers along the perimeter of all low-points of the site where sediment-laden waters are likely to pass. Examples of barriers are sediment fence, compost filter berms, and open graded rock below in the sidewalk area below the curb grade. 5) The APPUCANT/oWNER shall be responsible to prevent any soil or materials from leaving the site, The APPUCANT/oWNER shall anticipate the worst case weather conditions and place adequate erosion control measures prior to an event Failure to provide erosion control measures and prevent sediment from entering the street, drainage system, and surrounding properties may result in a stop work order and additional fines and penalties as well as liability for any cleanup or costs, 6) Temporary stockpiles shall be covered with plastic visqueen, The visqueen shall be anchored so that it will not move under heavy wind conditions. Stockpiles that will remain in place for more than 2 months should be seeded and covered with an erosion control material that promotes vegetation. 7) Under no circumstances shall material be stockpiled, temporarily or otherwise in the public right of way, All stockpiles shall be contained on the APPUCANT/oWNER'S property. B) The City of Springfield or its agent may require modifications to the erosion control measures at any time if the erosion control methods being utilized are ineffective in preventing the discharge of sediment to natural features (such as wetlands), surface waters,-storm drainage systems, adjacent properties, or natural features. If drainage problems to adjacent properties are caused by or as a result of activity on this site then the APPUCANT/OWNER may be required place additional storm drainage measures to remedy the situation. EROSION CONTROL CONDmONS PAGE I OF2 . . . . 9) The following items must be considered when planning for construction on a site . Fit grading to the surrounding terrain . Time grading operations to minimize soil disturbance . Emphasize erosion control measures to stabilize disturbed areas . Retain existing vegetation wherever possible . Direct runoff away from disturbed areas . Minimize the length and steepness of slopes . Use energy dissipation devices to reduce runoff velocities . install permanent storm drainage facilities as soon as possible . Manage clean water to prevent it from coming into contact with exposed soil 10) NI erosion and sediment control measures shall be inspected at least once every seven (7) calendar days and within 24 hours of any storm event by the APPUCANT/OWNER 11) NI erosion and sediment control measures shall be inspected daily by the APPUCANT/OWNER during periods when storm water runoff occurs. ". 12) Storm water runoff discharges shall be visually monitored by the APPUCANT/OWNER at the above frequency to evaluate the effectiveness of the erosion and sediment control measures. If sediment is leaving the property, cOrrective action shall be taken immediately by the APPUCANT/OWNER to reduce the discharge of sediments. 13) The APPLICANT/OWNER shall allow the City's representative, upon the presentation of credentials, to enter upon the APPUCANT/OWNER'S premises to inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices, or operations regulated or required under this. permit . 14) Erosion control on site shall be maintained by the APPUCANTloWNER until either final occupancy is granted by the City of Springfield Development Services Department or permanent vegetation is established, whichever occurs later. , c EROSION CONTROL CONDmONS PAGE20F2 ...2..;;.;4 '1~ ~~'3 FRi:JM: GENE STRINGFIELD t:,RO.I ';fi' 5~1~689-8266 TO: 8953461 P. .001 ~00'r --.. <'::'" . ~~mt.. .'-,q~ ~~_1\Idcus 8.'S$drlnlNuml:ler.......~L-.J , 1 &:l1llOO4!:28<lll"" 1J.,..t:lr1gtM~i.tS.33 Garage door header, non port;Il.!l1lme. 12" overl1ong l' roof ir1b m>d g~bIti enil tnm weight. ~1/2" X 12"ClaSslcGlulam'lM (24F -1.8E Framing DF). . THIS PRODUCT MEETS OR EXCEEDS TIlE SET DESIGN' CONTROLS FOR THE APPLICATION AND LOADS LISTED . M.in"er IlIOp.:Ofl2 Roo' 8lopeOfl2, . .1,...... " , . I [j]~ " 'S'IO. 1 ~'q> ,. .., .. 'ProduCt DI~ I', (>~nc.ptwd. , . All dlmen.lon. are nOrlzonbl. 'r~ A/I.iY:S1s ,. ,lor nHeader (Flueh Beam) Member. Tributary Load W1C1t1l; 2' Pdmory Load GroUp- Snow (P!ll): 25.0 lMIAI lIS ')IdumUon, 1S,Oo.od VerilC8l Lo.dS; . , Type Clio.. Uvo Tepered(p11) F1oor(1.00) 0.0 To 0,0 TRpered(pll)' FIoor(1,OO) 0.0 To 0.0 "". ., ,., , ., , ' o...d, 20.0 To 60.0 5O,O:to 20.0 Location OTo8'10" 6'10"To 16'10" AppllC.lltlon Camlllen' Add. To' I\I:Id.To' """ , ' , , "1 " , , .f I. . SUPPORTS; , "" Input' Beating VortJcal RuclI""a(lbe) Width Lsnglh LlVelDlI8dIUplltVTotal l..W,xxlcalumn a,5O" 1.GO" 4~1/631.1011052 2.' Woodco\umo 3.50" 1,50" 421/835/011056 ", ~ . . . -Soe T J SPECIFiER'S / BUILDr;RS GUIDE lor detal1(s): By Olhers Da1:lII OlhOr ,', II By Olhem None By othOr.l None .... . I'll ".1,., . .,. ,. F.~8IGN COfoJT~ I,. J' .". '. Maxlnium Doslgn. cOnlrol Control LllCUlUnn 6hear(lbe) "1038 '.910' 8Z79' . PasSed (15%). Rlend Span 1 under Snow Ioad1nQ Mo"""'l (f'\.Lb$) 4437 4437 19320 Passed (231') MID Span 11/l\Cler Snow IoadlIlJ LIve Load Den (1n) 0.092 ' O.SSOPaosed (LIll-) MID 8",,",1 IllldeI' Snow loedlnil Tolaltood Deft (lit) 0.238 0.825 Pos.ed (IJlI31) MID Span "~.. or SnoW Ioa~ -Denectlon Crftella: MINIMUM(ll:U380,Tl.:LJ240). '. . ".. . , ~racing(lJl~ All compreeaton edgna (Inp BIlll_) must be bnlQed Bl 14' 7" 010 unI... C1elalled oihe.wra.. Propor allGohmeni unci poaltlanlnQ cf Intend, bradllllls reqWred to scl)llMl mamber elRbIlIly. ' . '. . . . . ."'. . -Design ......mea Ild.,quele oonUnuOUlllllleMl sUpport 0' the coni~on edg.. ,'AOomONALNOTES: ..' ". . , .'" . . -1MPORTANTlThe snalyale p~led Is oulpullram ,,:, .', ~evelDped byTNsJol8trrJ~ TJWBn'W11e the elzlng '!llia produO\e by lhIe IlOtlV,'Blllwll1 b. .' eceompllshod.ln accorda_ wIlh T J l"nduol deelgn crtIelInn~ cod. occipled doslgn'lel..... The .poc:lno produd. appUCBllon. Inptl! dMICn loa<1o, ilnCI, stated dlmaMIons have been,p'OV"1ed by the sollwam IIll1!r.ThIo output """ nol beetl' Ill'Ilewed by. T J AmlolBfe.' , . -Not oil pruduCle "Ill niadUy......Uall/.. Chec:k willi your ouppIlor or TJ lechnl"'" ropre_tIw> for producl evallobUny, " tHIS ANAlYSIS FOR lRUS JOIST PRODUCTS ONL VI PRODUCT SUSSTrruTlON VOIDS THISAJoW. YllIS. . , ~A1I0W8b1. GInlOo DeoI1ln molhodo1agy WBII _C1lor Bu1ld1ng liode UllC ent\lyllng O,e TJ i>mtrIbuaon produol \l:Ited above: .The Dnalyols' PreOented Is BppIOpdalo lor C1llA01C l3Iul.m'" 1loams, by Weyerheeuser, , ,1111 '. ~. , , PROJECT INFORMAnON: HR}'dOl1 Homes IS garage door hoede,: parallel 10 Iieinge lNo9layoU\, OPERATOR \l!!FORMAnON: Tmy Lan....lor Gene Strtngtleld Ilubdlna MaWI.' Co, , 1',0, P.. 2707 . Eug;,n.. OR .A74~ Phone , 1;41-8B9-3014 FQlt. :601101100-8286. gsbmClrOY@qwest.net t "..~:}, .~~.. <:t'f)'r1'illt 0 3GO. by fl:WI Jo11'1:,. . W"NM"lIl1N:-&lidn'lOl' f..l...~ 1. " ro'(l,LoIllI"tosd t.CllcIaRrir ot ',F1I1l J4J"I'IIO, Ch.llIl11o ~."M" LII " trad"WI~.k Df ""Yt\,rhIo"~-.r: // ....../ ;/ /' ,,,,,/,-, ,/ ," ........ -----. -to;, -' /' .",/ ~,//. --"'~ .-...--/ ,/,,, ---~--- --.-----".------------ .-...-. . ~.!/ ---_.....' ----- ././'~... -,."_.,,,/,,._----'-----'/,.- SEP 01 2004 4:28PM HP LASERJET 3200 p.2 JOD I russ ,russ 'ype Ul}' !"IY nayaen vascaae'p,"( 111112)SS ' CASCADEA AGE KINGPOST 1 1 , ." (optional) . ....,..:V'I. "SRf's lIlav lb ;tUW MlleK Inauslnes, me. Man Uel",," .,":.,":.... ""VII..: !"age 1 " ne 'NSS VO., eugene, U~ ~ ,...~-- I'\.().()\" l-G-O 7~ 7-6'() 15-0.() 7-6-0 ,~6-M, l-G-O . 5aIIe.1:39. 3><5= Stud 16' a.c. From Left To RIght ~ ~ 6,00(12' 2x4uE"/-'l ~~.~o ~i F~ 2.().() ! I I - I I I ~J.. :"1- -_!e: -J~' 3x5 = f \;i ~ II 2l<4 II 2x.4.. 2x. II :Ix< II H2x4 II , 3"" 2><<11 D J' "'~"3~:~ '" ~ _~ y ~'~J~~ I 3x5= . 2M II 2M II 2x4 II 2><<11 ~, 15-0-0 15-0-0. LOADING (psf) TCll 25.0 TCDl 8.0 BClL 0,0 BCDL 7,0 ---.-,"- LUMBER '-'1P CHORD 2 X 4 HF NO.2 , '(~ CHORD 2 X 4 HF No.2 JnERS 2 X 4 HF Stud REACTIONS (Iblslze) B=186/15-0-0, l"195115-0-0, U=188115-0-O, T=78/15-0-0, S=85/15-0-0, . . R=128115-0-0, Q"118/15-0-0, P"72J15-0-0, 0=61/15-0-0, N=220/15-0-0 . Max Horz B=-27 (load case 3) . Max UpnftB=-9(1oad case 5), L=-8(laad case 5), T=-2(laed case 4), S=-7(load case 5), P=-10(load case 3), O=-5{load case 3) . . Max GravB"186(loacl case 1), l"19S(load case 1), U"189(loacl case 6), T"78(load case 1)/1 . . 5"90(1000 case 6), R"128(IOad case 1), Q=118(laad case i), P"77(1aacl case" 0(' ~ , ' . 7), O"62(load case 7), N=220(load case 7) . . $>' FORCES (Ib) - Flrsl Load Case Only . " ~ ,,: . TOP CHO~O' A-B=28, ~=-77, C.P=-64, D-E=-55, E-F==48, F-G=-63,G-H=-83, H.I=-42, 1-J=-54, oC f _ J-K::.68, K-l=-81, l-M"28 . BOT CHORD B-U=32, T -U"32, 50 T"32, R.S=32, Q-R=32, P.Q=32, O-P"32, N-O=32, L-N=32 WEBS C-U::.148, D-T=-68, E-S=-71, F-R=-101, H.Q::.92, ~-e1, J-O::.56, K-N::.170 NOTES . 11 This truss has been checked ror unbalanced loading conditions. 2 Truss designed far wind loads In the plane of the truss only. Far studs exposed to wind (normal to the.face), see MiTek 'Standard Gable End Detail" , .'. 3) Gable,requlres continuous bottom chOrd bea~ng.' . 'EXPIRES: 41 Gable studs spaced at 1-4-0 00. . . -5 This truss has been designed far a 10,0 psf bottom chord live load nonconcurrent with any other live Iaads per Table No. 16-B, UBC-97, . 6) Provide mechanical cannectJan (by others) of truss to bearing plate capable of withstanding 9 Ib uplift a1lo'nt B; 8 Ib upllftatJoInt L, 21b uplift at Joint T, 71b uplift atjolnt S, 10 Ib uplift at joint P and Sib ~m~~nt~ . 7) this truss has been daslgned wlthANS1fTP11.1995 cr1t.e~a. ')AD eASElS) S1andard' "~.._~ ,WARNING - VERIFY 01:$100 PAI!AM'lEIIS AND READ All NOltS ON THIS AND TRUSS DRAWING Nom mom; USI;., OellQnvald ~ use only with Mirtle ecmectcD. 1tU dB$Vl1I tDed ally upon porameters ~own, on::Ils for en lrdvt:b::JI btJIct"lg ~n1 to be InstoIIed and IoodBd wrtk:oIIy. ~eobIItyof d~ poromeletlcnd propel- _. ,".' ..... _ ofOCJr't'l)Ot'len11a rosporGlbl'lIyof bUIdng d8s1gwr- noItMsdaslgner. BrocIngthown II fOI k;Jterd arpporl ot lndIwt"a1 .....b fTltllTbM ct'Cy. Adc:ItIOnaI temporcfy brodng to Insuro lfobJl.1V cUlro constructIOn Is the responsbllity cf tho erector. AddIIIonal cermcnent brachg 01 the O'4rol1l11ructu'. Is !he r~ of the bUk*'lg dollgner. For geneta O'.JIdalce regorcn;J :u:..:,... qt.dtV cort:ro'-Iforoge. det.llfY. ..etIon and brochg. conult Q3f-88 Qu;;Itty ~ DS8-89 ~ochg SpeclI'lcolon, and HB..ol -ioncnnO hst""" and 8lacIng Reoommendatl:ln.~1e !'rom TruR Plot8 ....lItutll. SM D'OnOrrIo Orhoe. M:xisi:n Yt'163719. SPACING 2-0-0 Plates Increase 1.15 lumber Increase 1.15 Rep Stress Incr YES ,Fade UBC97/ANSI95 CSI TC 0.09 BC 0.06 WB 0.Q3 (Matrix) DEFL In (Ioc) Vert(LL) nla Vert(TL) 0.00 M Horz(TL) 0.00 L 1 5t LC LL Min IIdeft = 360 - '" ,--- BRACING TOP CHORD BOT CHORD lldell . nla . >999 nla PLATES M1I20, GRIP 185/148 Weight: 60 Ib Sheathed 1llli6r..., Rigid ceiling directly applied or 10-0-0 DC bracfng, . 12/31/02 OOT 3 0 2002 ~ the'l'RUSSco. .IUIUXNGSUPIU' JKC. SE~ 01 2004 4:28PM HP LASERJET 3200 p.3 "JOO I russ I russ- .- I Uly l'Iy : Vas;; I",.scaaelt /la.wI J'IV 12 . 1 . l<oPUonBl) ~l"\1 S NaY "Ib t/.uw ~lle~ l/ltIWUI8S; lOC. YVetI.lun I,) i 1:&+;1; '" "UVl t"age 1 (;ASCADEA A ' K1NGPOST Ins IrusS\,;O., t:ug9ne.uKl:I/qU~ "."V'l ."'-""- ! . j' j ,-'.(loO, 1-<>-0 7-6-ll 7-6-0 , 16-0-0 7-6-ll 1~.J.. . , 1-<>-0 Sad, . 1:. ) .... = c , s,oorrr "1 -w- ~ . , ~ B/~ ~v~l F 2>>4 II 7-&-0 7-6-0 15.(l.ll 7-6-ll DEFl In (Ioc) Vdeft' Vert(LL) -0.08 B-1' >999 Vert(TL) -0.15 B-F>999 Horz(TL) 0.01' D ' rJa' 1 st LC LL Mln Vdefl = 380 lOADING (PSI) TCLL 25,0 TCDL 7.0 BelL 0.0 BeDL 6.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15, 'Bep Stress Incr YES, , ~ode UBC97/ANSI95 CSI TC 0.91 BC 0.54 WB 0,09 PLATES. MI120 GRIP 185/148 WeIght 44 Ib , .. '\lBER ' '. . 'n CHORD 2X 4 HF No.2 rCHORD 2X4HFNo.2 ' , . BS 2X4HFStud REAC.TIONS fib/size) B=660J0.5-8, 0=66010-5-8 Max Horz B~27(load case 3) , '. 'Max UpllftB~104(load case 5), D~104(load case 5) FORCES llb)- FIIllt Load Case OnlY . .' TOP CHORD, A-B=14, B-C=-629, C-0=-629, D-E=14 BOT CHORD B-F=558, D-F=558 WEBS . C-F=116 NOTES II Thle truss has been c:luK:ked for unbalanced loading ,conditions. . 2 this truss has bean duslgnad for the wind loads genarated by 80 mph winds at 25 ft above ground level, using , 7.0 psftop chotd dead load and 7.0 psi bottom o:hOrd daad load, 100 mi from hurricane oc:eanlina, on an - occupancy category I, condl1ion I enclosed building, of dimensions 45 ft by 24 ft wlth axposure B ASCE7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are axposad to wind. If porchas exl.~ thayare a!'\losad lowlnd. The lumber DOL Increase is 1.33, and the plate grip increase Is 1.33 _ 3) thiS lNSS has been designed for a 10.0 psfboltom chorcllive load nom:onc:urrent.iMth any other live loads per _ Table No. 11>-El, UBC-97. '. . . C) Provlda mechanical conneCtIon (by Olhelll) of truss to bearfng plate capable of iMthstandlng 104 Ib uplift at joint Band 104 Ib uplift at loint D. . .5) This truss has been designed wlthANSIITPI1-1995 aileria. BRACING TOP CHORD Sheathed or 3-5-15 DC puriins. . BOT CHORD RIgid c:elDng directly applied or j 0-0-0 DC bradng. ') ,'~ .. LOAD CASE(S) standard' I EXPIlIES 12/311 0 ~ ~' .~ )'I'ARNING - 'lfRIfV ,?~~IG" ~E1ER$ AND READ AlL NOlES ON THIS AND TRUSS ORAWlNG NOlE$ mORE USE. ~ ~valdftll'UI8cdywnht.ITek~ Thlloe;gnbbJsedonlyl,pon... . ,ahOWI\aldIl1oranndMdualbUldlno_.",.......~., ICbenstalledmdlaoded . ,: vM1icdly. Appl:abIItv 01 dlNIgn pcmnatvll md proper __..:...,........ of .... .......,...1 II '8$ponslblllty of bulding CINIl:ritr. not fMs designer. Ikachgd'\O'llln 11 lOt' kJteral ~ of h$JSdual w.b memblll only. AddIttonal.. ....'.', brochg 10 It'lsI.8_ ~ durhg construction II the , _.0" _.~"" , of the ..do~ AddIllonol PEtl1l(l'lenl btacng otthe overollftuctU'e II the /WiPOnsIbIIty 01 the bullirQ daslgner. For ~-aI gUdalco ~ k:brioafIon,. q.dty corbo!, storage. dGRwrv. orectlon and theTRUSSco. brochg. COl\SIAt QS1-aB QuaI!y StoJldO/11, D5B-a9 EIicd-IQ SpocUlcalion. end HI&-91 HondIIng Ntallng and Broclng .\. ... .. ~,. . <W'C:OabIe from TI\JIS Plate hsfttut.. MJD'Qloll1oD1'....ModIK:'nWl~119. . ItJIUtIJ)INQSUPPL1'DCC, SEP 01 2004 4:28PM HP LASERJET 3200 p.4 ~-~. TNss --[Truss Iype ..._m.__._ . CASCAOEA A1 . I ROOF TRUSS , ~e IruSS \"0,, t:ugene, un. ~/4V"'. --- _... '''[Qly'~-JP1Yl nayaen l"a5C8"" tf{9064i "" 12 ';1 , . ,,' !' IloP!ionall 4.20r-sRrSlllov 'II> "w~ MiTeI\ nou.mes, ,"0. , ! . . . ~ rn i\ug "n 11:,,',:,)1 "OOl'l-'uge" .....~ ,,1.0.0 . ,-0-0 1 -e.o 1 -e.o -+ -,----~_.~-,_. 1-6-0 ,16.0-(1. . . ,-0-0 ,. J; Scale 111:!3.S 4xi1 II C " ~ / 'S.DO(1%" ;/./ ~~, M;,/ ~/ Y/," B ~ .' ~ c:::. .'.'- .~~ .:-.. - ~; G 2Jl411 C-E ~D . . iJ~tt ~F 2><411 4-4-1 4-+ll . '.~te ~~5elS i^::': 'lG":\HH1.U-U-UJ ..1!!:!:!l, ,___._ S.1-11 10'+:L-__~ 0.1-7 4-+9 .---~.... ,--. ___h__ '.. _ .. lOADING (psI) TCll . 25,0 . TCOl 7,0 BCll 0,0 '""'nl 10.0 ' . .__..._,_J_ " ' . "P'~~'bRD 2 X 4 HF No.2 _.iT CHORD 2 X 4 HF NO.2 WEBS 2 X 4T HFsPF StudJSm SPACING 2-0-0 . P!alas.lncrease US, L_ber.lncrease 1.15 Rep Stress Incr YES COde . UBC9l1ANsI95 CSI TC BC WB 0.85 .0.42 0.27 DEfl . In (Ioe): Vdefl Vert(lL) -ll.OS F-G >999 Vert(Tl) -ll,12 F-G :>999 Horz(TL) 0.0' F nla 1st lC LL Min Vdefl ~ 360 PLATES MI120 GRIP 185/148 Walght 50 Ib BRACING TOP CHORD BOT CHORD Sheathed or 4-1C>-5 oc:: purtins. ' Rigid ceiling directly applied or 6-0-0 oc. bracin9. REACTIONS lib/size) B=556JO.~, D=339r0-5-8, Fa4114r0-5-8 , Max Horz B~27lload case 3~ . . Max Up11ftB~79 load case 5 , D=-62(1oad case 5), F=-38(load case 5) Max Grav B=5580oad case ), D=339(1oad case 7), F=4ll4(load case 1) FORCES lib) - First Loed Case Only . TOP CHORD A-B=14, B-Ca.442 C-D=27, D-E=14 . BOT CHORD B-G=392, F-G=301~ D-Fi0.24 WEBS C-F~99, C-G=13~ NOTES 'll This IIlIss has been checked for unbalanced leading conditions, 2Y This lIlIae has been designed for the wind loads generated by 80 mph winds at 25 ft /lbova ground lavel, using 7.0 psI top chord dead load and 8.0 psI bottom chord dead load, 100 mi from hurricane oceanllne, on an occupancy category I, condition I enclosed bufldln9, 01 dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSl95If end verticals or cantilevers exls~ they are exposed to wind. If porches exist, they are - ex~OSed to wind. The lU1\ber DOL Ina-ease Is 1.33, and the plate grip Increasa Is 1.33 . 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per . Table No, 16-B, UBC-97. , . 4) Provide mechanical connection (by others) of truss to beartng plate capable of withstanding 79 Ib uplift at joint . B, 62 Ib uplift at joint 0 and 38 Ib uplift at joint F. . 5) This trusa has been dasigned with ANSIITPII-1995 criteria.' " '. ~, . lOAD CASErS) Standard' ,~ I EXPIRES I WARNING - VERIFY OESiqN PAAAME!BlS AND READ AU NOlES ON THIS AND 1RIISS DRAWING NOTES IEfORE U$Il. 0eI~VOIdroruseonlVmthMJ8k~. ,_:~_~ thlldestrlllbagedc:rtttJPOnp:l'aneter'hM\ ondlsfOranlr'lc:tnduol~COlTlDCflGnlto btlt\Stoltdandlooded ~. Applc:lblltyotdellgn ,. .' .'" .. ." cn:i prop8' r._~...._.__,o( cc:rnponenIllf.spord:myot b4JIdIng dedg\er. notinmdVllgna Brocbg stlow.'fllstof btliral ~ or ~UCII web rnemben ori(. AcIdIllonol ......"... _.. brQC~ to tnue stobDly dI..rt'Q c:ondtuctbn b Ihe- HR~ of the 8I1tCfof. Ado'lltoncf <i" ,.,_, ~ . ' bac:Cng 01 the :)l,'t!10lI il1Ucl\n II fhe AlIlJ)ClI"I!lb (lithe WId tip ~L For Ql!Il"led Ol*,:k:n:e reoordh:1 'cbltcatlon. cp:JItycaTrol. Itoroge. dallwlt'(. eeadlon a1d bracing. consu.t QST-8a QuoItyStandcltl, DSB-89 Srachg!.. - _N n...., OOdHB:-91 HClnC3IrlQ ntDIlhg and 1lr00000L, ~_ ".~'._,. _ cva1Qtfe IrDmllUSll Plate hs11Ue. 583~Ddv..h1odlsor\WJ63719. . ~. theTRlJSSco. . ID'JImNGi 5UPPU" IIfC. SEP 01 2004 4:29PM HP LASERJET 3200 p.5 J01l ~ -~, IN" - .. CASCAOEA 'A2 TliisB Type- --- !QW .. Pfy~-rrayllejf(COScaaeAn906'lrSl)-- --~------ I ROOF TRUSS :1 '~1 -'"- --,- '---. '''201 - 'S=~; ~ (fr!'Puonal)~ . . .... r"\1 S nOV "lb ~Wl MI181( ncusmes, ulC. r-n;.wg ~'l 'I 1;..;:i'I;,),) "VUl 1"'8981 = ~ Ine HUSS 1..0., t;ugene, uR'97'IllZ" .,.....~ . Ji ,-1~, 1~ ...9-1. ....9-1 , '7~" ~1().2-15 ,---'--'" ,--,--, 2-l1-15 2-l1-15 15~ 4-41.1 ,16~, '-0-0, Scale .1:36.9 4><4 = o 6.DOflT .. . ~ ~~ Ml ~. :_ C~ - .",,' ~ . "':'K. - ~?x?' 1111 Illll__JJJ.Ll~~1 V ~ USH29 MSH21l NSH29 THD28 4x1D ~ J I 4x1S " 12x12 ':" 4x18 II THO.. 4X10~ 4,9.1 4-9-' .Pla\8 unsets \^. T J.= 1t':V-.)-:::r,V-.t-UI. w:v-..;.-tlI,U-.t:;ooUl 7-6-0 2-l1-1S ,--t-.., '0-3-4 2-9-4 15-0-0 4-8-12 0.41--.-=e:~ti.I...(l.J~ (Ioe] ~~~g ,r~~ri_ES -'--~8~~~"~ . 0.76 Vert(TL .(l.11 J >999 I 0_66 Horz(TL) 0.0' H. nla 1s1 lC Ll Min Vdefl = 360 ,Weight: 80lb ._ __ .___ ..n. ....__, _...,.....__."'__...._l.._.______, BRACING, TOP CHORD ,Sheathed or 2-8-1 DC pu~lns. . . BOT CHORD Rigid ceiling directly epplled or 6.0-0 DC bracing. CSI TC BC WB LOADING (pst) SPACING 2.0-0 , TeLL 25.0 Plates Increase, 1,,15 TCDL 7.0 L~mberlncrease' 1.15. BClL 0.0 Rep Stress Incr NO -"Ql 10.0 , Code' UBC97/ANSI95 . _." ,,,,ou L.. .._.____, '-j' BER . CHORD 2 X 4 HI' NO.2 _ CHORD 2X8DFSS WEBS 2 X 4 HF Slud "Except" c-l2X 4 HF No.2, E-t 2X 4 HF No.2 REACTIONS (lbIslze) B=34111O-5-8, F~1841o-5-8, H=43461O-5-8 Max Horz B~27(load case 3), . Max UpllftF=-34ll(load case 6) FORCES (Ib) - Firslload Case Only . . TOP CHORD A-B=18, B-Cc,3893, C-D~172!, [)'E~1727, E.F=968, F-G=18 BOT CHORD B-J=3483, 1-J=3483, H-1=-8S8. r-H=-866 WEBS c-J=2328. C-tc,2510, 0-I=1369, E-I=3122, E-Hc-3421 ;~ ~OTE8 ' , . 1~ This 11\199 has been": ,~..:__~ tor unbalanced loading condlllons, . . 2)'Thls ll\lee hesbeen designed tor the wind loads generaled by 60 mph winds el25 It above ground level, using ~'l 7_0 psI top chord dead load and 8,0 psf.botIom coord dead load, 100 ml from hurricane oceanllne, on an ~\: occ:upancy cetegory I, condition I enclosed building, 01 dimensions 45 ft by 24 It with exposure B ASCE 7-93 ~ per UBC971ANSI95 If end verticals or canUlevers exis~ Ihey are exposed to wind. II porches exist they are -.; 0:;' - exposed to wind; The lumber DOL Increase Is 1.33, and the plate grip Increase i5 1.33. . 3) This 11\1" has been deeig.ed tor a 10.0 psI bottom chord live load nonconcurrent with any ather live loads per , - Table No, 16-B, UBC-97, ' ' , . 4) Provide mechenieal connection (by others) 01 truss to bearing plale eapable olwlthstanding 3481b uplift aljoint ~. . 51 This II\ISS hes been designed with ANSVTPlI-I995 Criteria, S Use USP MSH29 (WIth lOcI nails Into Girder & NA9D nails inlo Truss) or equivalenlspllQ!d al2.o-o DC max. starting eI2-0-0 from the left end to 5-11.(l 10 connect truss(es) C (1 ply 2 X 4 HF) to lronl fece of bottom chord. . . 7) Use USPTHD28 (WIthl6d nails Into Girder & NA9D nails Inlo Truss) or equlvalenl spaced e\2.(l.(l oc max. .1ll~lng el7.11.ofrom the left end to 9-11.(l 10 connect tnJss(es) C (1 ply 2 X 4 HF) to Iront face 01 bottom chard.' ' .' . ' J' li:J;clRllS 12/31/01- 8) Fill all nail holes where hanger is In contact with lumber, ' . .. LUI '. ~b~lU 'Sli~6Cil,"dsrd O':=:::::I,~;:=:::.::r:o::=~_ON~::D~s:.O:===Lrobo~._a,j_ .~ . 'lQrIcdIy. ,f.ppIooblltyofCS8lfgrlpacmetenandl='oper .... .,:. of~~__.........:'Is_......,""'~.>--, ofbl.Aclng:deslgner'-nottnJstdeclg\lr. BtOCOi;JlhownlafotkJterol . ~ Ofhcfvldualwebmemb913 ori)'. AddIIIonOl. 1"'." tl'acfng to hsUe&toblllfyc:Ulng COl"l5tlUCflor Is tho ....... ......WllyolheerDCtc:x. AddItbncf ..w....~"w." lllDdnO Dflll9.,.",.. I1iu:tIJeb I"" IOI;llli1IbIIY ollht _ d_, F<r _ gUcanceregadng kblcDMro lJIaIIlY ocnJrD. ,IDloge. _, """"on end th _ " tIocIng. consultQsr.88Q.Jal1tySloncbd.CS8-8991tJc1rgt..,~:'.._.,~~ and HI8-Ql HondIng InItolrGad Btoc:hgl..." .:krlmovalXJletrcmTNUPIot.hSftlul.. e....."~co. 5a3 0'0-101110 0rIYe. Mod!.Ion WI ~719, . . BUILIlINGI SUPPLY INC. SEP 01 2004 4:2SPM HP LASERJET 3200 p.6 -IJOO I 'fUSS i CASCAO,,^ jA2 . I ne I russ "-iC?. eugene, UK ij(4U~ I russ I ype i I.lly Ir-,y nayosn I"a.caos l'i' \IN"") "''' . i 1 '11 (optional) ~t<l s NO\l' '110 ,,~vt mll8l\ lnciusmes, Inc. rn I'\ug .:f1 l'I:.:n:~ LUUl t"sge L ROOF TRUSS -------, lI:20r ;.;<;lAD eASElS) Standard' . . : . , . dO, ~egular: Lumbarlncrease=1.15, Plate Inaea.o=1.15 , lllilalTll Loads (pi!), . . . . ..:/ Vort: A-0=:64.0, D-G=-64.0, B-H=-640A, F-H~20,O ,~ f ..' -- / po. WARNING - VERIFY DesiGN PARAMETERS AND READ AU NOTES ON THIS' AND I1lUSS DRAWING NOlES BEFORE USE_ - ~ DesIgn 'lfIt*1kt use orIV wthMfletccrne...~ lNsde$tgn1s based oriyuponpatOtTl91eq5howr\ end.. klrCl'\ilcIvIduaIbJIctrg _K .". .,. ,. : 10 be hsloIedln11oix:1td "'8If\cQDy. ,.t.ppk:obIIlyofdoslgnpa:aneIGflonc:lprop8f' .",_ ".' 'w of n....._.....: Isr~oIbuIdIrodNlgnw-nottruadWgnor. araclng snO'M'l II lor klt.col ~ofh::IvId.ICII"'bmomberlcrit. Addllfonalternpor<r/brachgtolnuell'obJtyo..lngcor.tru::tlonlltherqxralblfY'offheerectoc. MdII1clrQ.. '.'. 1- bfadrgd 1he~atrucf\.nb1he respclNibl5tyolthe b\ldt"QdoIIgner. Fa g<<"lerclgudance, ...., :.-".. ~.~-".:-~::... quality conJtol. &toroge.~I). weeiIonmd the 'A' ..~'Co. bfcx:irg. consuttCl$T.aa~llystad:l'd.OSU9BradngSpedlk:ation.mdHB.q1 Hc:rlcInQnstOSrQcnd~RK." _ ..'. QI.'olatllsfromTIUDPtatolnslltute. --- S83D'Onotr1oCrMt.~W16.n'19. . ,autll)OfCiiSUPPLTlNc. SEP 01 2004 4:29PM HPLASERJET 3200 p.? JOD IrusS I russ I ype -- -.:;ny- '~-Haydsn Cascads"A"( 99,.<'"" 1 1 . . ' topllona~ . . "K1S NOV lO",UW MIIBK lnaustnes, inC. Mon vel 0<0 l~:l~:lJ <lUll'", t"ags 2 CASCADEA BGE ROOF TRUSS I na I russ U)" eugene, UK IIf4U<l .4.<lUl :.:1TES .' . ,,brovlda mechanical connection (by others) of truss to bearing plsta capable of w1ths1anding 4 Ib uplift at joim 8, 41b' uplift at joint P : 4 Ib uplift at Joint AB, 13 Ib uplift st Joint Y, 13 Ib uplift al joint V and 41b uplift at joint S. '. ' 8) This tru~ has been designed with ANSlfTPl,.,995 criteria, .' 'LpAD CASE(S) Standard ,~ ~'. " \ ) -" .... .~ " .... ~ WARNING - ViRWi DEsI~ PARAMrnRS AND READ AU NOTES ON THIS AND 11lUSS DRAWlNGlNOlES BEFORE USIi'. . ~. DeII;n vdId for ~ cnv \Mth l.tTek CCll'l....i:ton. ThIs deslQ'lll based orIy ~ porcmetGrs nowr\ and II fa a1 nc:tvIdwI ~ .~....... ....1 to be Instollec' and kloded ~atv. ~Iy of <*Ign poram.tell CI"'d proper' .. ,_. .,':. otcomponenl II 'OIPOniblllly of bu!IcIng deslgneI'. nathwS d_gl"lllr, Bracng mown b tor bteral IlUPPOlt Clf IrdwtO.D web ~ my. ~ l1ifTlPOIOty t:lr'ocrQ to Insure stoNity durhg CUlStrucllOn It the respcnlbIIty Of the erectof. AdmIoncl perma'\Int. brochQ of tne CMM'aIIltIu::1l.I'e" IhIt _,,,"'" ','ty 01' the bAdng desIi;1Ier. For generol 0'.1donce regol'Clr'g robrk:dlon: quality centraL atorage. delivery. electkln cod the. _.. -~co. brodng. coruull QSr~ QJaIIy stcndcM DSB-898toehg SpeclfIoaUon. oncf HEWl HandIng tlStdIIng one Broetl"G -.. .. . ,"IdalIon cvaIc::bIlli 110m 11\.lS! Ratelnstttut'D. _." .- 683 D'Onofrio OJW. MocIr)n. W16371~. . .. 8UD.ImIQ1UPl'L1' me. SE~ 01 2004 4:28PM HP LASERJET 3200 p.8 "'QD . I fUSS If'''''' 1 ROOF TRUSS Uly "'Y , raen Il..ascaae,q1\owuJ JVV 10'~" .' ~ (optianaO . .:r.2O~1 ~ ...u;;-' ")2000",, ndustnes, Inc. ".~G.,u;. '1,,) TI:..;,:'I'O "'WI I I , CASCADE!\ I B me 1 russ \,A)., eugene. un. tfl"tUL ...ag81 j/ ",.0.0. ',.Q.ll e-3-,O 6-3-10 ~1~. 3-6.fl , '3-8-8 3-8~ 2~ 6-3-10 ?1~' l-G-O ScaAo-1;. ) , 4><4 = o J , 6.00~ 8 ~~. . ~- H 3x10 = F G" i~tt Ig.o.o Ig.o.o LOADING (p.ll Teu 25,0 TCDl 7.0 , BCll 0,0 QCDl. B,O SPACING 2-C-O Plate. Increase ,.1.15 lumber Increase ~ ,1.15 Rep Slresslncr', YES: ~e UBC97fANSI95' CSI TC, 0.41 BC 0.96 WB 0.31 2g.o.o 1040 DEFl in (Ioc) . Vdefl VertlLL) -0,27. B-H ,>878 Vert TL), -O.49~" B-H >480" Horz(TlJ 0..03 F' nla:' 18t LC LL MIn' Vden = 360 PLATES ~ MII20 GRIP 1851148 Weight BB Ib "'MBER .' , CHORD 2 X 4 HF No.2 Jr CHORD 2 X 4 HF No.2 FBS 2 X 4T HFSPF Stud/src REAC110NS (lb/size) B=8601O-5-8, F=8BOIO-5-8 . Max Horz B=-34(1oad case 3} MaxUpRflB~131(lOad case-S)~ F~131~aad case 5) , FORCES (Ib} - Flrallaad Case Only . . TOP CHORD A-B=14. B-C~ll02, "0=-847, D-E=-847, E-F=-1102, F-G=14 BOT CHORD B-H=976, F-#--S76 . . WEBS "H~2B2, D-H=S13, E-H=-2B2 BRACING TOP CHORD Shesthed or 4-11-13 OC p'urlins. BOT CHORD Rigid ceiling directly applied or ~1.14 oc bracing. ,) NOTES 11 Thl. truss has been checked for unbalsnced loading condlUons. 2 this truss has been designed for the wind loads generated by 80 mph winds at 25 II aboveground level, using _ 7,0 psflop chord deed load snd,7.0 psI baltom coord dead load, 100 ml from hun1cane aeaanllne. on an . occupancy category I, condition I enclOSed building, of dimensions 45 ft by 24 ft w1lh exposure B ASCE 7-93 per UBC971ANSi95 II. end vertical. or canlllevera exist, they are exposed to wind. If pOrches exist, they are exposed 10 wind. The lumber DOL Increillie Ie 1.33, and the plale grip increase is 1.33 3) this truss has been designed for a 10.0 pal bOttom chord live, load nonconcurrent with any other live loads pet Table No. 16-B, UB"97,' . 4) Provide mechanical connectlon.(by others) altrusslo baar1ng plata capable 01 withstanding 1311b uplift at joint Bend 1311b uplift allalnl F. . . -5) This truss has been designed with ANSlfTPll.1995 criteria. LOAD eASElS) Standard :"-:'" 4. / ~, , .)', WARNING - VERIfY DESIGN PAllAMETERS AND ~~ AU NOlES ON l1l1S AND TRusS DRAWING NOlES IIEFORf USE: ~Oeslgl votd ft'f UJ8 only' \Jdlh Lffek t':OlnIcm. ThIs dedl:Jl b based crIv ~ parmlalaq L~ ooots tor (J"I;ncMiJCf bl.Gd~ .." ,..'.."" to be hstoIed Otld Iooded vvrtIcaIy. {.....:.:__.'ofdGlVl......, ,_._CI"ldproperlnccrporallonof.. ..... .b ".....~"'./oftxAlc:t"odellgter.not"-ad4nlg'*. Brac::t'lgchownlsblaterd cupporI d lndMduoI web tnen'lbM orly. AdcttklnoI ttmpcray bn:zcr.g to IN\A'e dobmy dumg construcllon Is tne r~onsblWy of thlI ereehX AddlllcncJI permanent . bra::hg DIN OYefOllllNcture b tI'le ~ of ff'e I:lUIlinQ desIO'*. Fof gene<<( guk:fa'r;e regOl'OInO fabIlCOTIOn. QUCIIIy corIrot dOr'Clge. O8IVery. <<eetton en::! IJrcD"lg. c:xnU1 QST-8a QooIIty stOldooi DSB-e9 SIoct1g.... . .....~.... ~ cnj Hl&-91 Hordlhg h$tGlhg end Bzadng RacorTmerdatb, CMlIttiJ rrom Jruu Plate tnsmute, WO'OnofrioDrf.It.t.4ocI!&cn.W1$3719. . . ,j ~. theTRUSSco. . BU:lI.C'D(Q 5UPP1.T DtC. SEP 01 2004 4:29PM HP LASERJET 3200 p.9 JOD lruss HUBS I ype Qly - PIji- riayden (;eSCaae"A"( 9912)"'''' 1 1 . (optional) :)I'(f"s NOV lb ZUUU M'lek ,naustOes, inC. Mon VQza l:>:l:>:l~ zuuz t-'age 1 CASCADEA BGE ROOF TRUSS, I ne I russ \j I., eugene, VI'( 1!(4UZ 4.ZUl " ~1-o-01 ,~ 6-3-10 6-3-10 10.0.0 3-8-6 13-8-6 3-8-6 20.0.0 6-3-10 21-lH1 '1~' Scale. 1:45. 3lcS= E ~, i C I ~~B ~" . , &--h".. V~'Yx'>tx'~~ s,OO[12" ...... Stud 16. O,C. From Left Ta RIght K . '~L ~ M ~WI_' '~N , 1"'I,r,~ 1-a~a~~~~'~ _ p " " ! j ( ~ ' I . ~ 1-: "" v U , 0.0.0 10.0.0 20.0.0 10.0.0 LOADING (psI) TCLL 25:0 TCOL 8.0 BCLL 0.0 BCOL 7.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC97/AN5IB5 . CSI TC 0.08, BC . 0.04 ,'WB 0.04 . (Matrix) DEFL in Ooc) Vdefl Vert(LL) nla " nla Vert(TL) 0.00 A >999 Harz(TL) 0.00 P nla 1 st LC Ll Min Vdefl = 360 PLATES MI120 GRIP 185/148 Weight 91 Ib LUMBER . 1:Op CHORD 2 X 4 HF No.2 . " 'ilT CHORD '2 X'4 HF NO.2 HERS 2 X 4 HF Stud .._J REACTIONS (Ib/slze) 8=185120-0-0, P=18512040, AC=18912o-D-O, AB=7412D-O-O, AA=11312o-D-O, . , Z=108120-0-0, Y=70120-0-o, X=126120-0-0, W=12612D-O-O, V=7012D-O-O, U=108l20-0-0, T=11312o-D-O, 5=74/20-0-0, R=18912o-D-O Max Horz B~3400ad case 3) . . Max UpllftB=-<I(load case 5), P=-<I(load case 5),AB=-4{load case 5), Y=-1300ad case 5), V=-13(load case 3), S=-<IOoad case 3) Max GravB=18500ad case f), P=185(load case 1), AC=189(load case 6), AB=74(load case 6), AA=113(load case 1), Z=109(IOad case 6), Y=7500ad case 61' X=126(load case 1), W=126(foad case 1), V=75(load case 7), U=109( oed case 7),T=1130oed case 1), $=740oad case 7), R=1&900ad case 7). , "FORCES (Ib) -Flnrt Load Case OnlY . TOP CHORl) A-B=28, B-C=-74; C,b=~1, D-E~51, E-F=-53, F-G=-53, G-H=-<I1, H-I=~O, I-J=~O, . J,K=-41, K-L~53, L-M~53, M-N=-S1, N-o=~1, O-P=-74, P.Q=28 BOT CHORD B-AC=29, AB-AC=29, AA-A8=29, Z-AA=29, Y-Z=29, X-Y=29, W-X=29, V-W=29, U-V=29, T-U=29,S-T=29,R~9,P-R=29 . , WEBS C-AC=-149, D-AB=-65, E-AA=-93, F-Z=-89, G-Y=-61, H-X=-99, J-W=-99, K-V=-61, L-U=-89, M-T=-93, N-S;'-65, O-R=-149 BRACING TOP CHORD BOT CHORD Sheathad, ;-" , " Rigid ceDing directly aPPlied or 10-0-0 oc bracing. NOTES 1l this truss has been checked for unbalanced loading conditions. ' .2 TruSs designed for wind loads In the plane of the truss only. For studs exposad to wind (nonnallo the face), see MlTek "Standard Gable End Detail. , 3 All plates are 2x4 MU20 unless otherwise indicated. 4 Gable raquiras continuous bottom chord bearing. S Gable studs spaced at 1+0 OC, . 6 ThIs truss has been des/gned for a 10.0 psf bonom ,chord live load nonconcurrent with any other live loads per Table No. 16-B. UBC,97. ' . -"'ntlnued on page' 2 . , - ~,- i.~ '.WARNING-VERIFY DEIIQN PARAMElERIAND R1iAD AU NOTn ON THIS AND1RUS1 DRAWlNQ NOTn BEfORE USE. DeIIgn vdid fOf I.H onl.,....Uh WIT_..:.. ._ _..., 1hb<*\J111 baaedorly l4lOf\... _ .-.' Jhown, andb tOI'c;rI~ b..ting c:orrponont toboln$tolloQ ondlocdod verIIcoIy. AppIcabllltyofdeslg1 poIcmehmCl'ldproper IncorporatIa1 of ... "'. ,J 15 fesponaU.ty oi bl.dc:Ing derQ"er . nottMs dNlgner. Ill't:J:::ing VCNlI'\ lib DIetel ~port of n:M::IJQIW9bmernbsrlatrly:.,AddllIanc:ftemPClfarvbr~toINuAl stotlltycUtlg ca'lItJu:Itonbthe responslbmy ol1he~fo1. ....ddltlonol.;, '.., ,., - bmcro 01 tho ov;rtjIo1nchro k tho ,""""",,,Ity oltholXAklha _, For _I o.-.:orollClldk'o 10_ QOOIIly co1hol_ dolNlllV, 0l0dk:r1 a>d ~eonsurtQSJ'~Q.Io&yStc...:kJ"l:l OSB-f9BlOChg:"'" ._._...._ (hjHB-91 Hondt'lg nmlJrQand IIracIng ,',. u ,_ ..~.-., ,000000000fromTrwP1at8 hslItuht, ~D'OnofrfoDIM.ModI:cn.W&1119. . '.' I EXPIRES: 12/31/02 j OCT 3 0 2002 ~- theTRUSSco. 6IMLDmG SUPlLT!NC. SEP 01 2004 4:30PM HP LASERJET 3200 p.10 Job I russ I russ 1 ype FI~K Qty Ply Hayllen l,;aSCaae"A"(1 U132)SS 17 1 " . (optional) 4.2Ul ",,,,', s NOV ltl 2lUV Mil ell In<lJSlneS, Inc. r-n ..an II n :'JlI:2;l :.I,UU;l !'age 1 CASCADEA C I na I russ 1,;0., I:ugene, u~ ~ 14U:.l, jI .H-D ;-0-0 6-10-15 6-10-15 15-ll-ll 6-'-1 , 23-',1 8+1 3()'()'() 6-10-15 Scale- 1:68,. 4Id= D ~ " 8.00[12" .... ~ I 3x4= H G 3><5=""'= 1ll-2-3 10-:!.3 I"'I81a unsers lA., T): Itl:U-U.12.U-U-2J, lr-:U-U-lol,UoV-olJ 19-9-13 , &-7.9 3ll-ll-ll 10-2-3 LOADING (psl) TCLl 25.0 TCDL 8.0 BCll 0.0 BCDl 7.0 ---""BER --'1" CHORD 2 X 4 HF No.2 . n CHORD 2 X 4 HF No,2 YliEBs 2 X 4T HFSPF StudfSTD SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 ~ep Stress Incr YES tode UBC97/ANS195 CSI TC 0,67 BC 0,69 WB 0.36 (Matrix) DEFL In (Ioc) IIdefl Vert(LL) 0.30 FoG >999 Vert(TL) -0.47 F-G >748 HorzITL)- 0.08 F nla 1 st lC lL Min-Vden " 360 PLATES MII20 GRIP 185/148 Weight: 1071b BRACING TOP CHORD Shea1hed s;... .~_ , .,....... BOT CHORD Rigid ceiling dlrecUy applied or 10-0-0 oc bracing. REACTIONS (Ib/slze) . F=11801O-5-8, B"126410-5-8 Max Horz B=63(1oad case 4) . " ' "Max UpllftF=-159(1oad case 5). B=-186(load case 5) FORCES lib) ~ Arst Loed CaSe Only . TOP CHO~D A-B=28. 8-C=-2113, C-D=-1797, O-E=-1B03, E-F=-2121 BOT CHORD 8-1=1818, H-1"1201, G-H=1201, F-G=1827 WEBS c-l=-452, 0-1=559, O-G=56B, E-G=-457 .NOTES 11 This truss has been checked for unbalanced loading conditions. . 2 This truss has.been designed fQrthe wind loads generated by 80 mph winds at 25 It above ground level, usIng 7.0 psftop chord dead load and 7.0 psf bottom chord dead load. 100 mi from hurricane oceanllne. on an ocCupancy category I. condition I enclosed buildlng, of dImensions 45 ft by 24 ft with . exposure B ASCE 7.93 per UBC971ANSI95If and verticals or cantilevers exist, !hey are exposed to wind, If porches exist, they are exposed to wind. The lumber DOL Increase Is 1.33. and the plate grip ." Inaease is 1.33 ' " , 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No, 16-B, UBc-97, " 4) Provide mechanical connection (by othera) of truss to bearing plete capable ofwlthslanding 1591b . , uplift at )oInt F and 186 Ib uplift a1 Joint B. ,. 5) This truss has been designed with ANS1ITP11-1995 criteria, ' LOAD CASElS) Standard \ , .- \ . '. '_.-1 'WARNING - VERiN DESIGN PARAMmRS AND READ AU NOlES ON THIS AND lllUSS DRAWING NOlES BEFORE UsE. ~ . Destgn \odd fer UlG rriy wflh MTek. ~~.- ._'___.~ ThIi dolfgn IIbc>>odonty upon pacmolelllhown. O"ld" fer Oll naMcIuaI blJIdIrg .-.-...w. .~. M to be nstaIIlKl' end Iooded ~. "',",. .'._', ddeslgnparanet'elJcn:lprcpet'., n'... ...onof.........,..",l!lQIPClf'dJIUlycfbulla"odes/g'lBr.nottruaclei/gnlH. Brac.hQthcwnllfofk:ltetei . l\.ClPCd dlnchldl.l:l web rnembu OI'IIV. AddItIoncI" ..... I::tocIng totwre dabIIly cturng construcfton II the relPOflSlblllyd the ./ectOl. AdcIlbl:Jl_~; ".~,. " t:lr'ctcno oIlhe crol'llrDllInIdu'e Is ttIe ~tyoflho ~ ClMgn8t FagEnetalguldonce reQOrtIng fatxlcctlcn. cpoIly contlOl,. 5foroge. c:IeIMIfy. MK:fIonand -,<X>NUl QST.a& ClIdtyS1ancl.... 00W9 _ ...""""''''' ald H8-91 _ """'no ald """"" ..""""",,,,,,..,,,,..01_ _ """ PIaI._ theTRUSSCO. fi83~Ort"."Modlton.W163710. , . .~1UPfV1HC. SEP 01 2004 4:30PM HP LRSERJET 3200 p. 11 / ~oo IrUSIi 11U55 I we \otlY. ....IY nayoen \.oBSCB08 n \ IV.).e:OJ':'~ CASCAOEA CF FINK 5 I Job RQ.,,, "., (optional) . ~.uw S teo I; "wo:. I U I 8K InDUBlfl88. me. wed May I.", IU:44:ll "lJU~ t"8ge 1 I ne I rusa lA., ~umner VYA I t:ugene UK ,1.G-O Y 1,~ 11-10.15 8-10.15 15-<>4 8-1.1 23-1.1 8-1-1 30-0.0 . 8-10.16 . . 4xe = $Qt'.1:58.11 4 2 ~~~" 5x5= "'".. ::: '\ ~J \,\ , \\ / .\Y. .~ ~~ . ~ ~ . -;:/ 6.0.~.. ~ ~~./ 3 ~ ~I W ~ 7~ ~" Il''l,W10 ~fl0 _-' ~..= 11 3104 = Q 7 3x5 =- 3x4::: 5x5= 1()..2-3 10.2-3 ~ate unuB!S (^. T}: l:t::U~~-4,V-U-LI. (t):U-L-4.U-U-~ 19,9-13 9.7" 30.0.0 10.2-3 LOADING (PlIO TCLL 25.0 TCDL 8,0 BCll 0,0 BCDL 7,0 SpACING 2-0-0 Plates Increase 1.15 lumber Increase 1.15 ~ep Stress Incr NO' "COde, UBC9~/ANSI95 CSI TC 0.78 BC 0.87 WB 0.54 ,(Matrix) DEFL in (Ioc) ~defl Vert(LL\ 0.44 9-10 >815 Vert(TL -0.70 9-10 >505 Harz(TL) 0.09 6. nla 1st lC LL Mln Vdefl = 360 ' BRACING TOPCHORO BOT CHORD PLATES MII20 GRIP 185/148 Weight., 161b :, ~BER' ". .~.. 'CHORD 2 X 4 HF No,2 " T CHORD 2 X 4 HF No.2 ,,,. BS. 2 X 4 HFSPF S1udlSID Sheathed~ . . RIgid ceDing directly appDed or 10-0-0 oc bracing. Except I Row at midpt 9-10 REAcnONS (lb/size) 6a127lW-5-8, 2=136010-5-8 . Max Harz 2=63(load CBSB 4) '. Max .uplift8=-183(I~d case 5), 2=-210(1000 case 5) FORCES (Ib) - Fim! Loed Case Only , . TOP CHORD 1-2=28 2-3=-2319,3-4--2004,4-5=-2010,5-8=-2327 BOT CHORD 2-11=2bol, 8-11=1401,7-8=1401,6-7=2010,,9-10=-77 WEBS . 3-11=-447,10-11=548,4-10=670,4-9=680,7-9=558,5-7=-452 NOTES , , . 11 Unbalanced roof live loed, have been considered for thIS design, .. 2 This truss has been designacl for the wind loacls generaled by 110 mDh winds et 25 ft above ground level, using 7,0 psflop chord dead Ioed and 7.0 PlIfbottom cI10rcl dead load; 100 ml from hurricane oceenllne, on an occupancy category I, condition I encloSed buildirQ, of dimensions 45 ft by 24 ft with exposure B "SCE 7-'13 per UBC971ANS195If end verticals or cantilevers BXia~ they ere exposed to wind. If perches exist, they are " . exposed to wind; The IumbetDOL increese Is 1,33, end the pIat9 grip Increase Is 1.33 . 3) Thls truss has been dasigned for a 10.0 PlIfbollom chord 6veloed noncancurrant with eny ather live Iaeds per , Table NO, 16-B, UBC-97. " . 4) Provide mechanical connection (by othel1l) of truss to bearing plale capable of withstanding 1831b uplift atlolnl' 6 end 210 Ib uplift BI joint 2.' " ' LOAD eASElS) Standard . "1) Regular: Lumber Increese=1.15, Plate looresse=1,15 UnllOrm Loacls (PIll ' Vert: 2~14,O, 1-4=-66.0, 4-6=~,O, 9-10=-24.0 I~DAn:12/31/()4.1 MAY 0 7 2003 " ,WARNING - V8lIFY DESIGN PARAMnm"AND READ All NOlD ON IllIS AND \RUSS DRAwiNG NOlES BEFORE usi, ~'" DesIgn YQ1d for uso<riywllh MlTekc~._ ._,,"..~, ltDd8IIIi1'lb basad en, L.p:II'l pmgrroklqst'Ol/o1\ aid Isrorcnnd~ bUldng ..........,_...10 be tutaledald IOOded vertkxlDy. n - ".'. -,-" ofdMr:J'lPCJlQTlfltersondlXQ:l8f ....w,.._...,.Qfl or n '...' .. ~ b,......, ............' of blJding desfgner . not truss dmlgnur. Inx:rclIhown lib IotBld ~dhl::lWi.lCllW8bmembersorVv. AdditlonoItumporaryl:mc:tlgtor.surattob1ty~eonstlUCtlc:nlsthel8!POnsIbIIlyoftt-E1erech:lr. fu:ldlllonal..." ..'.' :.' lJrocIrooflhulMlJCllltrucf\.reblheN".-., ".-'" of the bt.Idt-q desIgrMN'. fo'goMfClgUdonco~f1::br\co1lor\qJOlJyconl1ol.,to!age,deIMilty...C1lQncnd thAI-U --'-0, . bacrg consIJtQST.88Q1dJtvSta'Y:iartl DSH9Bnx:lng....._..,....~..on. CI'ldHB-91 HaldlIngll'l5faD"oondDraclnI1-.. M. ,:.-..onD\o'Olabte tern rRMPlatemtlh.d8. g _ ...-.n", 6M D'Onohlo ~ Modbon. W 63719. .. . a,1DDJ)DI'Q IUPPLTINC. SEP 01 2004 4:30PM HP LASERJET 3200 p.12 JOt) I russ- Truss Iype- FIt:lK - Oly Ply-Hiiyaen cascaCle"A"(10132)SS-C- 2 1 . !opUonal) ;:,Kl S NOV lb ot, UV 1\111181< mousfnes, InC. ~n..an 1111:1~:"," otW;, ..age 1 CASCADEA C1 I ne I russ 1.iO" t:ugene, u~ lj(4Uot '''.otVl " / -'.elf 1-0-0 &-1D-15 &-1D-15 1&-0.0 &-1-1 23-1-1 &-J.l 3~ &-10.15 3.1.().D . ;~ Scale "1:69. 4ll8= D $ ~ 1.001'12" <" J 3x4-=- I H 3x5 = 3x4 = 10-2-3 19-6-13 1D-2-3 ~~9 "late unsets (}\., n: It:l:U-U-10!,U-U-0!), 1t::U-U-U,U-U-IIJ. 1~:U-U-10!.\H)-otJ 30-0-0 10.2-3 LOADING (pst) TCll 25,0 TCDL 8:0 BCLL 0.0 BCDL 7,0 . .- ~'MBER ,. J'p CHORD 2 X 4 HF No.2 . T CHORD 2 X 4 HF No.2' WEBS 2 X 4T HFSPF SludlSTD SPACING 2-0-0 Plates Increase 1.15 l,umber Increase 1,15 Rep Stress Incr YES . Code UBC97/ANSl9S CSI TC 0,67 BC 0,67 WB . 0,35 '(Matrix) DEFL In ,(loc) Vdefl Vert(LL) 0.29 B.J, >999 Vert(TL) -0.47 B.J >757 Horz(TL) 0.08 ' F nla 1 sl LC LL Mln Uclefl " 360 PLATES MII20 GRIP 1851148 . Wei9ht: 108 Ib BRACING . TOP CHORD Sheathed., ~". ... 'v. BOT CHORD Rigid ceiling directly applied or 10-0-0 DC bracing. REACTIONS (Ib/size) F=1263fO.5-8, B=126310-5.8 . Max Horz B=-50(load case 3) . Max UpUftF=-185(1oad case 5), B=-185(load case 5) FORCES lIb}- First Load Case Only . '. '. TOP CHORI) A-B=28, B-C=-2110, C-D=-1793, D-E=-1793, E-F=-2110, F-G=28 BOT CHORD B-J=1815, h/=1197, H-I=1197,F-H=1815 WEBS C.J~Sl, D.J=559; D-H=559, E.H=-451 NOTES 1} This truss has been checked for unbalanced loading conditions. 2) This truss has been designed fer the wind loads generated by 80 mph winds at 25 ft above ground level, using 7.0 psftop chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed builcllng, of dimensions 45 fl by 24 ft with : exposure B ASCE 7-93 par UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind, The lumber DOL Increase Is 1.33. and the plate grip . Increase la 1.33 . 3) This truss has tieen designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 1G-B,UBC-97. . ' . . , 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 185 Ib . uplift at joint F and 185 Ib uplift atlmnl B. . . ' 5) This truss has been designed with ANS1fTP11-1995 ailerta, . . LOAD CASE(S) Standard ,....~ . .r ~ ~. . 'wARNING -,1IBl1FY DESIGN PARAMmRS AND READ All NOTES ON !HIS AND IR\JSS DRAWIN~ NOlI! BEFOllE USE.. DeJlgnvold fo!.... anti wfth MITilkClOTect'cn. this design tI t:lcAd ortr(upon pcrcmeters mown.. end Is (01 Q"\ h:tvrctJaI bJIcing ~nl to be t'lStalled CI'ldIoaOed wrftcaIIy. ~."~..:"'''' ofdedgn .."_ . ""oncl prop8f~_..__,,~.. of _~,.,.._.....lb'8Sponslb[Ityolbulcfln;deslgler.nottMldosIoner. IkOcIng~bforbterol ", IUppOlf of tndMdUoI web merrtlel'I 0"IIy. AckIUonol temperav brachg to Insure dabllty dulng construellot'lls fheo. "'I". .~-'_"y of lhe Gfechn. ~1onaI perm0n8~ broc:hg of the ~roIl!l'uCt1.N II tI'l8 tesponsl:lllly 01 IhIli bJlcIng desI;ner. For genera glJ:tonccl regordro fQbrbJtIon. QJOlltY eorhol storOOt. deUvtIV, eredfon and bracfrlg.lXI'1SI.ItQST-88QuoIlVStCndord.DS8.e9Brochg .....__..__~_.~ a1dHlB-91 ttonc:IIInglnltdlngond!rOclng.\"...." .. ._w,_. ~.tromTl\IIRatelrdtuf9. 683D'Ondrio om.-.. Modb:on WI 63119. . . the& ';Y.>>CO. .IUILDDfQ IUPPLT JNC. SEP 01 2004 4:31PM HP LASERJET 3200 p.13 ~OD I russ I russ I ype I ne I fU88I,;O" eugene, UK IU4U"" 4.""U1 Qty. Ply~ayaenCascaae"A"1 Y91ZJ~~ . 2 1 (~ional] .... ::iKTs NOV ltl ZUO I MlleK Inausliies, me. MOO UC\.t~ 10:10:1:);,(UU"" I'aga 1 . 3G-lH> 1~ CASCADEA CGE FINK I -,- l-o-l> 1~-0-0 15-0-0 Scale. ';$8. w= . ~ ~ 101 K L N Stud 18. O,C, From Left To Right A 0 , B.oorw J ../.A. i\0- P Q f .."'" I........ ,...,p HV-;::/ I N'el' ~ '\..~ E ~ ~ < J( J i PO'" T D F W"G1, MH' ,L 'I I'! Q, CR, BS' A U C E OF I N r-;~j^^~"::'~J^^~MM)(':lW= ~ AQ AI' NJ AN AM No... PJ< AJ AlAH AG I\FAF.NJ AC AS M Z Y X !a 'W= -.-- -- 3D-ll-O ~ 3D-ll-O --_.- LOADING (psf) SPACING 2~ CSI DEFL In (Ioc) IIdefl PLATES GRIP TClL 25.0 Plates Increase 1.15 TC 0,13 ~~M~ nfa - n/a MillO 185/148 TCDL 8.0 lumber Increase 1.15 BC 0,08. 0.00 A >999 BCLL 0.0 RepStre.ss Inor YES we 0,11 Horz(TL) 0.00 W nfa BCDL 7.0 CDde UBC97/ANSI95 (Matrix) 1 st LC II Min IIdefl = 360 Weight 167 Ib . LUMBER '""'Ip CHORD 2 X 4 HF No.2 "..jH'T CHORD 2 X 4 HF No,2 , . ERS 2 X 4 HF Stud .) . . REACTIONS (Ib/size) . B=182i3~, AE=8f3Q..Q..O, W=121/30-Q..0, AQ=189/3Q..O.O, AP=74130-0-0, . A0=114f3Q..O-O.AN=10513Q..O.O, AM=107/3Q..Q..O, Al=10713~, . AK=1 08130-0-0, AJ=1 04130~, AI=59/3Q..O.O, AH=11713Q..O-O, AG=138f3Q..Q..O, AF=84130~, AD=104f3()..().(), AC=10713O-Q..0, AB=107/3O-Q..O, AA=103l3Q..Q..O, Z=124/3Q..Q..O, Y=Z7f3~; X=2n/3Q..O-O. . Max HOIZ B=63(load case 4) .' Max UpliflAP=-4(load case 4). AJ=.2~oad case 5), AI=-14~oad case 5), AF~17(load case ~ .' . Max GtavB=182~oad case 1), AE=19(IDad casa 2). W=121 (load case 1), AQ=189(load . . , case 6), AP=74~oad case 6), AO=114(load case 1), AN=105(1oad case 1), . AM=lcl7~oad case 6). AL=107~oad case 1). AK=108~oad case 1), AJ=106(load case 6);A1=82(1oad case 6), AH=117(load Cl!se 1), AG=138(1oad case 1), . AF=88(load case 7), AD=104(load case 7), AC=107(1oad case 1), AB=107(load case 7), AA=103(1oad case 1), Z=124(load case 1), Y=270oad case 7), X=2n(load case 7) . FORCES Ob)- First Load Cese Only . . TOP CHORO A-B=28, B-C~9, e-b=-58. O-E=-46, E-F=-47, F-G=-47, G-H=-47, H-I=-47, 1-.1=-48, J-K=-46. K-l=-32, l-M=-58, M-N~56, N-0=-42, o-P=-47, P.Q=-47, Q-R=-47, R-S=-47. S-T=-48, T-U=-40, U-V=.e6, V-W=-74 . . BOT CHORD B-AQ=25, AP-AQ=25, Ao-AP=25, AN-AO=25, AM-AN=25, Al-AM=25, AK-AL=25, . AJ-AK=25, A1-AJ=25, AH-AI=25, AG-AH=25, AF-AG=25, AE-AF=25, AD-AE=25, A~=25,AB-AC=25,AJ\.~25,Z~=25,Y-Z=25,X-Y=25,W.X=25 C-AQ~149, D-AP=-65, E-AO~92, F-AN=-87, G-AM=-68, H-AL=-68, I-AK=.e9, J.AJ=-84, . K-AI=-56, l-AH~88, N-AG=-11 0, O-AF=-76, P.AD~88, Q-AC=-88, R-AB=-88, 5-M=-67, T-Z=-97,U-Y=-37, V-X=-204 BRACING TOP CHORD BOT CHORD Sheathed ".1, Ii ,. I '00 RIgid ceiling direcUy applied or 1 Q..O-O oc braCing. I EXPIRES: WEBS. ocr 3 I) 2002 . 'ntinue'don page 2 ,.. i . WARNING. vt,!,FY Q!~lc:IoI M,RJo.JIIllillS AND READ ALL NOta ON THiS ANI! TRUSS DRAWING NOta BEFORE USE. DuIg'lYDld for Ullton~v.flh LfTtkconneotcp. Thkdl.llTllltxJlGd_C)n/yuponpmtlTllilters~ and Is fc:ra\htNduafbJldIng .........,... ~ to b& hGtolGdond loaded "IlrtIcaIy. Ap:lDoablJty otdMgn,..". ,., _ CJ"ld PfOPI'I R._..._......l of ctlmponent", re5P(J"Otlllly otbI..Jt:A'"Q dssIgner - not IMs dest1*. Bractro 5ho'.m II for lateral Il4'PCrl oIlnch1d1lCll web members only. Addllonol .' .- _ ., brachg to nnn stobllfy dudrQ eomtnJcllon ts 1he msponslbllily of the IIBClor. AdcIlIoncA permanent . I:lla::Ing O1'theoverol structL.Jehtne "'\'-.' .._~.:" ot1he blJI.:tlg destJller. FotQeneral guidance regcrdlnc; fcOlcoIIon. quciity control ttorogo,d9Iverv. ClI'9Ct\on tnf blocIng. CClt'8lt QST:88 QualtySlonccird. 0SB-89 Brochg $pee IcotIon. cn::I H1~1 Handling hdcllng c:rdBro:"o Rece _, :'. -':n ~ from Tnm P\akI hliMe. 583 0'Cln0M0 DrM. ModIstln. W1~719. "~' theTRUSSco. . lUl1.DtNG stJPPLY INC. SEP. 01 2004 4:31PM HP LASERJET 3200 p.14 JOD I russ HUSS lype ----uty -l'/Y Hayden (;ascade"A"\ eelZJSS i 2 1 CASCADEA CGE FINK , 1 ne 1 russ \;0" eugene, UK 1I/4Uo<( (optional) ... _ . 4.o<(U'1 ",,,'I.S NDV lb o<(VU i MI.eK mDu~,"es, mc. IVIDn UCI LO'O: '0:1:> LUUo<( t'age z 'TES . .' '. .' fThis truss has been checked for unbalenced loading conditions.' , _ .j Truss designed for wind loeds In the plane of the truss only. .For studs exposed to wind (normal to the face). see MiTek "Standard Gable End Detail" 3 All plates are 2x4 MII20 unless otherwise Indicated. 4 Gable requires continuous bottom chord bearing. 5 'Gable studs spaced at 1 +0 DC. 6 ,This truss has been designed for a 10.0 psfboltom chord live load nonconcurrent wI1h any otherllve loads per Table No. 16-B. UBC-97. .. i . '7) Provide mechanical connection (by others) of truss 10 bearing plate capable of withstanding 4 Ib uplift at joint AP, 2. Ib uplift alJolnt : AJ, 14 Ib uplift at JoInl AI and 171b uprlflat joint AF. . 8} This truss has been designed wllhANSlrrPI1-1995 criteria, . LOAD CASE(S) Standard .~ . ~ ) . J - ': ), WARNING. \IBlIFV DESIGN PAIlMm(RS AND READ AU NOlES ON THIS AND TRUSS DRAWING NOTES BEFOIlE USli. .. -Detlgn void far u. orw \iIdth Mrek.4 .. ~_:_-L fNI d-""II t:Ued oriy~ paramolslI shown. '(I'Yj 1$ tor m hcIIAdud buIctng ....... _,,~... to be Instoled end looded vedkxJIV. ~ of deaV\ parC::l'l'l$lert O"'ld popel nccrporallon of ~Ol1enl II ru$POnabIIty of bJ IdIng d8s1gner. not IfussdUgw. BrocIro Ihoo.m II for IaterCII wpport 01 hdMdLCI web members onlv, "Addltlooal rempOfCY bfactlg Ioln$ur. stcbllty duma COf'IItnJC'Ibn I me responstbllVof 1he ereclor. _ ..J.~.. ,.' ..' ,. ..... . bracing orb C'o'lral structure Is the reSpotl$lbllty Of the bJIdrO'd~rw. For generd gulda'lCe 18goldlng fabrication.. Cf.dly conha~ dorcge, deIvery. 81ectlon and broeng. eOl"llUt QST:68 QuOlltvSto'ldord. DSB-89 8fachg Sp8eI1cat1on. and HlB-91 Hordllng lnsIoIli'lg and IbcIng ~".~" _~. ~:. , ~ hom TIUIIS Aate InsIDutu., S83 D'Oncltl1o [)rt(e. Madlson.. WI 6.1719. . ,If theTRUSSco. . BtnlDIlfGI SDPPLY DIe. SEP 01 20b4 4:20PM HP LASER JET 3200 p.16 ,'lIJOD l'lrus8 I CASCADEC ! BDM ).. loe I russ \,.iO., eugene, Un. =' f,'HU. . Truss lype BOSTON HIP -:----'_. '~.__.. - 4.2u1". rOty . TPIY- TRayaen l~sCilleG)\l105'lTSS-- -.-., : I ' .1 ,1 I . ! I . I (optional) SRlSl'ilOv.'lo,",uu0MJleIt1nausm.es, me. r-n,",ug.:n n:.n:-'O"w"\ t'"age 1 . . ~ '1 )} ~.__. __..__ ,--1J!:9:.~_._ 1.0-0 1l).().0 +. _ .._....n..__-' 20~ 10~ .c~!1=!l 1-0-0 SaIIe-1:47.1 4x5. . G I e/~' ,~~0 !~I" . _"" '"'- Nailed 5x5:.. 0 21<4 II Naled 2><4" s,OOfIT O~/ "" 4ra=/{ , '~N~~~~ NI'..... 1"'" " c- ~J .' . "t;i' - ". . ~i--.' ...11.... -:.~~~: . --_-...., I ___~-::--- . ---.;:::-.u....-<::::. _. _ ."'___--!J.lL,..... '~~. . .JU__. filled Neled Nailed 2><4" " .; ~ K 7. ~ L~ Haled -n Nded N 3ra , No'" M 2x4 II . Nailed ..... .10-0-0 __,__... . I _ 20-0-0 10-0-0 10-0-0 ~"PJale vn.~e.~ ~^.L!...E...ID:U-,.g.\rV-LI. [u:~.I.U-'I-'IOI.!. IJ:V+-,'~;J;1:S~~~'i'_~4:..~~~=;:""" LOADING (osl), i SPACING 2'{)'<) CSI DEFL' in (loc) Vdefl TCLL 25,0 , plate. Increase 1.15 . TC 0.98 VertlLL) -0.15 N-o >999 TCDl 8,0 i lumber Increase 1.15 Be 0.99 Vert TL) -0.24 N-O >989 nr:ll 0,0: Rep Stress Incr NO WB 0.50 ~~1gt-J. Mi~~~efl = ~o . nla ""J~:":. .7,0. ,!~d~. UBC971ANSI95.. L .(~lrix),._u_, MBER .,' BRACING. . "., P CHORD 2 X 4 HF No.2 TOP CHORD Sheathed or 3-6-D oc'pu~ins. Except BOT CHORD 2 X 4 HF No.2 2 Rows all/3 pill . C-J WEBS 2 X 4 HFSPF Stud/STD BOT CHORD Rigid ceiling directly applied or 1~~0 oc bracing. OTHERS 2 X 4 HFSPF Stud/STD 1- -.. - ---'--j .___h" ." ."_ _._. .. .. . ...-. ----.--.-.-..... PLATES MII20 GRIP 185/148 Weight: 93 Ib REACTIONS llb/siza) B=1372/0-5-8, K=1372/~5-8 . Max Horz B~35(load case 4) Max UpliflB~161(load casa 5), K~-161(load case 5) . : FORCES lib) - Firat Load Case Only . . TOP CHORD A-B~29, B-C~2503, C.o~1317, D-G~1246, G-H=-1246, H.J~1317, J-K~2503, K-l=29, C-E=~O, E-F=~O, 1'-1=-840, I-J=-840 BOT CHORD 8-0=2150, N.Q~2130, M-N~2130, K-M~2150 WEBS C.Q=273, J-M~273, F-Ga839, H-I~91, o-E~91, C-N~l84, F-N=650. J-N-1S4 NOTES 1) This truss has been chacked for unbalanced loading conditions. . 2) This truss has been designed lor tha wind loads generatad by 80 mph winds .125 fl above ground level, using . 8.0 psI top choRl dead load and 7.0 psI bottom cboRl dead load, 100 mi !rom hurricane ocear.lina, on an ., occupancy category I, condition I enclosed buDding, 01 dimensions 45 It by 24 It with exposure B ASCE 7-93 per UBC97/ANSI95 II end vartiesls or canUlavera exist, ,they are exposed to wind, II porcha. exl.t, thay are axposed to wind, The lumber DOL inaease is 1.33, and the plate grip Inaease Is 1.33 3) Provide edequate drainage to prevent watar pondlng. . 4) This truss has baen dasignad lor a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No, t6-B, UBC-97, .5) Provide machanlcal connection (by others) oltru.s to bearing plata capabla 0lwlthstandlng1611b uplifla. joint Band 1611b upliflaljolnt K . . 61 This truss has been designed with ANSI/TPI1-1995 criteria. ' 7 Design assumes 4x2 lflat oriantation) pu~ins at ocspaclng indlcatad, fastaned to truss TC w/2-10d naU.. S "Nailed" Indicates 3-1Od or 2-12d common wire toa-nalls. . LOAD CASEIS) Standerd ~tinued on paga 2 . . '~.i). 'WARNING - VERIFY D~'~ PARAMElERS AND READ All NOlES ON TIlISANO lllUss DRAWI~" NOTES aEFORE use. ~ DeSIgn void fDllM only \lIlth fo.o1O'ek c~Ica.' nu dt$lg\ b baMd aly l4:Jon parcmeten IiflO'M'\. onCI ~ r:lr 00 tr'ldMdual buJdng C:)I;')pOnent tQ be hstcrled O"Id Iocded . . vetIlcOl1. .' "'''''H_~'''.. 01 design parameters end plOpe, ..._......_..... of componenlls f&spanslbllily of bul'dlng dsslgner _ nolllUS!. designer. Ikochg sr\Ovlf'l b Iorloterol support at lndMc.luaI wob I'1"l9mbclri only. Ad:IiIIonol tgmpaorv bracing 19lnsurG Ilobllty <1rIng oOnshucfjQl\ Is th9 leJPQnslbDIIy of the erector. Ack:lItIonci permansnl broa1g of 1he O\'8tOI5truc:hnG IlIhG responst:Iity of1he bu'klng dBdgrMIr. For general g~ ~ordlng fobrlca11on. quoIty.control, ItOfoge, delivery. ~ ald th broctlg. COft5\lt ~~QuoIly Stoodord. Dsa-89 Braclr)g SpeoItIoatlon. and HIB-91 ~ hIlolW'o a'ld Bracing ~. ~. ..- ;,-., ovolloble tom In.JSS ~.lnstltut.. e.l..&c.U."."co. 5B30'Qna(ri00rf\'l!I.Modbon.Wl537"9. . IrBU1tDQlG,SUFI'a'INC. SE~ 01 2004 4:20PM HP LASERJET 3200 p.17 ...00. Ir\llio i InJ~~ .ype II.,OY. IrlY I nayaen l",aSC8ae\"J l~...J\i'.iJ'>O CASCADEC J1 jROOFTRUSS . 14 11 I '. . ..__-.:...______'__.__ W~~ _..I (optional!. loe ,russ \"0;, t:ugene, vt'\ 'd/4U~ ...,LU I . i)n.1 8 NOVI!) 4::WV MlleK Inausmes, lnc. rnl\ug.:ll ","I;")l:lf,,, ""UlJl "'age-I n 1_-:1-0-0 -,- "-I ,_ 1-0-0 . . .. _ .'.10-3 d_. 1-10-3 ---~... 0-'..1 . Scali D 1:8." ~ A 6,OO~ ./ / .//.o B . ~~- ~-----.--Jh ~ _________ A~ / 0' 0 ...... ........... '/ .-/ IL.'<~ w<' s A ...___.~ ...... .1.11~ ____ ._. .......-1 .1-"-4 1"'1818 unselS '^.Tf.. IC:lI-:'::-"U.U:]:OJ =-=--=----...---.=..:::_=...:-==~.~.... ~~"':=~~~'_='~= ..~':"-'_-'=--==='=-__~=':'" --.--.---.. ---- r-" ----,--. -,------,--,- '1'------ --,..--'-.------1.-------'-------- LOADING (psf) 1 SPACING 2-0-0 CSI DEFL In _ (Ioc) Vdefl PLATES GRIP TCLL 25.0 ! Iila!e. Increase 1.15 TC 0,25 i Verl(LL\ 0.00 El-D >999 , MII20 185/148 TCOL' B.O I lumber Increase 1.15 BC 0.17 I Vert(TL 0.04 El-C >534 ' "eLL 0.0 Rep Stress Incr YES we 0.00 Horz{TL) 0.00 nla '~ER_7.0 j _G~eU.oB~~:~~N~~:5 _.o._.o~Mat~~ ,_.L__:~~i~GMinVdefl~~~().--.-,-." Welght61b "- )lP CHORD 2 X 4 HF No,2 TOP CHORD Shealhod or 1-11-4 DC pu~lns, . - -eOTCHORD' 2 X4 HF No,2 BOTCHORO Rigid ceDing directly opplied or 10-0-0 ocbreclng. REACTIONS lib/size) B=1631O-5-B,D=511Mechenlcal' Max Horz B=50(lcad case 4) , , Max UpliftB=41(Ioad caee 4), D=-22(loed case 4) FORCES (Ib] - First Loed Case Only TOP CHORD A-B=28, 8-<:=-56 BOT CHORD 8-0=0 NOTES , 1) This truss has been designed Itlr, the wind loads generated by 60 mph winds at 25 n Bbove ground level, using 8,0 psI top chord dead load end 7,0 pel bottom chord dead load, 100 rn; from hurricane ooeanline, on an occupancy category I, conolUon I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 " per UBC97/ANSl95If end verticale or cantileverll exist they ere exposed to wind, If porahes exist they are _ llXpOSed to wind. The lumber DOL increase Is 1.33, end the plate gnp increase Is 1.33 2) Thls truss has been desIgned Itlr a 10.0 psI bottom chord five load nonconourrent with any other live loads per Teble No. 16-B, UBC-97. 31 Reier 10 girder(sl for truss to truss connections, 4 Provide mechanical connection (by others) 01 truse to bearing plate copeble of withstanding 411b uplift at joinl , Band 22 Ib upon at joint D, , . - 5) ThIs truss has been designed with ANSIITPJ 1-1995 crllene. . LOAD eASElS) Standard ----.J WARNING - VEIlII'Y DESIGN PARAME1II1S ANa R(AD All NonS ON 1lf1S ANa TRUSS ORAWlNG NOTESJlEroR( USE.. ~- _ O8SIO"YCldfa'usecn,wtIhMllGt......_.._..l Tta~.bo!lKIOC'ttupon~f:l1OwI\ordIs1Ct.O'lt'lCl\llO..CltJl..6::lng >>___.... . :'lObewmolledonaroooed . verftccft(. N:lPIcoblltyc1dngn... _ '''', andIJI'OP8L_~..._._.__.. Of _._~ .......__'Is '",". ">>~. 01 b.ikInQ deSi!7e'.nottnm doQgner. Bttx:Ing It'owtl b tor bterci' ~of ~ webmtmben Ody. AdclUonol ',." ". . . brachQ to ,,",LIe Itot:lity o...no oonmuc11on Is the rt:SpOnaIbmfy' 01 tl'le~. AddiIlord.... ., _ ' broctngattheoveralctru:::hlebtTle ._,_ _ ~,_'::,-_ of1hebIJI:lngdeslgnlf. FOfQ8n8ltlt g\.tDlcGregOldZlg fobflcot1on. auclllyco"'rtroL dor'age, d81Nery. .,.c;lloncnd the&AU~CO, bfodng. C<<II'A QSI'-8SQucltystorldard osa.898roc:hOSpeolf"ec:atlcn. crdJ.l&.91 HandIng hstcB'lgonc&odng ',..." ..-". C'IO'IoblefromTrLuAafe nstIute. .--"IJi'" _..._ $83 D'Onofrio Jnve. ModISor\ Y./15!7l9. ___ ... iI...r..... ,In..... " SE~ 01 2004 4:20PM HP LRSERJET 3200 p.18 . '1 .100 I nJSS ! I russ I ype ; Yly .! I""'IY Mayaen ~'I..oascaae '--iJ \l::fl.iOtlJ ;:)0) iCASCAOEC .J4' jROOFTRUSS . :12 ,1 .'. I . L" l I \OptiOnal). t ne HUSS (j6.~ t:ugene, Urt tJtltu.t ~---'.---~----4:2Ol-'" ;;)rn Ii ....o'l1o,~W& MUm. nQusmes, inC. rni'\ug ,,',. I'l:.:t'i:"t.:t ~\.A.n ,...8ge f' . ~) 1.0.0 ...__~~~. 1-' .--'------1--. - ..-...-. - ~ 1.0.0 ..u~ _.__. _.n -n--1 Scale -1:1fi.1 c 6.00 IT%' J -, ~ " . //' // . /' I~. . 'B/;~ '----.---..---..--J !~ ~~.C____.__n_~~.._.___.__. ^ ~// ?J 3~ ;: D 'LOADING(psl) , TCLL 25,0 TCOL 6,0 .BCLL 0,0 BCOL 7,0 CSI TC 0.19 BC 0.12 we 0.00 (Matrix) . O' ____.., 4-0-Q... . 4-C,O. .;:=--'--=':';"_.o~ ::._~ '..-=.: . -=-_-=~=_ _~.:._ :'::".=~==--=-::::-..:=-; DEFL in (Ioc) IIdefl I PLATES GRIP Vert(Ll) -0.01 B-D >999 ; MII20 165/146 I Ver1(Tl.) -0.02 B-D >999 ' , Horz(n) -0.00 C nla ! : . 1st LC Ll Mln Vden = 360 . ; Weight nib .~_____u._. ". .. .....", .. __.1. .... ____. BRACING TOP CHORD Sheathed or 4-0-0 oc pu~ins. . BOT CHORD Rigid eeilln9 directly applied or lp.o.O DC bracing. . -- _u____ _ ...1 !.--..- _____._ ....... .._n._..__'__"_. --..-. -..--.t.-.....---., -- I SPACING' 2-0-0 I Plates Increase - 1.15 , Lumber Increase 1.15 ! lIep Stress Incr YES' I Colle UBC97/AN5195 .j h i'lIIBER , . }'CHORD 2X4 HF. NO.2 TCHORD 2X 4 HF No.2' ... -, .~ REACTIONS (Iblsize) C=103lMechanical, B=237/0-5-8, D=25lMechanical . Max Horz B=55<load case 5) , Max UpliflC~14(load case 3), B=-34(lilad case 51' D~load case 3) . Max GravC=10300ad case 1). 'B=237(load case ). D=62(load case 2) FORCES (Ib) - First Load Caae Only TOP CHORD A-B"26, B-C=38 BOT CHORD 8-0=0 NOTES . . 1) This truss has been designed for.the wind loads generated by 60 mph winds at 25 ft above ground level, using 8,0 pst top chord dead loed end 7.0 psI bollcm chorddead load, 100 ml from hurricana oeeanfina, on an . oCcupancy category I, condition (enclosed building, of dimensions 45 ft by 24ft with exposure B ASCE 7-93 . per UBCS7/AN5.195If end verticals or cantil8vera exis~ they a", exposed to wind, .If porche. exisl,they are exposed 10 wind.. The lumber DOL increase Is 1.33, and the plate g~p increase Is 1.33 . . . 2) This truss has been designed for a 10.0 psfbollom chord live load nonconcurren\ wllh any other live loads per' - Table No. 16-B, UBC-S7. .' 3l Refer 10 girder(s) for truss to truss connections. . 4 Provide mechanical connecllon (by otheral of truss to bearing plate capable of withstanding 14 Ib uplift atjo;nl C, 34 Ib uplift at joint Band 8 Ib uplift allofnl D, . 5) This truss has been designed wilhANS1rrP11-1995 criteria. , LOAD eASElS) Standard ] '-:I ~ . . . . :A WARNING - VERIFY DESIGN PARAMmllS AND READ AU NOlES ON THIS AND T1lIJSS DRAWING NOTES SEFORE USE. Dmtgn \IOIId br use oriy with MRet ~~. ,.' _ ._ .'~ 1hII CleSlQlllS baSed oi'IIv ~ porameten shown. Q"\d b fer an hdto.1dllC1 buIdIng component to be hsfal'ed cn::Ilood9d varllculy. ApplIcabllfy cI destgn.. ~,.. ',.. ~ Q'Id proper .__....._......01 compone"lf brir.pcnslblltyof buldlng detignel-I'loftn..m designer. Brnchg shciwn b for 1at1lM'a1 . aJpport of hcI\IlidlJoI web memberl <::ny. AdcIItonall8mpO.-ory b"odng to i'lsIur. stobllty dutng COl'\$fn.lCtlOl'l1S 1M mponsIbItyOf the erector. Adctl1cn:J1 pennanent broetg otth. CMlfollIItLdl.nl k the ~ty of the Wd'ng dlt~Onet For Ql!!nerol gutdance regadlng ._ ..__u... qJcllty ccntroL Itotage. dellYerv. 4wecfton end broc;ng. comul~ QSl.aa Quality Standard. OSW9 BrocIng Spec:lftcotk:n, and HIB-91 Honcllhg hltallng cnj &ocro Rec. _ _ . __ _ -. ',:. avoIct:l!e from Truss Plate htltute. S83 O'Onotrlo D:1ve, Modbor\ WI 53719. ~., theTRUSSco. . . BlltLDlNGl SUPPLY INC. SEp' 01 2004 4:21PM 'j HP LASERJET 3200 p. IS /'00 jCASCAOEC J4A ROOF TRUSS JOe HUBS \.00., I:.ugene, un. W:4U.t. --------- -4:2Ul , - ,1 - , . Cor) ... _"_:,1: ~ __ -\-.. _ ::::..... _._. ..,,_+ .russ IruSS Iype iUIY I"'Y 1'4 J' '1 . , I!'PUonal) . _ ;)l"\lS....OV lOt. Mllekrnousmes, Inc. rn~1:~':44,UUI nayasn \vascaoe \..} \'dlJb4j ~ I""oge I ". ..--..-.'''-- ~ 2.1.13 . ----I Salhl.1:D.. . ~ A( //l~ [.,// .~ . --3d:.. s,OOfl2' .;1 ,/ ~ ~ B'() E ~,~ D ;----- __......!-O~_ . ..._ ._.. ,.__.__ - _.i-,=-,.,"___---"...,.-.-- ,-,,,---'1 - ,~'"-,-~~"'".=. --.,----~=l- LOADING \eol) . SPACING 2-0-0 CSI I DEFL in (loe) Vdefl TCLl ~5.0 Plates Increase 1.15 I TC 0.12 Yert(LL\ -0.01 ll-O >999 TCDL 8.0 Lumber Increase 1.15 BC 0,12 Vert(TL -0.02 B-D- >999 BCLL 0.0 ,!'lep Stress Inor YES I we 0.00 I Horz(TL) -0.00' C nla BCOL 7.0 ,c.oo.e. ..~BC971~SI8~_ _ L_ ~~~~).. _... J_~~~ ':I:.MI~ Udeft = 36.0.. . _. _ L _'__'_h'___ --".. -----.-..--... PLATES .MII20 GRIP 185/148 Weight 9 Ib ~ -./;~~'bRD 2 X 4 HF. No.2 ~8'6~gRD Sheathed or 440 DC purlins. . . , )'" T CHORD 2 X 4 HF No.2 , 'BOT CHORD Rigid ceiling directly applied or 1040 oe bracing. 'REACTioNS (lbls;';e) C=101Mechanical, B=18~, D=251Mechanical . Max He>rz B=33(load case 5) Mlix WIIIIB:.431Ioad case 5), D=-8(1oad case 3) . . , Max GravC=11( oad clise 4), B=188(load case 1), D=62(load case 2) FORCES (Ib) . FITSI Load ease Only TOP CHORD A.B=28, B-C:.43 BOT CHORD B-D~O NOTES. . _' . 1) This truss haS baen designed lor the wind loads generated by 80 mph winds 812511 aboVe ground level, using 8.0 pSI top chord dead load end 7.0 pslbollom chord dead load, 100 mi from hurricane oceanllne, on an ' oi:cllpanCl' category I, condition I enclosed building, e>1 dimensions 45 f\ by 24 f\ with exposulll B ASCE 7,03 . . per UBC97/ANSl95 " e.nd Verticals or cantllevers exist, they are exposed to wind, If pC>rches. exist, they are :. exposed to wind. The lumber DOL il)Cnlsse Is 1.33, and the plate grip increase Is 1.33 2) This truss hssbeen designed for a 10.0 psi bolle>m chM! live Ie>ad nonconculT!lnl with any othe, live loads per - Table No. 16-B, UBC-97. " <>' 3) Reier to girder(s) lor truss to truss connectlona. .' . ~........ 4) Provide mechanical connection (by others) of truss to beartng plate capable of with sian ding <13 Ib uplif\ at joint r,;~ Band 81b upllf\atjolnt 0, . . - 0 ., \.~ 5) This truss has been designed with ANSVTPll.1995 criteria, . '. <>:] - LOAD CASEIS) Standard ' ~ -I.. AUG S 1 tOOl . 1~:(P1P.ES .'-J ...... WARNING - VElIFY DESIGN PAIlAMrnI/S AND READ AU. Noms ON 1MIS AND 1RUSS DRAWTN~ Noms sEfORE USE, 4- OUgIvaldtot....ottywflhMlTekp. 'P....1NIcJasIl;onlst:oltd_crlrL\XltlPOFOmeterlV'1Own.Q'\C1lsfofooh;fMWclbtJldt'(JC. ~. ,..tobthstoledcnclb::Jiecl' . _ wrlcoty. ~Oldellgnporan'1etena1dprop..hc.. ".'..... 01._ ..... IlsresPoculbmvotbU~dNlg'*-nottnadsdr;Jne4'. Brack"QlhOwnlsfa.IotorOl' lUppod 01 ndMdl.IaI web ~ orf'(. ~ tempclfCly tltodng to nus. r.abIIry amg CClf'lStruc:1lo Is the reJPC)n3lbllty of !he moclor. AddItIonClI.. ,. '. .' _" btochg ottMoYerCIlstruct\H bh NlDonsbllry ollh8~ dellgner. For Q81"'81d QlJdonce regadlrgfat::dcotlon. qJC:dty 0Qntrd. ,iOl0Q8. dilIIv8:y. erecnon and btol:hg. cansUfQST-aB QuallySknl:b-d, OSB-89BroeIngSpeClflca1b\ and HlB-91 ~ lnataD1g crd!lacang ... ...,',,_.. .':ltkln ~ from Truss PIote nsmute. Ul.e......,.:h:Ico. . 6S3 O'OnOftlO cme. tIocb)n. 'M 03119 .. . . . BUILDINQ StII'Pa'!He.