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HomeMy WebLinkAboutMiscellaneous Plans 2005-7-19 -.;....~ ~ ,J ..... ''')' ,. .,. -,- I, , ,. J . . " " ,. 'CITY OF SPRn-tGFIELD . Development ServiCes Department BuildingSarety Division . Residential PIan Review JOB ADDRESS: \00 ~ f) ~ ~~\L (j; CITY JOB#: \ (1'0' ec{ ~ OWNER: 0\~0Ji\. PHONE: cONTRACrOR:..)e--PF PHONE: oz;z.<is"-:-ID<is"1 Items listed below (if any) and those marked in red directly on the "t'~.u'ed permit , . docUments are incorporated into this project in additi,on to any requirements appearing on the construction plans lind the City standard document eiititled ''Single Family and Duplex . Construction Most Commonly Missed Items". A CuU-"'jN"ding num~ is marked on yoUr plans for any items 1istedbelow where applicable. .. All references are to the 2000 Oregon State One and Two Family Dviellid~~al~.Code, (1998 International One imd Two Family Dwelling Code as amendea.l>Y. the State-of Oregon unless noted otherwise. A copy of this code may be obtainecHrom the ~uilding Tech Bookstore, Inc., 8020 S.W. Cirrus Dr. Beaverton, Oregon 974008-5986 :...:. . .. . . .. . ... ... o . - ...... . Your signatUre on the Building Permit is an ay,",,~ent that all items.wiIl ~ instailt'llor Cuu~~~~d, and that all work on this . project will comply with applicable code3.o 0000 ...... . . .. .... ISSUANCE OR GRANTING OF A PERMIT OR APPROVALooOF ~~, SPECIFICATIONS AND OTHER DATA SHALL NOT BE CONSTRUED TooBE oA 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: .JASO 1-J ~\)'5> \..:J PHONE: iLJ b - S'-i)lL{ ..... '0 0 .... . ...... o 0 00 ...... o 0 . .. ...... o o' '.. .. .... o o o .... ...... o. 0 .... "\ 5 \ / /. . J] ~/~ \ C (I)' - A" \ a V'~~ \ LO\ \ @) += q B \ \'0 \. A \ aT (.) ~_~ PEB~~ \ . lLJ ~ii~ I\ \@ ..,z~, ~\ , :=: <;) \ !\ \ N 'M -Ii \ - \ I \ ~:r- (f) -\ .~\i ~ \. \ ... \ ~~rj+9~7~ lZ9T ~ CORD LENGlIi - \ ' 14.0~:._ , CORD StARING - L N 73'50'33" w_ N \ \ \ . '\\ \ \ \ GRAPHIC SCALE , O 10 20 I I I -~ \.j==::::::::-::,::::::::i:::t~:\::~:::==~: ,~=~~::~~~~:~~- 595 (J) Vl ~ ~ ~ t09 o tOO tOO tOO 9_ :g:l LOT 121 !='::: LOT 122 !='::: LOT 123 !='::: LOT 124 g io ;;; 5,547 S,F. ; "'.... 5,401 S,F. g v; 5,400 S,F, g v; 5,400 S,F. . ~ . -Jlo. I . -Jlo.. 20.00' - ~ ITi ,,; ,., ,., 20.00~'" _ ,40.00'y , ,~'9 _.___21_4~3_~0Jli)~- _~O.OO_ -11.68'_ -"" - S7.n -. .' _ ," C54 N89"48'06"E I .' 209.81' - '.7' C22.... I N89"48'06"E PEBBLE 1-A- I 267.25' 20.66' C55 _ _ N1l9"48'06"E _ _ 232,15' r__ ~J< ~ _. CZ;~L 36.99' - 60.00,i - 60.00'- - 60.00'--' 15.i6-.....~~06 /" .~ CJ(= \ ....."'0) Z Z Z z :z 0/ _f./) 0 0 0 0 a -;. ).4' 000 wq ooq. OJq CD1q <1l no' LOT 135 ~::: LOT 134 !=' ::: LOT 133 ~ ::: "LOT 132 ~::: LOT 131 ~::: LOT 130 <:P ~ "V -Jlo. - 0 - OJ - 38 ". 5 3 0'1 ' - ul (:) " 6,104 S.F. -. '" 5,398 S,F. q 't:. 5,396 S.F. "!. 't:. 5, 9 S.F. '! 't:. ' 82 S.F. "'- It. 5 631 SF> .;. ) i i i ~ ~... -.\.i "\ N89"41'30"E L 529,39' \ -- 63.37' _60.00' 60.00' 60.00' 60.00' 78,6C" _, 47.42' \ 81.97' 60,00'" 60,00" 60.00"" 60,00"'-----" . 60:00'- / 60.00' 87.42' ~ LOT 136 z z z z z z z LOT 143 , 6,203 S.F. 0 0 0 0 0 0 0 9197 SF (DO QJO COO mO OlD coO OlD._. 't. , ~ :::. LOT 137 ~ :::. LOT 138 ~ :::. LOT 139 ~ :::. LOT 140 ~:::. LOT 141 1:::::. LOT 142 ~:::. \ iv "!. 't:. 5,360 S,F. q 't:. 5,367 S,F. -. 't:. 5,374 S.F, "! 't:. 5,381 S.F, "':. 't:. 5,388 S.F, "!. 't:. 5,395 S,F. '! 't:. 21.00' '"E "'. , . . . . . . . ~ 77""0 "6, :: :: :: :: :: :: :: l-l ,,586 " J 9.50' - ~ ,-- J'SO~;?'.9' '-- 39, 7J:.... ~O.OO' _ _ ~O.OO' _ _ ~O.OO' _ _ ~O...QQ' _ _ ~O..QQ' _ _ ~O..QQ' _ ~ _ po'~ _ - S,,~ .. L I - .. ~ .4 - . C40 " 7.00 P.U,E. N89"48'06"E 412.02' DEDICATED QUARTZ AVE C", HEREON 457.50' . N89"48'06"E 665,54' 6,096 S,F. u . 0'" . ... ,,; .- I"J ci o IX) o (J) 6,120S.F, gv; 6,120S,F. gv; 5969 SF --Jlo.. .r ~ ,'. .. ,., ,., ~ 68~00' .50' N89"48'06"E 68.00' 60.00' 58.26' ~. 58.26' 329.76' 67,50' 60.00' ,8.00' 60,00' 60.00' v;:::t .... .... ::m LOT 129 8,443 S.F, .. ... L30.00, - 45.64' N89'48'06"E 2258.21' !N89"48'43"E 2258.14'1 798.60' N89'48'06"E "" . . . I, '0 t> ~ ." f: ~ C40 C41 C42 C4 844 C45 C46 C47 C48 C49 C50 C51 C52 C53 C54 C55 C56 C. PUBLIC TEMPORARY TURNAROUND EASEMENT PUBLIC SLOPE EASEMENT 15,03' ( CHORD DISTANCE) ( ~'1- .-:. t7n ~~ v. .6" 'cP 0 0 '-1 P.O'. v. ~ ,::,,~";' ~. . .zf,. FOUND: 5/8" REBAR PER CSF NO. 10954 NOTE: NO BUilDING, TREE, SHRUBBERY, OR OTHER OBSTRUCTION SHAll BE PLACED ON OR IN A PUBLIC UTILITY EASEMENT. BAKER AND 1385 OAK STREEl (5 fl,)7A ~~~ Ul ~UU4 4:4U~M H~ LH~~K~tl ~~UU ,...- !.JOO ~ lruSS : IruSS'1 1 !STANDARD iA .. ROOF "I KUSS I.llieTrus;.-Cd:-.-EUgene: OR9T402" -. - .... .. JUlY ,tJly "/oen K1amalh(9004) 4,201' : 5 : 1 , .. : ! i (optional) , SRlsNOV11J20rnrMileK'1iidUSfrleS,lnc: T(j'e-Aug711T:2lf.:<<r200f Vage ';""' ,,,,,,, ,-.'j!:01 1,0.0 ..- .~~.!Q..----... j 5-4-10 10.()-c 4-7.6 . . -... I .. '-'-"~""''''I'--'-''" 4-7-6 20~O "'--'-~ 5-4-10 i!C-O~ 1-0.0 -..J Scale II 1:43.8 <4114 ~ o 6,00""" ..-:::4--::.:::::--_" I'" ,/',' .....,...... 2x4 \' //':.-~/'" .........~, 2X4 I' i .~ ".- ........'-, .. C ...-":...../ 1-1 ........--.. E ...i 11-0 .-V" ~' !Xl ..fl /~....~_......, II ' ~ "'I /.-' '...,.' I ./' ,.>, .'/ ./' ...... ,c~ : E~/ '-....'.'...... ./// " ........., ! i /,././ ..........-......::::. ' . ///"" "'-...-.............., i I ./ ..../.. ............... i ...- /" ". ..-.....J v.//....... .... F !~i' ~~L_.__..__ - n - >.~.- -- -------- ----"--'::,.~.-. G'l . (::>'~x5~"'--'~'-"-"_U_- ..._'-~.._..~~...._'--_._.__._._..._,.- -. ...__R...... ~J:~':::.J1 3,1(8 :..: .... . . ...... . .. .. . ... . .. .. ...~.,. .. 10-0.0.....__ _.. .... .,. ....-.........-_......- .-..... .~...~..~...:..... .f~:;~=:.:-.:=....-:::;;-....:.:.=;:=..:..::=-~~:~ :::..:.....;: .:,.. L~~G (psI) . ~.. SPACIQC;;.:.. 2.().0 1 CSI TCll .. 25.0. '. plates Il'cr",,~e 1.15 i TC 0.36 Tcbl. 7.0' T ..umbe..lnll8aoe 1.15 I BC 0,86 Btlt' .. 0,0 I flep Stre!! Irft:r YES I WB 0,30 BODl 10,O"j..Code UBC97/ANSI95 .. .- , -;;BER . ... .--.. .... ...-- . , . '''i;HORD 7.~ 4 HF No,2 ...... ~1'€Iol()RD :'-Xol HF 1650F ~.5E. \'Vlieii.. 2')( ~FSPF S~~1'D . . RS(C1'lOlis lib/size) B=901/0-3-8, F=901/0.3-8 Max Harz B=-34(loOO case 3) ._ _ .j ... _ .___.._..._ 2O-C.O _.u..___ __.._.... .._.,=,c~~=~,,,- ,__.....c}~O;,L="__,",=,_,_ :_ '" ..._...-. . ..._-- -.. -. DEFL in (lac) Vert(LL) .j),23 B-H Vert(TL) .j).47 B-H Horz(TL) 0.Q3 F 1 sl LC LL Min Udefl = 360 I/defl ~999 ~501 nla PLATES MII20 GRIP 185/14B Weight: 69 Ib , .......-..--.....- BRACING TOP CHORD BOT CHORD Sheathed or 4-9-8 DC puMin., Rigid ceiling directly applied or lll-O-O oc bracing, FORCES lib) - First Load Case Only TOP CHOI1D A-B=14, B-C~1224, C-D=-905;D-E~905, E-F=-1224, F-G=14 BOT CHORD B-H=10B5, F-H=10B5 WEBS C-H=-316, D-H=504, E-H~316 NOTES 1) This truss has been checked for unbalanced loading cOndilions, ,", 2) This truss has been designed lor the wind loads generated by 80 mph winds at 25 fl above ground level, using 7.0 psI top chord dead loed and 10,0 psf bottom chord dead ioad, 100 ml from hurrican. oceanline, on an occupancy category I. condllion I enclosed building, 01 dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC971ANSI95 If end verticals or cantilev.rs .xi.t, they are exposed 10 wind. II porches exi.t, they are not exposed to wind. The lumber DOL increase Is 1,33, and the plate grip increese is 1,33 3) Thi.trus. has been designed for a 10.0 psI bottom chord live load nonconcurrent witl1 any other live loads per , Table No, 16-B, UBC.97. 4) This truss has been designed with ANSlfTP11-1995 crlterie. LOAD eASElS) Standard 12/31'02...-- I ,J, -.;:" ' , ' A WARNING - VERIFY DESIGN PARAMETERS AND READ All NOlES ON IHIS AND TRUSS DRAWING NOlfS BEfORE USE. ~' , De5lgn....0Ud fOf 1M onIv wilh MlTek comectors. ThI1 dflll7lls based ontf UPOf'\ peromelel1 !Ilown. end II for an hdMdual buldlr'qe~'j:<)nent to be Instdl8:f?nd loaded vcu"caly. Applcobelty ol de51gn pCl"om.I.~ md prOpBf ncorporollon of c~onerr.1f responslblllv 01 bu6dhg designer. no1 trun dDsIgnef, Sradrq 5hawn II tOf Iot-Jrm fUPPort 01 hdl-llduat web membel'1 onI-(. AddlIonal ._...._'_., bmc1nQ 10 IrlS'.6G stobllily c\.llng construcTIon is the r8tpOMlbllly of~. erector. AcXitbnal permanent oroclng 01 Ttlflo o....erol stn.JCtUl'e Is Ihe '.....,..... ~_"", I;ll the btJllcl'n~ dellgner, For geneml gUdOf'lCe regarding tro1cOlIon. qJOIIfy conltOl, storoge, dellVefV. erecUon and "'h. bloclnQ. consutl ;)ST-86 Quality StondCl'd. OSil-89 &acing SpecltlCatlon. end H1B-QI HondIlr'Q lNtallnQ ond !!racing RacOITYTlendotlcn avolable from InISS :l1cta L"sdlule. U.I& I_"'~CO. 583 D'Onolrlo Drtve. Mcx:tI5on. W153l1Q . 6 BUILDING SUPPU' INC.. SEP 01 2004 4:40PM HP LASERJET 3200 p... ! JOO II rU8S !STANDARD JA1 ' ' . ~B I russ J"EUgen~, Ur\ l::Hi+ll'" trUSS" . ~ 1 ROOF I "lIss i Yly ! t"IY 'foen r\.lamaln\~UU4} ;5 :1 ! ~ I I (~1l01)!!L SRt SNOV"1f::f2vvu 1V1lleK ncusmes. me:- I ue f\ug ""I T1:2v:",o LUV'I t'age T" 4:201 -O-~___~, 0,1-8 &-3-2 -f _. ~ 9: ~2.-a. 4.7.6 I" ,1..~S"~:""I' ..,__, 19:9.o,,_~O,. ..7-8 5+2 ()'1.. Sc:aIe= 1:G7-Z J 4x4 . 3 --';~1'~,- 2x4 \' ~//' ~ ......:::--..... ZX4 ' .-.,' .......... ,/ l>C /~. , , "----..., C-9 .z.../ ..........'ii:-.... ..........~,. ,,;:g.....,..... ,,---:-';/ ''::':1>" ~/- ._-.~, A ~./ "'C",' /,/ ~:::---.. E 1 ~ 3~;'--':_~-'-'::;~''----'-:-=::'-' _c=c ::::5~.o ~ 3xS " 6 00 rrr c .... . . ...... . .. .. . ... . .... ....~I~:~._ 9-to.s ~:..~=.-:~.~ _. '-~.:.~:~~~:;..;. ;...~.:.:_. ~~:1~_.=-=..;~.<. ~.~.o_-~. .,_ LOAQl~G (psf) i SPACICllO.: .. 2-0-0 ! TCll .. 25.0..':- plates !J'lcreaiie 1.15 TCtn. 7,0.. lumbe"nde35e 1.15 ro..,,' .. 0,0 i flep Str~s I"'" YES BooL 10,O.....tode UBC97/ANSI95 , '~r~'A~-A.-' ....~.:.. .........._.._...~. ".h___...__...~__J_ . .'i'CHORD ~~4HFNo.2...... ,--<<,..€flORD ~~oI HF 1650F 4,5E. wi;e~.. n 4'r"I'IFSPF ~l4CU~l'D . . R~..tefft)NS (Ib/size) A=810/0.5-8, E=810/0-5-8 Max HorzA=32(Ioad case 4) FORCES (Ib) - First Load Case Only TOP CHORD A-B=-1167, ~=-867, C-D~867, D-E=-1167 BOT CHORD A-F=1025, E-F=1025 WEBS B-F=-285, C-F:<70, D.F~285 0,35 0,62 0_28 ..', _",_.____ ~ 1!:j0-. 9-10-.9 0.1.6 _._",.,"-,--=..:.~._'.~____.". :..=,:..:.-=.:=..r-'"'--~__.-'m--'=". DEFL in (lOCI Vdefl I PLATES Vert(LL) -0.23 A-F >999 I MII20 Vert(TL) .0.47 A-F >493 Hon:(TL) 0,03 E nla ,1st LC LL Min Vdefl = 360 Weight: 66 Ib ,.____.. _ .__._.__...__"_' _.. __. __ ;.....1.. ....____..__. _. .. _. BRACING ' TOP CHORD Sheathed or 4-11-3 oc punins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, .... ..-.... --..--.. eSI TC BC we GRIP 185/148 NOTES 1) This truss has been checked far unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7,0 psI top chord dead load and 10,0 psI bottom chord dead lead, 100 mi Irom hurricane ocaanllne, on an occupancy cate90ry I, condition_I enclosed building, 01 dimensions 45 It by 24 n with exposure B ASCE 7-93 per UBC97/ANSI95 II end verticals or cantilevers exist, they are exposed to wind, II porches eXIst, Ihey are not exposed 10 wind, The lumber DOL Increase Is 1,33, and the plate grtp increase Is 1.33 ' 3) This truss has been designed for a 10,0 psi bottom chord live load nonconcurrent with any olher live loads per Table No. 16-B, UBC-97. 4) This truss has been designed with ANSIITPI1-1995 criterta. LOAD CASEISI Standard 12/3 If".2- I J _./ A WARNING - VERIFY OF,~I~N PARAMEl'RS AND READ ALL NOTES ON 1HIS AND TRUSs DAAWlNG NOTES BEFORE IJ$E, Design veld ICI use onty with MITekeonn~tors. TNs d6'Slo\ 11 based oriYlJpon pOlomeleIJ mown or"d Is fOf CI'l ndNIdUa blAdna component to be Insfoled and loaded vRIUcClily. AppllcobllllV or (l~51gn POIomet8l's and propel tnccfporatlon 0' COIl\Ponen1 II rQlponslbUlfV ot bullCll1g deslQrWr. no' tnJn dlnlgn.... Etodng show" Is lor bt9f'd! support 01 IndMduol web memoel1 onl,\,. Addlbnol tClmpOlor')' brocr.g to 1l1sur4I slcblllly during consfruC1Oo Is the 194ponslbllly 01 1M areotor. Addltbnal pEllmonont bracing a!I!"loe ovlt.on IlIuclure!3 'Me re~pOrl3lf)1Nly ul fl'\8 blJlk:1Irg deslgn8l. For general uulclolC8 regordlng labllcatlon. qualIly c:lnhoL storooe. defVt)ly. erecllon end bfoc:lng. consult QST .ee Quoftty Slondald. DSB.89 lIroclng Specllleotlan. and HlB-9\ H"ndllng ~'\Stotling ond Brodng I,v...... "...... .J_;fon ovollable from TtuU PlOl9 hslllule. M3 O'Onol'rfo Oll~o. Madtson. Wl53119. . ~ theTRUSSco, & DUtLDING suPPLY tHe. SEP' 01 2004 4:40PM HP LASER JET 3200 r'" . -~ I~OU I russ I rUS5 I ype l.llY I"y Mayaen I"'''' 'f.t(~' ROOF TRUSS K.ti-l-~YI/:). 11,- :;';/;:..... Job Reference (optional) I ne I russ \.iO" ~umner VYPt., t:ugel E! UK :>.VW S ....eo ',UU", V111eK naUstneS,mc. InulVlaYiU.-14:OV:~"'UU.:l t"age I . .1-0.0, J',"O-o' 10-2-12 10-2-12 20-5-8 10-2.12 31<5., :21-e-8j 1.IJ.IJ Scale. 1:37.8 a 8 ..... .,)tt:.....~ 1D" ,"",' ........... 7 /::1:1' .,t8.~ ,./r;/ I "':1":---",, ,2 6/ ........C;o . ..............., ___;::,/' 'oR -._______ 13 S /j 'w~., ....../.... sri' ,-, .......~.. / /' ~. LJ-............. 1. ;.aZf' ~rl6 ........".~. ~._./ .-,-' S "15 l: f( II ...~.. .......... 15 "'~,8( - SI1'9 t.................. 3 ...- "'~l ... 14 ....... ........ /'~/--:/"1" 1- 2-4-0 Sf 0 ~'>'" ......-...-...... 2 i -J ....,:'...,....... /' ,.' . ~........... 16 M~ .~.,:->' :l 3' 1[" -e I~_~'..- '6 ~ ts~, ....1..'.','lt1 ~I>_- ~lr-1f"-~?' Ili!IIIIIII' ~,-,~~._.....4""<JIJ 3x5 = 3xS = 3Jt5 = . 00 .... ... . . .... ...... 1-.-'- ...-..... _. --- .... .. .... . . ...... ~~:\S_.l^. TF lS;V-L-o,l:.ageJ __ ~_.-====.~'~~=..~.-=~.=._..._.- LO)''l1lNG(psti . oosPAcuis':oo 2-0,0 CSI DEFL' in (Ioc) lldefl Ten_" ~5,O. . Plateal,u:t"".e 1,15 TC 0.12 Vert(LL) nla nle TW: 00 8,0' tumbertpetejlse 1.15 BC 0,07 Vert(TL) 0,00 17 >999 Bell 0,0 Ilep Stress Incr NO WB 0.05 HarzlTLI 0,00 16 nla ectn. 7,0':" t;ode UBC97/ANSI95 (Malrix) 1st LC LL Min IIdefl = 360 Weight 941b . ,!~~.!.'_._.__.___.L..-_..___.____.- --------- e:>ABER ...... BRACING " :.Ir. ~tlORD ~)( 4 HF NO.2 TOP CHORD trOTCFroRD Z;(l!.~ij No.2.' '. BOT CHORD Q~~! 2 X 4 HF Stud 00 00 o,oof'IT ~ "' .; __2~, 20-5-8 PLATES MU20 GRIP 185/148 Sheathed ~: ; .. " .. ,:_," ' Rigid ceiling directly applied or 1 (}.(}.O oc bracing. ..... REACTIONS (Ib/size) 2=194120-5-8, 25=136/20-5~, 24=135120-5~, 30=189/20-5-8, 29-74/20-5-8, 28=113I2o-5~, 27=109120-5-8, 26=69/20-5-8, 23=28/20-5-8, 21=98120-5-8, 20=120120-5-8, 19=52/20-5~, 16=206120-5.8, 18=232120-5-8 Max Horz 2=86(losd caae 4) Max Upllfl29~4(load case 51' 26=-12(load case 5), 23=-37(load case 2), 21~3(load case 5), ' 19=-6110ad case 5 ' Max Grev2=194 load case 1 ,25=136(load case 1), 24=135(load caoe 1), 30=189(load case 6), 29=74 load case 6 , 28=113(load case 1), 27=109(load case 6), 26=74(load case 6), 23=33 load case 7, 21=99l1oad case 7), 20.120(load case I}, 19=52(load case 7}, 16=20 l(load cas,e I}, 18=232(1oad case 7) , FORCES (lb) - First Load Case Only TOPCHORD 1-2=28 2-3~93 3-4~80 4--5=-70 5-6=-72 6-7=-72 7~~61 8-9=-80 9-10~80'10-11~53 ,1-12":'70,,2.,3=-73, 1:i-14=-69:14-15=-86, 15-16';"99, 16-17=28' , ' BOT CHORO 2-30=0, 29-30=0, 28-29=0, 27-28=0, 26-Z7=O, 25-26=0, 24-25=0, 23-24=0, 22-23=-0, 21-22=47, 20-21=47,19-20=47, 18-19=47,16-18=47 WeBS 8-25~105, 10-24=-92, 3~0=-149, 4-29=-55, 5-28=-92, 8-27=-89, 7.26=-62, 11-23~49, 12-21=-83, 13.20~96. 14--19~51, 15-18=-179 NOTES 1) Unbalanced roof live load. have been considered for thia design, 2) Truss desl~ned forwtnd loads in the plane of the truss only. For studs exposad to wind (no,",allo the face), 'see MiTek' Standard Gable End Detail" ' 3' All plates are 2x4 MII20 unles. otherwise Indicated. 4 Gable requires continuous bonom chord bearing, 5 Gable studs spaced at 1-4-0 oc, 6 This truss hea baen dasignad for a 10,0 psfbollom chord liva load nonconcurrent with any othar live loads pet Table No, 16-6, USe-97, ' 7\ Provide mechanical connection (by others) of truss to baaring plate 'capable of withotanding 4 Ib uplift at joint , ~9. 121b uplift alioint 26, 37 Ib uplift at joint 23, 31b uplift at jcint'21 and 61b uplifl at joinl19. " J..tO"uad on page ~' . " I EXPIRATION DATE: 12131 1 04 ! lAY 2 2 2003 A. WARNING. VERIFY DESIGN PARAMElER! !,NO READ AU NOTES ON TlIiS AND 11lUSS DRAWING NOTE! Sf/ORE USE, 4;.' De5lgn vcftj f?I Ul9 only INItn h1Tek ccn,ecIOIS. this deslgl Is bClled orty UpofI parameten.lf1QWf\. und I:! fCl' an P.tv1dUaI b\JIdlrl9 (,~..... ~.. ,", ,. 10.be InslOled and loooeu vertk.otv. ApplcOb&lty 01 dB!1gn potamfrlel1 a'd proper incorporation of _..,...._._.11 ~ responslbity 01 bliIdhg desb*' not trull designer. 8racIng shown IsfcllOlerci suppa" ollndMdJol web members on;Y. AdcliI\onCll tempolory tlfOCll"lg to InSUfU $Iobllty d\JIIng construc11on II the r$SOO1"lSt:lIIlV 01 fhe erector. Addft1o~ ptrmaulnt broc~ ollh.. QVefoll cln.Ic:turQ Is !he re,ponslbOity of the bl.jldlng deslgl'\9l". For generol guidance regordhg f~1clI\ QIJOlIy control. storoge. deINery. arec1lon ood th~...... "-~~CO. bloclnQ. coI1S\llIQST-88Q..lcliIySlondc:rd DSB-898rochg ....u........u........ and1iB.91 Hor"lC1llng lnSloh'1gondl!raclng ".._..., ~_.. .ovoIobI&1'romTrunFlat.lnalltutll. ;g -- 583 D'Onofrio D,We. tIoc11son, WI 53719. . a BUDJ)DlQ SUPFD' tHe. sEP 01 2004 4:40PM HP LASER JET ~200 , \JOb ! KLA-ELEVB T ru~s Truss -Iype Qty Ply HByaen Nsmsm tJ pUJbbJl;;;:t B ROOF lRUSS 5 Job Reference (Ortiona'i O.lVU S May '-U ,,"UU,", MlleK naustnes, Inc. ue ~Ulf -J"':I,:U:J ..t:\JV,) rage-I I ne I rU~9 VO., .::>umner v\ft\ i c.ugene Ut\ ,1-O..Q ---./,.0.0 5-0.9 6-0-8 9-11.7 ""0-15 16-0-0 749 2:1-0-9 7-0-9, 27-4-2 3-11..& 4x5 = 8,OO[lT , , j 3x5 -:;. 311'5.:::. 3 'iI '~. 'NIl /.~ ", 2,.......;: ~~' , 4l(8 = o .. .... ... . . .... ...... " '...:::.~... 17. <--... ~ 2><4- - ..~::(.<::::. - W= 12 WI, 11 llx9= 10 2X4 \\ ,..0-0 9-1-' 2!)'1~1 9-1.1 rJ. .. .. .... I-- ...1()...15 :..:.. . . ..to.15 .!:'1.1e.<Jn;e,s \^, ~!~ !<:U-U-U.o-1i'..fj,!lb:U-\HJ.\l-U-4J, ..... LQAO~(psO 0 0 SPACING" 240 TIl~o..25.0 .. 1'19Iesl"~a!lll" 1,15 TCIOlI, 7,0 .... J~mber Increase 1.15 B~LL 0 0,0 0 "Rep SlreSs'lncr NO' scot... 10.0 Code UBC9'"MANSI95 ------_._....-..__._.~. ............. ~RD 2i;" ffi1650Fof5E 0 : BOr<:~ORD 2 X 4 HF 1650F M~ 0 I/'Jf!f!& 0 0 2 X 4 HFSPF Stud/STD "Except" we 2 X4HF Stud ,...- 32-0-0 04-11-14 ~3-l)..O 1-0-0 SceIe. 1:57.3 --....:::::'! ~ ~,8 9:I 'i'l1~'6 4)18 :;; 14 32-0-0 6-10.'5 .--i CSI TC 0,92 BC 0.80 WB 0.82 (Malnx) DEFL vert(LL\ Vert(Tl Horz(Tl) In (locI -0,15 10-11 -0.34 10-11 0,10 8 Vdefl >999 >999 nla Ud 360 180 n/e -- ---- .... . BRACING TOP CHORD BOT CHORD WEBS Sheathed. ' Rigid cemng dlrecUy applied or 10-0-0 OC bracing, 1 Rowatm.dpt 3-11,7-11 $ee oWeb Brace Memo" lor . required T-Brace condition REACTIONS ~~.~eJrz ~~~jII~:~s::!547/0-5-8 , I Design of all continuous ateral bracing is by others FORCES (Ib) - Flrsl Load Case Only , . TOP CHORD 1-2=28, 2-3~2555, 3-4~1761, 4-5=-1650, 5-6=-1650, 6-7=-1761, 7-8=-2712, 8-9=26 ' BOT CHORD 2_12=2161,11-12=2061,10-11=2240,8-10=2300 WEBS 3-12=235,3-11=-695. 5-11=1072, 11-13~922. 7-13~77e. 7-14=360,10-14=217, 13-14~105 NOTES 1) Unbalenced roof IIva loads have been considered for Ihis design, 2) This truss has been designed for the wind loads generaled by 80 mph winds et 25 It above ground level, using 7.0 psf lOp chord dead load and 10,0 psfbotlom chord dead load. 100 mi from hurricana oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 It with exposure B ASCE 7-93 ' per UBC971ANSl95If end vertical. or cantllevere exist, Ihey are exposed to wind, If porches exlsl, they are nol exposed to wind. The lumber DOL Increase is 1.33. and the plate grlp Increase Is 1.33 3) This lruss has been designed for a 10,0 psf bottom chord live load nonconcurrenl wilh eny other live loads per Table No, 16-B, UBC-97, ' LOAD CASEIS) Standard , 1) Regular. Lumber Increase=1.15, Plale In=ase=I,15 Uniform loads (plf) Vert: 1-5=-64.0, 5-9=-64.0, 2-6=-20.0. '3-14~34:0 ~/ PLATES MII20 GRIP 185/14 Weight: 128 Ib IEXPIRATION DAlE: 12/31/04 SfP 0 9 2.003 A 'wARNING - VElIFY DESIGN PARAMmn AND READ All NOIlS ON THIS AND TRUSS DRAWING NOTlS ~FORE USE, " A DeslgnvdldfCK.1SI! ortfwtlh MlTek ccnneclm Thmdeslgn Is bcri8d lrlfupoopacmeI8r1~ or-dls f~(Il1nd\.4dUoibuJcflnQ com;)Onent Iobt lnstdIod O"ld loaded \'Of11cc!1y. Appl\':CJbilily of dosfgn paomefot. and proper Incorporation of component II re:ponsJblilfy or bUdng de.sJgnor. not truu d.~. ~!town II rer IotefCl support or Individual wob membels only. AddlllonaI1empor~r,. brochg to nue S10tjllty dlJrrtg constllJC'l\On 13 Itle respcrosIblllfy of 11'\8 eractor. AdcIl'Ionol permonem bradng of the oveloll ,Iluclunt k the I'lnponslbHlly o11h. bUldlng dedQnlt!'. For gmerol Q'Adoncl!I regadln, tobflcalkm, qudlIy control. &toroge. d"Uvory. IIIOClloo and lPft'USS bracing. consJll QST.M Quo!lly Sfandard. DSB.59 Brcck'lg Speclncal1on. and H1B-91 Hanc:lllog lMomng ond Br'acng Rete ._ "_' .......:,;0 o.roIlable Irom Tl\lss P OllllnsffMI!I, the &A co. eBJ D'Onofrio 011...., Madtllaf\ WI !:'i311Q. . lit BU!1J)QfQ sum.y INC. SEP 01 2004 4:41PM HP LASERJET 3200 p.s iJOl> l'russ I'NSS I .'j jSTANOARD !BGE ' - ,ROOF"r<USS Ilie I russ \.il, t:.ugene, ut'\ ::rlltU.c 1.._. .____..:_N. -. I llly ! Ply !'" "(den Klamalfi(9004r '1 ,1 ' ' _. " I ' I' (optional) -, . ,,- ,; - Gaf' SRf s NaY' 0 <UVV \v1l.eK nou.lne., InO, -rueIlUlfTl 1 f:Zo:31 ZOaf t'age 1" ,,~ -i':~~~_-''''__' 1.0..() ~..__..-.. 16-0-0 ._...--_.~._-. .. ...-- "-. . _33~__ _. __ 16-0-0 ,~-p 1-0-0 '..J ScalllIIII1:67.9 -4114 :; c 1 " L .....A;:, N K /' /t'~o .....-;..~ "?--,. P I /:./~-11 II ..~";::" 0 H /\Yj1' . " 1 I II 'fSR ~ //" II i dKM."'"l'" 'I I~ ,M'V F /.;;:/ ~iJM Kl' l ' , OJ, Hp1!o I 's'-,_ T E.~-!1 H'O~" 1 I I [[ QI,,FR,e I""" U 0""'-;:;':::-:: ""p , I I 'I I 5;10 '~' 1/ C / E~RF'Q I "I ,II I" i i T'Cu,a W I /.Al' · I I I II! I: 1 1/ 1?~~tt:l;0.-:::-~~~_~^~_d_:'A:~;b-:::~];:;&1M-'~M'~~v~~:"~~~~ .UI:;' := AT AS AR AQ /Jf AD AN AM At AK AJ AI AH AG AF AE AD AC AS AA Z JJ(J ::: !i.x5 ": 600[12' .... . . ...... . .. .. . ... . .. .. .... .. ..... . .... .!-_'_"!..!.!'!.!.!.'_'__"_"_h ._...._. __ . . .. . . . ==~~~'~~~_~~~~;1;~::U.~~~~:_ ;~:'..;.~;~~~~_~:;.~. _..' L<1II.QD'\<i (p.t) 'i" SPACIOO' .' 2-0-0 ! TelL 2S,O I Rlates Indease 1. IS i TG.Ol!. 7,0.:I'..UJrnberlnaease 1.15 B<::'W.... 0.0 FrepStress Incr. NO ~~~~ 10,0 , Code AA~i\7iANSI9S . ...... .....j ......___..h.... _ ...... >~SER- . ~. .. ',01il()HORD 2~'4~~ 16S0F'a:..' BO. (.}lQRD 2 X 4 HF 1650F 1.SE OTHERS 2 X 4T HFSPF StudlSTD 32-0-0 32-0-0 .... .---...- .... ...... ..---..- ---'---"'-.' -::~:::::~=-==:::"-:., ::==--9==;:=-"':'_'=-'- CSI TC 0,07 BC 0,04 WB 0.10 (Matrix) DEFL In (Ioc) IIdell Vert(LL) niB nla Vert(TL) 0.00 A >999 Horz(TL) 0,00 X nla 1.t LC LL Mln IIdeft = 360 PLATES MII20 GRIP 185/148 .... '''-.'---''--'' I I I i .'.. -....---..-.-.- Weight: 167 Ib BRACING TOP CHORD BOT CHORD S~eathed or &-0-0 oc puliln., Rigid ceiling directly applied or 10-0-0 00 bracing, REACTIONS (Ib/.ize) B=177/32-O-O, AG=II2132-o-o, AT=201132-0-o, AS=77/32-o-0, AR=119132-0-o, AQ=111/32-0-0, AP=II2132-0-0. AO=112132-0-o, AN=112132-0-0, AM=II213Z-o-0, AL=112132-0.0, AK=111/32-o-0, AJ=103132-0-O, AI=111/32-O-O, AH=112132-0-0, AF=1 12132-0-0, AE=1 12132-0-0, AD=1 12/32-0.0, AC=1 I 1/32.{J.{J, AB=119/32-0-0, AA=77/32-0-0, Z=201/32-0-0, X=177/32-0-0 , Max Harz B~S3(load case 3) , , Max GraI/B=I77(load case 1), AG=112(load case 1), A T=201 (load casa 6), AS=77(loed ca.e 6), AR=119(load ca.e I), AQ=1 11(load case I), AP=I 12(load ca.e I), AO=112(load case 6), AN=112(loed ca.e 1), AM=112(load case I), AL=113(load case 6), AK=113(load case 6), AJ=103(load case 1), AI=113(load case 7), AH=1 13(load case 7), AF=IIZ(load case I), AE=112(load case 7),foD='IIZ{load ca.e 1\, AC=111(load case I), AB=119(1oad case I), AA=77(load case 7), L=201(load case 7), X=l77(load ca.e I) FORCES (Ib) - First Load Case Only " TOP CHORD A-B=27, B-C=26, C-D=-38, D.E~26, E-F=-30, F-G~30, G-H=-30, H-I=-30, 1.J~30,J-K~30, K-L=-30, L-M=-30, M-N=-30, N-O=-30, O-P~30, P-Q=-30, Q-R=-30, R-S~30. S-T=-30, T-U=-30, , U-V=-26, V.W~36, W-X=-SO, X-Y=27 ' , ' BOT CHORD B-AT=10, AS-AT=10, AR-AS=10, AQ-AR=10, AP-AQ=10, AO-AP=10, AN-AO=10, AM-AN=10, AL-AM=10, AK-AL=10, AJ-AK=10, AI-AJ=10, AH-A1=10, AG-AH=10, AF-AG=10, AE-AF=10, AO-AE=10, AC-AD=10, AB-AC=10, AA-AB=10, Z-AA=IO, X-Z=10 WEBS C-AT=-146, D-AS=-63, E-AR~B9, F-AQ~85, G-AP=-85, H-A0=-85, I-AN~85, J-AM=-85, K-AL~B6, L.AK=-84, M-AJ~77, N-AI=-84, O-AH=.6e, P-AG=-8S, Q-AF~65. R-AE=-6S, S-AO=-85 , T-AC=-85, U-AB=-69, V-AA=-e3, W-Z=-146 NOTES 1) This truss has been ohecked for unbalanced loading conditions, 2) Truss desi~ned for wind loads in the plane of the tru.s only, For .tud. expo.ed to wind (nolll1al to the face), ,.., I .ee MITek 'Standard Gable End Detail" l'213'I;~ ~ 3) All plates ara 2x4 MII20 unle.s otherwise Indicated, , Gable require. contlnuou. bottom chord bealing, ., '--J lInued on page 2 ,- 1IlIL.' , ' 'A WARNING - VERifY OESIGN PARAMmRS ANO IIEAD ALL NOlES ON THIS AND rRlJSS DRAWING NOlES 8efORE USf, ~ O'Xlgn valid rO( 1.1111 only wittl MlTek OOI1!lt1CtOrs. 0111 doslgn I' oos9d onIV upon polornetm1 sha.....n. ond " for on IndM~ buldlng component 10 be tn~lall8d a1d Iooded :--&r11coty. Applcab./ty or dlUign fXIl'Omeleu Ol'"(;l propellncOfporallon of component Is re:.pONlbllly of buDding de!.lgner' noIllUS1 de~Ql"I9f. Bracing 5how~ b fa IateroJ IUPPOr1 at ndlvldJol web member. only. ...ddlnonalISl'T'ipOfOly bracing to iNul9 stcbll' during constructlon Is me r~IlDOnslbllty ot the erectOf. Addlllond fXllnlCnenl bl(]clng ot rhe OVBrJU .~tnJchJre is the reSl')OnSlbllty of the bt.ildllQ dellefl9/". For gemuol ;Julcor'r.Q rQOcrdlnQ tobricQtIcn QlIJDly conI'oL sl<:lfoQ9. daIMJIV. erecllon md theTRUSSco, bracing. consult QS'~8 Qualty Stondo-d. t'Sfl-.a9 Broc~Q Spedl\collon. and HlB.Ql H~ t1"41~ and elochg RKomm8ndatlon o'lolloble from rl\JS$ Fbfe lnstltule. 583 D'Onolrto Drtv3. Mc.x:hon. 'M 53719. . BUILIllNQi stlPFLY INC. SEP 01 2004 4:41PM HP LASERJET 3200 ... I Job 11 russ ! 1 russ-T~ - ~ I ! I [STANDARD IBGE jROOF ,,,USS I ne I russ \"'0"" eugene,. Vr<. '974OZ . ..."." .----. --.-. IQ1j- -l1'I}'---'1 ''taenRJamatff(9004)--- ! , 1 '1' I ' , _ _' I .i Joptional1_, ." i SRl . Nov fo<wu Mil eK nousmes,-rnc:-'"fijEj'Aug n1T2Cf:31 WOT I'age 2 4,'201 - NOTES ' '1able .tuds spaced at 1-4-000. ' , 1'1. tru.. has been designed for a 10.0 psfboltom chord live load nonconcurrent wllh any other live loads per Table No. 16-6. UBe-9T. ':/1llls truss has been desIgned with ANSlrrP11-1995 entena, ' LOAD eASElS) Standard . .. .... . . . . . ... . ...... .. .. .... . . .... . . ...... . ..... . .. . . . .... ...... .... .. .. . . . . .. . . .. . . . . ...... . . . .. ...... . . . . ...... . .. . ..... Vi, . .. ....... . . . . .. ... . . ..... .... . .' ..... -J,' - A WARNING - VERIFY DESIGN PARA.MErfRS ANO READ AU NOTES ON rnls AND TRUSS ORAWING NOTES BEFORE USE 09SlQnVOld tcrUSG ontywlthMll8k c:~.c1ou. TN, de.."i, bo1ltd oriy ~ porcrnol8l1'Vlown. a"Id II rorCl'lrd\t::kJoIWldng__..,..___~__: 10 bo Instc:hd and lOaded verTlc:oIy. Applca~Bltyotd."gn poroTlelan cod proper Inc:o-""orclion 01.._ '... _ Is rg.sp:nslblllfd buld'n;dedgnor. nol htm dell9*. B/Qohg Ihown II for \crt'8ral ~uppocl ollndlv\du:Jl web member5 oriy. ,.t,dcSll1onOllempolCJY bnXlng 10 ln5ure Ifobilly curhg comkucflon b the respol'lllbl'y of tt,,, emclOl. !dcItIoncI permanent aoc\rog ollhe o~.lol $1ructU"els the I;,sponsIbllly of the blJllch;j des!gnef, For 0""9101 QlJdonCe regordIng rlJl)rlcaBOl\ QUdlty CCi\IIol stOfoge, deDv8fV, 8fC!lCtlan ond bnc1ng.-COf'\$\I1t Q5T.88 QuoII.,. SIOfIdad, DSMQ &oc!ngSpitClllcat\on, and Hm..ol Handling Indoll"o md 3rodng\?g_~..~ ':_.::onCNoIldJle hom 1M! Plate ..miMe. sa3 D'Onofrio Drt.-e. Madison. WI ~3719, . ~ the .......>>co. . BUILDING SUPPLY me. SEP 01 2004 4:4~~M H~ LH~~K~~I ~~uu o . - I,JOO II russ j I russ' --or 'STANDARD i SA ',' : ROOF I r<USS ~ I russ'ccf; t:ug~ne, uR 974m2-.L - .... - . -. --. II.lIY !PIY 'faen tl.lamatn(9004) _ __ )911 'Iiop;ionall SRi S NOV -~t1 ~uuu IVIII e~ naUBUles. .nc. 1 us I'\ug ""1 I-I :..c.U;.)..C. -,,,,Jr-Page f -. 4,'201 ,J '\:!!f'--~+-~.' 140 6.8.2 5-5-' 19-0-0 6-10-13 25-6-4 .-+_ ~t!...,. __. 38-0-0 . n._'I 6-6-4 '4-5-12 8-4-4 Scale Q 1:106.7 6.00f17 4XB ~.: F 4)14 ~ 3)(5 -:;. O.F ,4rr:".. 3x.o1 /I #,r' ", ~ F-h4 II oE o-'E: t G-I. '" ~ ;~#~~:~ //~~~~ d ~~~";"~~~~. \' ~dh""~~'-~:-_--' - 5x10 ~ - . '-..::::::. ~A / .~~- M K. &.' ~~ ~~ 3xl0 -;. ~~ 3.00j"n" N 2x4.::: .... . . ...... .. .. .... ". ..... :..:.. I 9--8-L ._..... ".1 .. .F.:~.. ._..I_____~i..~__._+_~O-:Q..-t-.---~..---~ . .... 9.8-3 7-3-13 8-8-14 . 4-3-2 6-0-0 ~!'m- ~~:I-"j~,~ .l::U-Y::,,,~~"'J.:::= ~::~I~"~__ ~- --- ,'= ~= ~=,-"--.:;;-:~~-~, l.ORQlNG (psQ' ~. tlPAC1NG .. 2-0-0 1 CSI rtu;.. 25,0 . I "'ates ~rel\ll~ 1.15 1 TC 0,86 TCOJ- 7.0 J lumber Increase 1,15 I BC 0,69 scll. 0,0': ,OOtl.ep Stress Incr YES I WB 0,66 ~.. 10,0 ' Code UBCiW/ANSI95 ; (Matrix) ~i~tRD~;~1iI1i No,2 ::..::- .-.- ,.1 - - ;----------- _n__ . ' ~~~ORD 2 X 4 HF 1650F ',~'Except' ..... J~L 2 X 4 HF No.2 WEBS 2 X 4T HFSPF SltJd/STD 'Exce;>t' F-L 2 X 4 HFSPF Slud/STD, I-N 2 X 4 HF Slud I-K 2 X 4 HFSPF Stud/STD' . .. .. . ... . DEFL In (lac) Vert(LL) -0,32 M Vert(Tl) .0,63 B-M Harz(TL) 0,36 N lot LC LL Min Vdefi = 360 _......::..,;;.: ~ .,...:.:-' .;~-;~=':::'.:7;:.:':'_-".. '! PLATES MII20 VdeR >999 >564 nla GRIP 1851148 Wel9ht 121 Ib .L...._ ..~ .._. , " BRACING TOP CHORD BOT CHORD Sheathed or 2-0-5 00 purlins, except end verticals. Rigid ceiling direcUy applied or 10-0-0 oc b.-acing, REACTIONS (Ib/size) B=1325Io-5~, N=124310-5-8 , Max Horz B=196(loed case 4) FORCES (Ib) - First Load Case Only , , ' TOP CHORD A-B=25, B-C=-4011, C-D=-3561, D-E=-3416, E-F=-2402, F-G=-1836, G-H=-1477, H-I=-1120" J-N=-1243, I-J~1250 BOT CHORD B-M=3596 L-M=2940 K-L=1160 J-K=20 WEBS c-M=-364: E-M=521, E.L~827, F-L=1434, G-L=479, H-K~604, I-K=1188 NOTES 1) This truss has been checked for unbalanced loading conditions. , 2) This truss has been designed lar the wind loads generated by 80 mph winds at 25 ft above graund level, using 7,0 psI top chord dead load and 10,0 psi bottom chord deed load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, 01 dimensions 45 R by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumoer DOL Increase is 1,33, and the plale grip Increase is 1.33 ' 3) This truss has been designed lor a 10.0 psI bottom chord live load nonconcurrent with any other live loads per Table No, 16-B. UBC-97, 4) Bearing atjoint(s) B. N considers parallel to grain vaiue using ANSlfTP11-1995 angle to grain fonnula. Building designer should verify capacity 01 bearing surface, ' 5) This truss has been designed with ANSlfTP11-1995 criteria. ' LOAD CASEIS) Stendard -J -' A WARNING - VERIfY DESIGN PARAMETERS AND READ ALL NOTES ON THIS ANO TRUSS DRAWING NOTES BEFORE USE. ~ Dlllign vend for use only -...llh MlTek cOr'lnoclO!!. Thl1 doslgn Is bcsed oo/v upon porcrnelerl J!lOWn. and Is ler an Iodtvldual t;u~d1ng comoonern to be Inl10Dec CIl"'od loaded vcrllcomy. ApplblblAty 01 dmlgn paromolell end proper incorporation of cOmponent Is ;B300nslblltv 01 bulldng detlQnef . not ITUSI deslQ'l8l'. BrodnQ shown 15 lor latera support of lndMauol \Neb members cnty, AddlllO'lOl lempOl'ory oroclng to Insul9sloCllfy duing consfl'\JctlOn Is 11",8 res;ponstblltv of the erector. AddlJloncl ~monent 4 brQclng of the overolllfllJCMe IIlt1e ll!lSponsiblllv allhe hUldng de5lgner. For Q'Mlerol Q'\..idonce regarding foblk:ollon. quolnv conlicl. SIOll3g0, dlllvefy. erection and theft... oI.-""'-....CO. btoc1nu. cor\Slk' Q$T.88 Quc~ StancOtd. DSB.8Q Brachg Spoclri:atlon. ord HB.Ql HondlnU kutd!ng CIllC Brodng Recol'MlGrdonon avoIw:ia '10m lnlSS Plate hstllute, 'A ..-- 583 O'OnoMo 0.1\111. Modlson. Wl631l0. . .. BUILDWCiii SUPPLY me. ~C~ Ul ~UU4 4:4~~M: H~ LHSERJET 3200 f.9 IJOO I IniSS !Iruss ,. 1 !. I; ; STANDARD : SA 1 ; ROOF. rtUSS I.Thelruss-ct.: ~u-geiie. \JR9H02'; ,oty iP1y '!den Klamath(9004) 6 !1 ' : ! (o~tionel) SRH' Noii '16-2000'MITek-liiauSlilOS,lnc: Tue -Aug"2'f 1'1 :20'34' 2001 PageT' ,.. 4,201 .J .1.O-D f-'-t.. 1-0.0 '_h~-2 6-8-2 . !~~:l.iJ_"_H~."_" _. .~-:Q.~..... .+-_.. 5-6-1,' 6-10-13 ~~~-! 8_~ . . ... ~ ..33-8-4.. 8-2-0 1,~3~0 4-3-12 1..0-0 Scale "1:80.4 5x5 ~'. . d :i F 04= ....~ F-I Jx4 /1 4x4 ~ ~4'/....~ 2l(41/ 3x6 ':'l- ".-;::.~. F 1/ ""","'::--... 3.s '" ...--;:.-./ "::---' <Jt o E :;;::'~.o ,} G-O "~~ 2><4 '\",.:::,~~~''":::::'-::::;;~f::,c:-:;:~::'':''!':-:=:;-':'::::=- N '~':o.'.:::-- ' A~.# .f _._-::;;;,,-::- -.... ::.',:::.:::::__.." \', -~,_ l.ex7" I /~/ ---~='"-::-- 'x~o --"~:-:.::.:.~~Jb'j,-~.:'!._~ ~ MA B /........~.:::-..:::.;::.-;.-;-:;--- p . 'Y::::=-~~::.'__ Jrr~~...... KL.., I 'jr~~:--' ..4,:. i.1" . ,---.....-::t\f: '...._~ :t~1 4x8 :~ J.1l1l ["12' M 5x7 :..;. B.OOrr.r . .. .... ... . . .... ...... 9.....~.... 17.Q-o ..... -~.:.~:.-. g:::f.....'.... +---'--7-3-13' 'prale Ortsel.(~ D:U-"-O,uoJ-~ .. --'-'---..,_., '-=~----"::::"'-~~"::.".~.~=- _. __:t...-,~,=,~....~(...; __d .... . LOAI;lINCil (psO . : . 3PACING" 2-ll-ll I CSI T'=U.:.. 25,(\ ',' Plates l/lq~a,.e" 1,15 TC 1,00 TCOC 7,O! L"mber Increase 1,16 I BC 0.97 BCt~ . 0,0 . :!,."!tep Stress Incr YES - : WB 0.83 FI~!;)k... 10,0 , Code UBC9;1/ANSI9S (Matrix) ~~~~ 2~~~O.~ :':...:.: B01()H()RD 2 X 4 HF No,2 'al!t'lJ!' . ..:.. 8-02 X4 HF 1650F 1.5E WEBS 2 X 4T HFSPF StudlSTD 'Except' F-O 2 X 4 HF Slud, J-N 2 X 4 HF Stud J-M 2 X 4 HFSPF Stud/STD ?6-8,1L 8-8-1-4 , . .~._; .~.~-!-.~~ ." 7-9.10 38-0-0 ..-.---..! 4-5.8 DEFL In (lac) Vert(LL) -0.40 O-P Vert(TL) -0,73 B-P Horz(T L) 0.44 M 1st LC LL Mln IIdeft = 360 .~. .: :::-=..;.~-==-~ :_-;..::. ':..:: -;:. .;.,- ==:':-;;;-;="-'-:: .. Vden ' PLATES >990 MII20 >545 nla GRIP 185/148 Weight: 144lb BRAC ING TOP C::HORD BOT C::HORD WEBS Sheathed, Rigid ceiling directly appfied or 6-0-0 oc bracing. 1 Row at midpt G-O . REACTIONS (Ib/size) 8=1445/0-5-8, M=1871/0-!;-8 Max Harz B=-63(load case 3) FORCES (Ib) - First Load Case Only , TOP CHORD A-B=25, B-C=-4487, C-D~4054, D-E~3908, E-F=-2914, F-G~2"85, G-H~2172, H-I=-1875, , I-J=-2076, J-K=4&4, K-L=27 BOT CHORD B-P=4028, O-P=3406, N.O=1927, M-N=-470, K-M=-332 WEBS C-P=-341, E-P=501, E-O=-824, F-0=1669;G-O=26, H-N=-543, J-N=2202, J-M~1642 NOTES ,1) This truss has been checked for unbalanced loading conditions. 2) This truss has been desi9ned for the wind loads generated by 80 mph winds ..t 25 It above ground'level, using 7,0 psI top chord dead load and 10,0 pslbollom chord dead load, 100 mi from. hurrlcaneoceanllne, on an occupancy category I, condition I enclosed building, 01 dimensions 45 It by 24 fl with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticills or cantilevers exist, 'they are exposed to WI ind, II porches exist, they ere not exposed to wind, The lumber DOL Increase is 1,33, and Ihe plate grip Increa""e is 1.33 3) This truss has been designed for. 10,0 psI bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. ' 4) Bearing at joint(s) B considers parallel to grain value using ANSlfTP11-1995 a.ngl9to grain farmula. Building designer should verify capacity of bearing surface. ~l ~i~-i;;;~S;h~~~b~-;'~=gn~~ w~h,,~Siii-p-ll~'-99~e~~\~~~,:' ,-~ ."~-- LOAD CASEIS} Standard ~~I"I' A WARNING C VERIPV DESIGN PARAMrnRS AND READ ALL NOTES ON THIS AND TRUSS o_AWING NOlES BefoRE USE, " OMan IIOlld ror use MV with MrTek CClIYl&::Io,.. Tt'ts deDgnlsbosod orly~ ..__......~.. R1owri.. end Is lor c.;nir'K1Md\.Ja bu!ldlng ..."'",,......,.... ..' to be nstOled oi'Id IocJdod vertlcdty. Applccblly or dcnlgl potf:nJetoll Ond proper inc:orporolJon 01 COrnpQnel1t Is IeSPOt'l$lblUly of buSdl:lin-d designer .not trUss d8s1gner. afCc:hg!howl. Is fa /alelcl luppol1 ollndlvlduo 'witt) membor3 QllIy. ....dcllnonar _._ __,.._._.. brOClnq 10 Insure slODijr,. during comttuctb:::n Is the f8tponslbl1lty of It-e eteoetof. Adclllional permanent brac~ 01 the cveroll strucflsl) Is the re1P;)l'1$lblllty Or -the bUIdlrg designer. For general yL4clonce regorclinc . IcbricoflOn, quality contr,Jj. storoga. de/ivery, election ond brocng. c:on5UItQ~.1I8 QUOlity S!ttld.ctj, !,S1Hl9 Bracing SpltClncatlor'\ and HlB-91 Hcnctllng 1I1ltolAng 01d Br-oclng ReooNYnendotion ovaUob18 from TMI Plate 1I'lSltful.. 583 D'OnofrIO OlIVe. ModI!iOf\ WI tl3719. . ~ theTRUSSco, .. BUIIJ:lDfG SUPPLY INC. SEP. 01 ~UU4 4:4c~M H~ LH~~~~~' I JOb ; I russ i I russ 'i l ST1iT~~ARDcj SAEi~_~"nC ~~j ~~O.F 'Ir<~~~..._ e I rugS 0., ugene, un ::/'<+VL ..:Jcuu I Uty i Ply ~.fden KJamatn{~004) 2 .1 ' . I _ __ I i IjOptionall __ ,: 4.20T SRls NOV lo"20uuMil eK nousmes,TnC, lueJWg:1'flJ:"u:~o"uOT .-age, .~ __.~~:!.__ ,..__1..,_12.1-3 _ __ ,_ __.,~Q.:Q... '" .,_ __,~~-4_ __+ 1-0-0 6-8-J . 5-5-0 . 6-10-13 6-6-4 .B:.ll-4 3-2.0 1._~40 ,~~ 4--3.-12 1-0-0 Scale. 1:89.1 "'e",",,--=.....,. ,..~~=-- -' .....c'l"',.-=c-c-,'.,..., .... DEFL in (Ioc) Vdefl i PLATES Vert(LL) -0.47 N-P >728 ! MII20 Vert(TL) -0.96 N-P >354 i Horz(TL) 0,25 0 nla I 1st LC LL Min IIden = 360 'Weight: 150 Ib ,- -.---..--..--...--...... _.......-....- ....!. J 5x5 ". B.ODrf2" F .4)(4:.- Q...F ~ F-H 3x8~ 3x6~ /~~"FlI ~ w.;::; E ~- /f -----"'"' G o .::;;" E-P ;1 G-P __' H ~. ~"'" II _"-:::-:---' 'c .......,_. * ---:'"_.- .J ~~ ..: -:::;-:..-- , /~~'._<~__ .,'~~--.Y:.:~-:x~~~-":~"--'-"""~J;""""._ i~~~~::;::'="'---' .x~ ~, -- 3xB =" 3.00 j-fT . .. .... ... . (~ .... ::::.. ....,._____.!~f...-'~.__.._n+----.!I.IJ-q.....! . . ........ ..'.8.s. 7.3-12 ~!~~~rrs"~y~!J.~~;,:~~~r;~~~~~..r--~..~;.;;::.:. ,-_.' -'- ..' ~~~f~,2 j' FlIate.Irll:i&",' 1.15 . TC 0.89 TCQJ. 7,0, L"mber Increase 1,15 BC 0,84 BGl'L . 0.0.:. .~p Stresslncr YES WB 0.84 A(!e~...10.0 ; Code UBC97tANSI95 j (Matrix) .... .1... ............ .....__ ~_..... ~~~RD 2MwFJojo,2.' '. BQ1'qiORD 2 X 4 HF, No,2 'EJtcJefJr ..... B-P 2 X 4 HF 1650F 1.5E WEBS 2 X 4 HFSPF Stud/STD 'Except' C-O 2 X 4, HFSPF Stud/STD E-Q 2 X 4T HFSPF StudlSTD E-P 2 X 4T HFSPF Slud/STD 2 X 4T HFSPF SludfSTD .+ 29..0.0 ;.--..;L-6-a ."I-__~_-l 3-7-5 .....6 '.5-6 ._..._..!l.H:11. 8-4-11 BRACING TOP CHORD BOT CHORD WEBS ~ ....- -.. .- -~-_.- . ._n' __ ___.__ GRIP 185/148 Sheathed or 2-6-5 oc purllns, Rigid calJ1nQ directly applied or 6-0-0 oc bracing. 1 Row at mldpt G-N, ' OTHERS REACTIONS (Ib/size) B=1125/0-5-8, O=2193/0-!;'8' Max Harz B~B4(load case 3) Max GravB=1136(load case 6), O=2193(load cas. 1) FORCES (Ib) - First Load Case Only , TOP CHORD A-6=25, B-C~3198, C-D~2746, D-E~2800. E-F=-1563, F-G=-1250, G-H=1514, H~=1396, I-J=493. J-K=27 BOT CHORD B.(I=2675, P-O=2186, N-P~46, M-N=-404, L.M=-359, J-L=-352, M.(I=63 WEBS C-O~394, E-O=529, E-P=-851, F-P=809, G-P=1081, G-N~2264.I-N~92:;, I-L=I44, N.(I~2183 NOTES 1) This truss has been checked lor unbalanced loadln9 conditions, 2) Thi. truss has been designed tor the wind loads generated by 60 mph wind. at 25 11 above ground level. using , 7,0 p.ltop chord dead load and 10.0 psfbotlom chord dead load, 100 mi lrom hurricane oceanline, on en occupancy category I, condldon I enclosed building, or dimensions 45 fI by 2411 with exposure B ASCE 7-93 per UBC97fANSI95 II end verticals or cantilevers exist, they are exposed to wind, II porches exi.t, they are nol exposed to wind. The lumber DOL increase I. 1,33, and the plate grip increase 191.33 3) This truss has been designed tor a 10,0 psI bottom chord,l1ve load nonconcurrent with any other live loads per Table No, 16-B, UBC-97, ' 4) Bearin9 at joint(s) B considers parallel to grain value using ANSIITPII.1995 angie to grain formula, Building designer should verify capacity of bearfng surface. 5) This lruss has been designed with ANSI/TPII-1995 crileria, LOAD CASE(S) Standard' ... .I ~...." A WARNING - VERIFY DESIGN .....RAME1ERS AND READ ALL NOTES ON THIS AND TRUSS DRAWING NOltS BEFORE USE DesIgl void lor use only WlII"l MlTe~ wV'. .__._._ TI1is ClMgn lSl.JOSed onIyvpoo potomBI~f1 S1OWJ'l. and1s fOf(:f'l n:Mt.JoI buiklng-_v,...._.._...la bolnstOl'led ondlooded velUccay. ApplcO:Ji11Y of dA;<;/an pon::mat'!fl end proper ~ ._...._....,Ion 0' componenlls 191~ru;iblily 01 ooBdng oosQ-er . rot \ruS5 deslQl"Ief. &ocIng shoIlin is 10l latera wpporf of lndlvlduol web members 0'...... Addlllonol '. _ v w .' Drocng to IN,,", Ilobllty ctJ:WIg conlln.ic1oo Is thllIGSpans/b11ty of tho Gl'OCIOl. Addlloral pc;II"l1'IOr'l8f'tt bracing 01 the o-~e'QB sl1ucfullt Is 1119 I1tspomlblRty'or lhe tlUkll'lQ deSigner. FOI genera gUIdor'lC8 regoldlnq labrlcallon. quoIlty C:mtlol, storage. det.lely, elQc:l1on a'ld broclng, conlUl QST.lle QuoUy S1onoord. [)SB.t!O? Bracing SpeclUccnon. end HIB.91 HardllnQ NtoDhg and Bnxlng :..__. . ovollcble 110m Trun Plate 1ns11lute, S8J D'Ona/rla OrtJo, Madison.. WI5J719. ~ the A KU_CO. 6: DUIIJ)INGI SUPPLY me. SEP 01 2004 4:43PM HP LASERJET ,3200 p..l J. J~b- ,,---'- Truss------ ,- --- Truss Type _____d..- - -; -- ' ----.Uty--'Ply-' HayoenR:lainalli(!!148ISS---:-----.. ---1 I KLA-EL -1 SASGE ROOF TRUSS 1 1 I II,e IIU..C(>.-;- Eugene. TlR-Sm:r ..-.-,.. -- -.- ---. ----4:201'-SR1 s NOV 10 LUU , Mil e.I~~~ lnc, rn uec Uf I ":U":IU "w 1 ..-age ,I '-/' -1-<h<l 1..0..(1 _6-8.3__", 8.8-3 12.'-3 6-5-0 l'!..~_'___1 6-10-13 25.s.4 ---t--., ___33-a-4__. 38-0-0 3~O 6-6-1 8-2-0 4-3-12 1.0-0 Scale III 1:90.9 6)(10 = ~ ~ 3x4 ,~ e.oo['u:3X4 :::::. Jx5..... ~ &xlO 1/ 3)(4:;:;. E 3x5~ 4x1J~ a;:'~O~ie~O'~/~ F E-FG~~~ "" ,..... r,/ ,_ -j'" /~~ --~ ~_..J'- ~~ i- F /".. ~~~.~.- - "l I '.:~ .-=.;C~';:" <:':~" '4- .y ____:a:: ~-- p -*--=::- l ~/ .---t-~------ 5x14 ~ "" '? ~;:::--.::=- -- Q 'J; -- lx' '" 3 r -; &-0-0_. I 3.00112- . .. .... ... .. . . .. . ...... .. .. .... .. ..... . .... i--.. .. \~!I'. .. t- _ 17-D-O __I 25-4.1' ._.,_~ 33-6-8 33~38-0-o --I .. . .lfJ~ 7.3.12 8-4-"1 2-1-13 6-<H) 0-1-'24~12 ~~~~~~~~.~~~~:~-~l~,U-~-ttJ,-l~::.'::~~~~~-J-:...lJ:lJ-'~t:ag~h}~:~-:J.~~:t:og-~', lL:U~,V-.l-.:ll -=--=--=~==~~:~.__..~ L~"I;l~ (psn {. s'l>ACINt.. .' 2-0-0 CSI' I DEFL in (Ioc) Vden PLATES GRIP TCI.,t. 25,0 .~..l'Iates Increase 1:15 TC 0.68 I Vert(LL) ,.0.47 N-P >733 MU20 1851148 n.O[. 7,0 1 U,mber, Increase 1:15 BC 0,84 1 Vart(TL) -0,96 N-P >357 B(!\!L!--- 0.0 Rep Stress Incr- YES we 0.82 ! Horz(TL) 0.24 0 nla --i:~tf( l~.O_::..~~~ode ~~NSI95 _!...(~a1ri~)um_ ,1., _~~~~~~i~~~':".~:~O ._ ",-,,__W":9.~~_.2~~ Ib_____..__ TOI"Q1()RO 2X4HFNo,2 .... TOPCHORD Shealhedor2-6-11 ocpurllns. BO. OiaRO 2 X 4 HF No.2 "Except" BOT CHORD Rigid ceilin~ directly applied or ~-Q oc bracing, B-P 2 X 4 HF 1650F 1.5E WEBS 1 Row at m.dpt F-N WEBS 2 X 4 HFSPF Slud/STD "Except" C.O 2 X 4T HFSPF Stud/Sm 0-0 2 X 4T HFSPF Stud/STD D.P 2 X 4T HFSPF Stud/STD OTHERS 2 X 4T HFSPF Stud/STO REACTIONS (Ib/size) B=1125/0-5-8. O~219313.0-<l Max Horz B=-63(load case 3) " ' "" , Max GravB:1134f1oad case 6), 0:2193(load case 1) , ~' ~ FORCES (Ib) . First Load Case Only ,~ ~. TOP CHORD A-B:25, B-C:-3211. C.0:-279B, D-E~1616, E-F~1293, F-G=15n, G-H:1561, H-I~1459.I-J:504 . ':, J-K=27 ' BOT CHORD 8-0=2666, P-0=2252; N-P"-43. M-N:-421. L-M:-376. J-L~-370. M.O=63 ' , WEBS C-0~335. 0-0:505, O-P~B64. E-P:B45. F-f':1121, F-N=-2320, I-N~959.I-L:147, N-O=-2162 NOTES 1) This truss has baen ohecked for unbalanced loading conditions, 2) Truss desi~ned for wind loads in the plane of the truss only_ For studs exposed to wind (normal to the face), see MiTek' Standard Gable End Detail" 3) AU platas are 2x4 MII20 unless otherwise indica tad. 4) GableSIUds spaced at 1-4.0 oc, 5) This truss haa been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads per Table No, 16-B. UBe-97, ' 6) Bearing at lo;nt(s) B considers parallel to grain valua using ANSllfP11.1995 angle to grain formula. Building designer should verify capacity of bearing surface, ~~~i~ss~h~;"'be;~ d~'~n~d-J~~h'"~~~~'p7-'~199~'~rii;~a~' 11, n_' ",' \.' :.. RorE \ '> JZJ ~ PO.:jY , jEXPIRfiS 12/3110 "- DEe 1 0 2001 LOAD CASE(S) Standard ,i ".....",... -.,' , , A WARNING - VERifY C~SIGN PARAMmRS AND' READ AlL NOTES ON tHIS '....NO muss DR....WlNG NOTES BEFORE USE. ~ Do&lgnvolld lorusoorlywllt1 MJTekcOl'YleC"OrL ThIsdeslQnlsooaac only lIfX!"'pQ001818l1&hown. coda for on ndMduOl bUld!r'I;l ~_......_.._.. tobelnSt~ondloo::ted >/efflcclly. AOplcoblllly 01 tJ"s1gn potOf"l9fers and proper _ .__...._._.._. or component Is le!iJ)Clmiblty of buldlng dlnlQner - nol tMs de!b'el, BlOcng ShOYKI II for lateral svpPOfl of h(Io.,lc:lJoI WGb memben onIV. ..-.cldlllonol lelTIPOfOry brocInQ 10 insure srobilty dutlng conslfl.lCflor, h!he . ~_',.. w,~'.:'-.Iy of tne .rector. Addillord permanent ;,rocll'lQ or the OV9Ioll s111..lCMe b !he respo'lSll:llllty of the bUlctng desQner. For general guidance regarding fQJ~collor\ quollly cootol. "0I0Q9. daIIvety. Gf9ClIon CJ'\d theTRUSSco. bfoclng, comull QSr.68 QuOlIty Stondord, OS~9 BroeN speclnce:s'Ion, ond HIB-Ql Hond1fng 1rnl00lng crd 6recing IMcommendl;Jflon avoloble from rrvss Plate lrulllule :;63 D'Qno1!lo D'ive. MadISOn. 'NI53719. . .' &::BU1LD1NG SUPPlJ" INC. SEP 01 2004 4:43PM HP LASERJET,3200 p. .1c:. -JOD I russ I IUSS I ype KING POST y"! r.y na)'oen NamaU1"UL~ol:;~~ KLA-EL-l G Job Reference (O'pllonal) o.uuu 9 t'eo "& ;cuu~ t.nll er. nausmes, inC. "'on M.pr.l4 , "J;1 O;..!l:t ",uu,,) rage I I ne I russ \,;0., .,umner V'IP-/ I:ugene UK .'-0-0 '-" 1.0-0 ',s.o 5-s-O ' 11-0-0 iHHl 12.0-0 1 1-<><1 Scale 111:21.2 6x1l" ~ s , 2><4 11 __~ .- -- 4/./'" \..... 2><411 /0/' , ~,./~ /'" /'" ,0, I/J '.00 rrr ~~II 3T~ . ~9 ~a, ;n ~ r. ~~~~1~~i~~ ::. :~~l:* :; :W{: 1!~~ ~;~~~~ .~:;i~~l~;;.t~~;t);; ': ': ~~1~j~; ~;~t~i ~ ~~~~~:!1~i;J1r;~! ~~ :: ; i1}; i;: ::: ~~~a~~i: ;:~ ~:;j; :~~ 1 :~;~1~111:jl:i~' ~;J ~~ o Q,. o ] 21(4 II 11..0.0 11.Q.O DEFL in (Ioc) Vdefl Vert(Ll) nla nla Vert(Tl) 0.00 10 >999 HorzlTl) 0.00 9 nfa lsllt: lL Mln Vdafl = 360 2x4 II 2x4 11 b5= .... . . ...... :~ =. . 2lc4 II 2x4 II .... .. .. . . .... . .... keAIilTNG(pslj SPAcfHa:.. 2-0-0 ' TeLL.. 25,~ 00 :. ~Plales.lnc'l'Use 1.15 ;CD~ 8,000 -lumber locrease 1,15 ae~~ .. 0,0 .Rep SI~s Ihcr YES B€~l 7, ().. ,ooCode UBC971ANSI95 .. .. i '-IMlfE-R .... ----.cHORD 'J.~4 HF No.2...... '~.o(J~ORO e >4>4 HF No,2' . Ol\i~ 2'l< 4 t1l' SIU~Q.. . . . ..... CSI TC 0,09 BC 0,05 WB 0,03 (Matrix) PLATES MII20, GRIP '1851148 , Weight 42 Ib BRACING TOP CHORD BOT CHORD Sheathed _: .. ,.:' . Rigid ceinng directly epplled or 1 Q.O-O oc bracing, REACTIONS (Ib/size) 2=174/11-0-0. 9=1B3111-O-O, 15=190/11-0-0, 14=72/11-0-0,13=116111-0-0,12=55111-0-0, 11=221/11-0-0 Max Horz 2~20(IoBd case 3) Max Uplift2=-14(load case 5), 9=-13(load case 5), 14=-4(load case 4) Max Grav2=174(load casa 1),9=183(1000 casa I), 15=190(load case I), 14=77(load case 6), 13=116(1000 case 1), 12=59{load case 7), 11=221(loed case 1) FORCES lib) - FI",t Load Case Only TOP CHORD 1-2=28,2-3=30,3-4=-37. 4-5=12, ~28. 8-7=-26, 7-8=-42, 8-9=-54. 9-10=28 BOT CHORD 2-15=8,14-15=8,13-14=8,12-13=8,11-12=8,9-11=8 WEBS 3-15~~49, 4-14=-64, 5-13=-91, 7-12=-53,8-11=-171 NOTES 1) Unbalanced rool live loads have been considered for Ihis design, 2) Truss desi~ned for wind loads in the p,lane 01 the truss only, For studs exposed 10 wind (normal 10 the lace), see MlTek Slandard Gable End Detail" ' 3l Gable requires continuous bottom chord bearing, ' ' 4 Gabie studs spaced at 1-4-0 oc, , 5 Thlslruss has been designed for a 10,0 psI bottom chom live load nonconcurrent with any olherllve loads per Table No. 16-B, UBC-97. ' ' 6) Provlda mechanical connection (by othe",) of truss to bearln9 plate capable 01 withstanding 14 Ib uplift at jolnl 2, 131b uplift aljolnl9 and 41b uplift at loinl14, ' .' LOAD CASEIS) Standard [EXPIRATION DATE: '2131/04 j APR 1 6 2003 '.J ~ A WARNING - VIRIFY DESIGN PARAMETERS AND READ ALl NOTES ON THIS AND TRuss DRAWING NOTES WoRE USE. , D~gn valcl for use on/yWllh MlTek eorvleeton.. ms design b based CX'Iy upon poranerers shO\'lf\ and Is ler Q'l1ncf.IIc:flJ:I t:UIdlng component 10 be ~c om lOaded ver1lcoly. AppIk::l'lbllty of dR5lgn pOICYl\elen and proper ncorporatk:ln of ...._,....._,.~, ,. Is responsI::Gty of bU~g ~. not \No deslgf'18r. Brocing shown Is tor Ioferol support of -lndIvldual web membeta 0" y. .: :..." .' tempolory bracing to Imure ,ta~.lty during comtruclion Is the ~ 01 the ereetal. Additloncl permanent bracIng of thEl,ov~rOII struc::tulG Is lhe IGsponsibnHy ollhe bUlcIng deslgner, For genera1 Ql..lClonce regarding fOork::allon. qualfy contro~ lforaglll, de.very, &r9Ctton ond h.odnu. cornul! QST-88 Qualtv Standard, 0SB.89 Brochg SpecIfication. and HB.q\ HondPolo nstaI~ng ane: &n:::lng Recommendalton ovolIoble from lnm Plate ntllul'O 583 D'Onofrio Olt</", Modl!Of\ WI 53719. - . A the.......~co. & BUU.DmQRJPPLYIN'C.. SEP 01 2004 4:44PM HP LASERJET, 3200 p.l<1 ;roo I.lty ~IY 1 nsycen Namatn( lU4!~;t)::;::; Job Reference toptlonal1 ::l.UUV 5 reo 6 4:VU;" IVIJ J eK naUSffieS," me. lVIan f\Pr 14 -1-1:10:",U ",vw r-age-I INBS IruSS Iype KLA-EL-1 G1 KING POST I ne I russ ....0.. o;>umner vy~ 1 l:.ugeJ 'I Un J -l,(l.Q 1-0.0 1Hl-O 5+0, 11-O-ll 5-8-0 4)(4 == 3 ,/' 0,00 [lr ~:;/- // WI 1 ~ ~ 2 ~ ~ VI ~., ~=. o 21(411 .... . . ...... ... . .. .. . . IAGAillNG (psI) SPAcfNo:.. 2-0-0 .TCI.L.. ~5.o...:- .PlatesJncrevse 1.15 lCO. 6.0" .Lumb..-I.crelse 1.15 ae~~ .. 0,0 .Rep Strass Ihcr YES BililL 7,()" .. .Code UBC97/ANSI95 .. .. I'iMBER . .~.cHORD ~J< 4 HF No.2-. .... ',-' ~'(lHQRD I X'4 HF No,2' . ~. 2 X" ~SPF S~g4"i.ltl . . ..... CSI TC 0.43 BC 0,26 WB 0.10 11-O-ll 5'e-O DEFL in (Ioc) I/defl Vert(LL) -lJ,02 2~ >999 Vert(Tl) -lJ,04 HI >999 Horz(TL) 0,01 4, nla 1st LC LL Min Vdefl = 360 BRACING TOP CHORD BOT CHORD 5+0 5+0 .... .... . .... 12-0-0 . '40 Sc::aIe.1:21.5 ~- PLATES MII20 GRIP 185/148 Weight 33 Ib Sheathed _, S . _ .' , .' :' Rigid ceiling directly applied or 10-0-lJ oc bracing. REACTIONS (Ib/size) 2=50311)-5-8, 4=5031tl-5-8 ' Max Horz2=,20(load case 3} Max Uplifl2=-70(load case 5). 4~70(load ca.e 5) FORCES lib) - First Load Case Only TOP CHORD 1-2=14.2-3=-451,3-4=-451,4-5=14 BOT CHORD 2-6=399. 4-6=399 WEBS 3-6=74 NOTES ') Unbalanced roof live loads have been considered for this design, 2) Thi. trus. has been designed for the wlnd loads generaled by 80 mph wlnd. at 25 It abova ground level, u.lng 8,0 pSf top chord dead load and 7,0 psf bottom chord dead load. 100 ml from hurricane oceanline, on an ' occupancy category I. conditton I enclosed building, ot dimension. 45 ft by 24 ft with exposure B ASCE 7-93 per UBC971ANSI95 If end verticals or cantilevers exist, they are exposed 10 wind. If porches exi.t, they ere ' exposed to wind, The lumber DOL increase i. 1.33, and Ihe plate grip increase is 1.33 3) This truss hes been desi9ned for a 10,0 pst bottom chord live load nonconcurrent wlth any other live loads per Table No. 16-B, UBC-97, 4} Provide mechanical connection (by others) ot truss 10 bearing plete capable at wlthstandin9 70 Ib uplift el joint 2 and 70 Ib uplift'aljoint 4. LOAD CASEIS) Standard J IEXPIAAT1ONOATE:12/31/~QJ.l APR 1 6 2003' A WARNING - VERIFY DESIGN PARAMrnRS AND READ All NoTES ON mls AND TRuss DRAWING NOTES BEFORE USE" ~' De!lgnvdld t:lf use on/ywtll1 MlTeltcomeclon. ThI, de$lQnb bosedonyupcn poromelm,;own. oncIlS 101' an~ Dt.ea~ CCrTfJOl"l8I'\l to be~toIt<:I CI"ld ~d vertlcoly. Awncobllty otdeslQn parcr'lelersond proper nc:......_._..w.. of componel\llsf&spons!bmty ofbJ\cfha d~ -noltru&l de9gner. 9ro::lna shown Isforlaterol IUppOft of individual web members ortv. .Addtt\()noIlempoIOry \:toeing to lruure ,lob/my dUflng comtruchon Is !he 18sponslblily of the erector. Addllknol pomICn<<lt bracing ot Ih..oV&l'oll slructlr9 II tho rcnponslblty of tho building dellgner. For general ~ldanc. fBQOrdlnCll:l'or1catlon. QUality cont"OL s1orCJg(J. dellverv eroc11on end th broclflg. consull QST.8!1 Quality sto'Idord. DSB-a9 Bracing Speclflcoflon, and tlll}.91 Handling installing ond Brodl1g ~,. __. _ _ _, .'ldollon ~oble from Ttusi 'Pk:lte lralllule, e.& AU.).)CO. 56J O~oll1o D1ve, Modi:son, WI5.171Q, . JlUlLDDlQ SUPR.V INC. .e... . JOO Iruss I russ I ype v.ry t"IY 1 KLA-EL-1 G2 KINGPOST I ne I russ \"'0., ;:,umner VYA I I:uger e u", Job Reference (opUonal) :J.U\JU s t'eo b ~uw tn I eK ncustnes, me. Mon APrl't l'I:.c::-:O;"'''' .tUV.J "'Bg~ .J U-O ~ 11-0-0 5-e.<l Sc:aIoa1:21.6 4x5 II 1 ~/ .. 216~~28 8,00['12" 2 // .//./ ....... / - ........ Wl 3 ~ ~ nn [In~ nn Qn "-... L::J:::J ~ ~ ... = n-t028 THD28 . -4x16 11 ntD28 Tl<D2. .... . . ...... . .. .. . ... . t,~ 6-e.<l .... 5-8-0 ..... .. .... . . ...... ~ ~ _~SelS '^~~ 11:~.u.U."'lOJ, 1"':\1-+\J,U.FI:JJ a:c5Ar>ING (psO .. ,. sPAcTtld'" 2-0-0 Te~L"' 25,(1..' :Plates'n~ft.... 1,15 -;lilil~.. 8.0 l.umber~ncrease 1.15 B~l.L O.~.. ,. :Rep Stress Incr NO ~lt~~.. 7.0' .code UBC~7IANSI95 ...."1BER ...... ~rnORD 2~ HF 1650F.1,5Q BOT C,I10RD UUCH)F SS'. . 'lJEtIS" 2 X 4 HF No,2 . .. ..... DEFL PLATES MII20 GRIP 1851148 CSI TC 0,71 BC 0,68 WB 0.58 in '(Iocl Vden VertlLLl -0,06 ">999 Vert TL -0,10 4 >999 HorztTL) ,0.02' 3 nla 1st LC LL Min Vdefl = 360, , Weight 56 Ib BRACING TOP CHORD BOT CHORD ,Sheathed oellI:-.. .-_Jille. Rigid ceiling dll1lctly applied or 10-0-0 oc braclng, REACTIONS (Ib/slze) 1=311410-5-<1,3=311410-5-8 Max Harz 1~16(load case 3) FORCES (Ib) - First Load Case Only TOP CHOf!D 1-2~3577, 2-3~3577 BOT CHORD 1-4=3220, 3-4=3220 WEBS 2-4=2766 NOTES 1) Unbalanced roof live loads have been considered fur this design, ' ': 2) This t,russ hss been designed fur Ihe wind loads generated by 80 mph winds at 25 n above ground level, using 8.0 psf top chord dead load and 7.0 psi bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, 01 dimensions 45 It by 24 It with exposul1l B ASCE 7-93 per UBC971ANSI95 If end verticals cr cantilevers exist. they are exposed to wind. If porches exist. they are ' exposed to wind. The lumber DOL Increase is 1.33, and the plete gnp increase is 1.33 3) ThIS truss has been designed fur a 10,0 psI bottom chord live load nonconcumml witlt any otlter live loads per Table No, 16-B, UBC-97, 4J Girder carnes tie-in span(s): 28-0-0 from 0-0-0 to 11-0-0 5 Use USP THD28 (With 16d nails inlo Girder & NA9D neils into Truss) or l!quivslent spaced at 2-0-0 DC max. ~~~~ :~o'rd~-O Irom tIte len end to 9-0-0 10 connectlruss(es) SAA,SA1A 11 ply 2 X 4 HF} to front face of IEXPIRATlON DATE: 12/31/041 6) Fill, all nail holes where hanger Is in contact with lumber, LOAD CASElS) Standard 1) Rep'ular: Lumber Increase=1.15, Plate Increase=1.15 Unnorm Loed. (pit) . Vert: 1-3=-524,8, 1-2=-66,0, 2-3~,O APR 1 8 2003 ......) -" A, 'WARNING - VERIFY DESIGN ""RAMmRS AND READ ALL NOTES ON THIS AND TRUSS OIlAWlNG NOm BEFOIlE USE. DesIgn void IOI':.J" only wtlh MlTet ._.~ .~_,_~. Tills design b ~ onty upon pcmmelers Shown. met ulor a'I irdvtdual b.tktnCi oomponenl to be ris1aIed ond Ioo:::tGd vur1colty. Appl:abltyotdeslQn ..__..~.~.. alCI ploperl..__.._~",Jn of compCFlenlls Isspcnslbllty oIbL'IdlrQ deslgner -not hundeSll7ler. Btocng shown Is fa lateral S\lppcrlof Indlv1dual webnl9mbell only. Add1flonol......._._., brocng 10 rnurestol:illv durng construcllonlJ the responsfbllty ofthcterec::lot. Addltlord .."....~_,.;..,. bradl1U of Ihe oY8rul $ltucfure Is fhe .........".._.f'orltl. bYldlng dQsIgMl'. For gln.ral OJIdOl'lC8 rega-dlng fobrtottol'\ QUOfIty control. storage. ctElII'oey, ereetjon and braclng, conull QST.aa Quality Standard. DSB.89 8rocing Specification ond HIG-91 Hondll~ IllSlc'nQ and Bracing neccrrrnendo1on oyot:mle from True PkJto 'nrtllute. 58,J D'Onofllo Driv., Mad\::sQn. WI 5371Q. . ~ the.a";u,)!)co. . 8UDJ)tHQ SUPP1.V INC. I' ',' fUG-31-2004 14:43 FROM:GENE STRINGFIELD It:) , :~ ~il'1Lr.,,_ T J..6mlmm 6.15 Sl2tinl Numblw: 7002D0'202~ . 'r:1 8131/2O()1.!:26:2SPM & 1 iJnglnllJVc.ralon; 1.15.33 541C689-B266 TO: 8953461 P.001~00:,!" ,..' Gara~e do~r header, I'\on portal frRme. ~2" o:vel11ang l' roof lnb Flnd gab!A ~nd tn.m ~Ight 31/2" X 12" ClassIc Glulam™ (24F - 1.8E Framing OF) , THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN' CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0112 Roo' SIopeOfl2 - 1 I []~ All dlmen.lonl arellOrlzontlll. .16'10. J~ LOADS: Analy!lIS Is lor a Header (1'luah Beom) Member. Trlbutory Load Wldlll: 2' Prlmary Load Group. Snow (psf): 25.0 live Rt 115 % dumllon, 15,0 nORd VertlCSI Loads: Typo Cla.s ' : Tapered(plrj Floor(1.00) TRperedlplrj Floor(l,OO) Product DIagram Ie ~onc.p1u"I. UVD 0,0 To 0,0 0,0 To 0,0 llGod 1.0,0 To 60,0 50,0 To 20.0 L..oeatlon OTOB'10" B' 10" To f8' 10" AppllcaUon Md. To Adds To Comment SUPPOmi 1 WOOd column 2' Wood column Input Wldlh :a.50" 3.50" Beating Langth 1.50" 1.50" VarllCllI Reacflona (Ibs) LlveIDoedIUplltvTolal 4~1 IG31101105~ 421/6351011056 00I:l1I OlhOr By Othe.ra None By O1he", None -S.. T J SPECIFIER'S I BUILDERS GUIDE lor delallls): By Others ,. '\\GN CONTROLS: , MflIxhnum D08lgn Control She.r (11)0) -1036 .910 6279 Moment (FtrLbo) 4437 4437 19320 Live Load De!llln) 0,092 0.550 Total Load Dell (In) 0,230 0,825 -DOrlectlon Crllerla: MINIMUM(LL:L1360,TL:lJ240), -8reclnllILu): All compr..slon edllll9 (lop and bottom) must bo braoed a114' 7" 010 unl... detailed oth.lW!.e, bracing Is requUed to soh/ove member SfRbUlly, ..DesIgn assumeA Adequate Dontlnuou9 hUefAI5upport at the compressIon edgQ. Control Passed (15") P....d (Z3%) P.ssed (L1999+) PRosed (U631) Looo'lon Rl. end Span 1 under Snow lOading MID Span 1 under Snow loading MID Gpan 1 under Snow loedlng MID Span 1 undor Snow loading ..... . . .... ..... . . ... .. . . . . ...... .. . . ...... .. . ...... . . . . ...... .. . . . ...... . . . . .. . . .. . . . . .. .. .... ...... .... . . . Prepar atlllohmefltand pDOnl~~Igrl 0/ Inlemf . ...... . . .... .. .... .. .. ...... . . .... . ... . .. 8Q2lI!ONIIL NOTES: .. . -IMPORTANll The .nalyal. presented Is outpullrem aoftw.lre dewloped byTru. Jolel (TJ), TJ warr.nltllhe sizing of lis produot. by tnle sortwure will be accomplished In accordance wUh T J product deelgn critena :Ind eode accepted desIgn valuen. The speclflo product applicatIon, Input dClI.lgn loadll, and sUIted dlmonolons hIM> been pre_ by tne sollwaro user: Thle output has not been l'!\IIowed by a T J At:soelote. -Not all produc:ta 8re readily 8wlloblfl. Check with your Quppllar or T J 'achnlC31 representAtlvt\ for product ovalloblllly. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONL YI PRODUCT SUaSTllUTlON VOIDS THIS ANAL Y51S, ' -Allownble Slm.l'o, Det'lgn mothodology W08 U$l!:c1 ror Ouildlng Coda use anf'\lyltng the T J DIGtrtbut10n prOduC1l1stet2 aoove, ..The nnalyal,; presented 18 appropr1atG ror CI~lC Glul~mTM boame. by Weyerhaeuser. PP.OJECTJb!FORMA TION: HAyden Homes 16' gaJ':lgo door head~r, parallel to garage truss layout, OPERATOR INFORMATION: Troy LancA.eter Ge... Slrlngneld Building Male".' Co, p,o, eox 2707 Eug.ne, OR 9740. Phone: &41-889--8014 FoX : 541-689.6268 gBbmctroy@qw"""nel :opyr111f1t:: 0 3rlO. t'Y Tr.\Ul Jo.lIu:, III W"~.rMl:lIlIIAJ:' 61181hO\.I:III ~LY~I1nm.", ill I'i r.'II1.1'll'!'r.,.d t.rlldamllrk Cll T,rllll ,'kllnl:. ano010 Olulf1"" ill /I t.l~l\d""lllark of It'''t)'<'\,rh''.lIn'''r. .. .....j ,] /1