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05100070 Misc.
JUN-02-2005 09:04 CARTER LEE BUILDING COMPo 317 P.01 ; 9028 OLD STATE RD 67 MOOREsVILLE,lN 46158 , PHONE: 317.834-5380 FAX: 317~834-5390 . CARTER-LEE . BUILDING COMPONENT~ DATE: t,- 2-{, TO: Yl :/v lJ.I~~j --:;::, LJ ) 1l~.5(,/ / , {; (INCLUDING COVER) FROM: # OF PAGES --::H. r f'a,'r r)r"u)"1S -,,, Lf Cf ':3 I/~ )C ~,' ~\ ti t. ~.N '. JUN-02-2005 09:04 CARTER LEE BUILDING COMPo 317 P.02 .. .I~ ~~-1; ~T f" k ll;- ,; ~ ; ~..". Re: j2320106 ECH - 443 VWC Coles Residence MiTek Industries, Inc~ 14515 North Ouler Forty Drive Suite 300 Chesterfield. 1.1063017-5746 Telephone 314/434-1200 Fax 314/434-5343 The truss drawing(s) referenced below have been prepared by MiTck Industries, Inc. under my direct supervision based on Ihe parameters provided by Caner Lee Building Components. Pages or sheets covered by this seal: 110440793 thru ] I 0440795 My I icense renewal date for the state of Indiana is JULY 3 J. 2006. ~ \\\\1111111111/ \\\\ III1 ", '(;.'\IE.N E f:: II" ;;:." 0-'\ ............. O-t- /..-........ $ /_G\STE.r:r;:..... ~ f ./((-'<;; C..... ~ ~ E.! ~,r,F,~>':,;'N: ~ ~ . =: ~\ ;~"", S"fA1E Or ........~'f ~/ '-'..<'>",'<;\'DIA~!>' ~~..~ ...... <:,,-, ......... c~\ " "1'1/ <',\S'ONA' ~~ \,\' II, \. \\\ 1111/lf'lIll\\'" June 1.2006 Fox, Steve The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSlrrPI-2002 Chapter 2. JUN-02-2006 09:04 CARTER LEE BUILDING COMPo 317 P.03 ,,'"""<- ~K~ - !l " ~ " :\041.11120';" // ;/ '1 ~ i' E : \ I! I ~ ~1jl "\\ I 24 .~___ fJ~- ----fTruss' ,. ....---; T 11.1$$ Type ---.-.---- .- (~2J2~~.~___. ~_. _.____._.._~~_ i~OOFTRUSS : CARTER-LEE f1\.JILOING COMI'ONENTS. I,IOORESVllLE. iN .$lsil-'~- ,- '~...!...~~___~.9.15L.__ ...~).2Jl_----J o,'o.a ~.9.10 5.6.;1. 6.1.12 6~a M1I20:: REPAIR THE END GEARINGS MOVED iQWAfWS THE CENTE~ Of THE T~USS flY <l':!l4" ON E~CH SIDE. v /~ ;f Ii' , \" 0/" :",-4> 6.)' I '\~~ !tl'l ~'\ .{S'- Q. ~ 1000:12 VU 3x6 1.11120::' 3.4MII20:: w , ~.4 MII:?::lli O.~:.l? __~_-_~:lC '?-5:8 6-1-12 ~~p'laJ~,;9tf~,~!t ,i.~~.Y); '. :.~~:O:8)..~_~,gl;'lt,L.~:.o:~:~]l:.!.:l2}~~~~~-9~~~)~J)~Q)~fo: ;:-ai~-~-~-=- ~~~~-=:~. .-".- ..--..---,------------. --- -.,. -- - .--. ~_._- -. .-.-. 0.4.12 ~.4_14 __J.!.:-J-).2. 5~-2 17.5-8 , , , i 1I0U[FaJ I '--'--~TQty 1__ I ECH. 44~'NYC Coles Re,.;den;1 11 REPAIR.3TRUSSES,l,5UNlTSJC tJob RllfllrllflUl(optiooal} 11201)IJulI3~UiT.kll\....lIn...ln<: ThuJ"f\OII2'32~2J.l~paQe' IPly I , 23-7-4 6,'-12 ~f> ,.0-4 29-]-8 --+ _~.:.~_;!f-~8 5.0-0 ~3.tl 0.108 1.!i04t.A1I20;! G 6xtl1.41120", , 1".4'-111'0 i: H SCollle;1:813; , 4..8MII20~ i~ ;~ J~"'1120~ 1!i~4MIIWil ", , j.. : l~[ii o P ON 214MI12011 31aM1I20~ 2r4M112011 APPL Y 2)(8 5PF No] SCA8tS) TO EACH FACE OF TRUSS ATTACH WITH IOd (3" X 0.131") NAilS PER THE FOLLOWING NAil SCHEDULE .2 ROWS' SPACED@0-4.0 0 C STAGGER NAil SPACING fROM FRONT FACE AW eACK FACE FOR A NET I),:/,--O 0 C SPACING IN THE MAIN MEMBER USE A MIN, 0.3-0 MEMBER END OISTANCE , 1-_ _ ___ill~_ 2A.7~---+-__ )4-6-4_.~l!il..() 5.t.12 ,.0-4 5.0.0 4.10.12 1>-'1-12 LOADING (pst) SPACING 2.0-0 Cs. DEFL '" (loe) IIdell Ud PLATES GRIP TCLL 200 Plates Increase 1.IS TC 0.37 Vert(LL} .0,03 SoT >999 360 1..11120 197/144 TCDL 100 Lumber Increase ,,, Be 0,34 Verl(TL) .010 SoT >999 240 BeLl 0.0 Rep Slress Incr YES W. 0.59 Horz(TL} 0,03 R n" 01. BCDL 10,0 Code !l:;!C2003fTPI2002 (Matrox) Wind(Ll) 003 V >999 240 lfI/eighl' 222lb --..---- ...._---,--_.~ ._--,-~ ..-.---.,.. ATTAC.1112" PL )wOOD OR OSB GUSSET (15132" APA RATED SHEATHING :12116 e.xp 1) lOEACH ~AC<' Of TRUSS WITH lOa (3" x .'~1.) NAtLSDRIVt:N THROuGH BOTH SHEETS OF Pl YWOOO AND CLINCHED PER THE FOl.lOWING NAIL SCHEDULE' 2 M 3'$. I ROW. 2. ~.s _ 2 ROWS, 2 .6'S AND lARGER. 3RQWS' SPACEO@CJ.-.4-00C REACTIONS (Ib/size) 6=996/0-5-8. R= 1536/0.5.8.00:363/0.5-6 NAllS TO aE DRIVEN FROM FlOTH rACtS STAGGER SPACING FROM FRONT TO eACK FACE FOR A Max H.Orz 6"'-387(10311 c.ase 3) NET 0-2-00 C SPAC ING (i'J THE MAIN MEM8ER uSE A MIN. 0-3-0 MEMB~R END a E Max VpliM B-"'-183(load case 5), R::.198(load case 6). O"-106(load case 6) ~/ Mal< Grall 8-102B(103d case 9). f~"1536(load case 1). 0"'372(load case 1 0) - 0- fORCES (I b) - MaxlffilJm CompreSSIOrllMaXlmum TenSion TOP CHORD A-B"--oIO, B-C=-1183/161, C-O"'.108S/191. D+E"""'8751206, E.F=.78112.47, F.G=..9612.1~, G.H"-49B/21~. H-I=-16/223, 1'~"01235, J-KaQIB.1, K.l""-182/107. L-MaOIJ9. L-N"-299fl17 eaT CHORD 8-W=-j6Jn9J, V-I{;Io...J53m.l3, U-V--2B6/603, T-Ua.Z85/503, $-T"'.139/327, R-S..14OJJ26, Q-R."O/92, I-R:-156/170, P.Q"".lDI17, ().P......16132. N.Q=-1B/32 D---W=OIZlB, D.V=-277/232. FN=-90/379, F-T=-239/96, G-T=-399fZ55, H.T=.Z39/839, H.S~O/165, H.R=-I077I2.74. P-R=.JB/175. K-R=-Z56/255. K-P=.31 1127, L.P"'0/119 LUMBER TOP CHORD BOT CHORD WEBS 2 X 4 $PF NO.2 2X4SPFNo.Z 2 X 4 SPF NO.2 'Except" D.W 2 X 3 SPF Stud, P.R Z X 3 SPF Stud, K.R 2. X 3 SPF NO.2 K.P 2. X J SPF NO,2, L.N 2. X 4 SPF Slud, L.P 2 X 3 SPF Stud Left:? X 8 Syp DSS 3,119 SLIDER WEBS BRACING TOP CHORD BOT CHORD Sheathed or 5-4-12 oc PUrlllS, excepl end vertical$. Rigia ceiUng directly applied or 6-0.0 oc bracing. Except 1 Row at mitlpt I-R 1 Rowa1tnidpl F"T,G-T.H-R /PI WEBS NOTES 1) Unbalanced roof live loads have been COnSidered for 1his design 2) Wind: ASCE 7.02, 90mph: 11=2511: TCDL"6,Opsf: BCDL"'6.0psf: Calegof)' 1I: Exp C: enClosed: MINFRS gable end lona: canli!ever left and nght exposed: end vertical left and right exposed: lumber DOL"'1.J3 plate 9fip OOL~1.33 3) Provide adequale drainage to prcvenl water ponding 4) fhis truss l'Ias been deSigned tor a 10,0 psI bol1om chord live load nOnconcurrent wilh any Oll'ler live loads 5) ProlJide medlanici11 connection (by others.) oltrus!> 10 bearing plale capable ollMthstanding 183 Ib uplift at )oil'll B '98 Ib uplift at join! Rand 106 Ibuplif1 atjoini 0 6} This t,uss is designeO" In accordance wi~l'Ilhe 2003 International ReSidential Code :s.eclions R502 11 1 and Ra02.102 anO" reftlftl.'1COO standard ANSlfrPi 1 \,~\\H1111//l(flll ,....."\ €;.'-JE.N f;:: II"" ...........' 0-<" ........... O-t "~... 2' ...~0\S TeA":'" ~ g .:"q- <::0..... ~ := ! t~'7: C'.' ;:' ~,:: = ~ ~' ~ - . . . . ~""I.' \. SP,TEO'" ..... Q: ~ -::. ~"'. . .' .~ ~ ~... '-~ '<:'vOrr\~~." "<::-;.....~ .......... ~\' ......... "..:_~' ,....... "'I S!ONAl €.'i' ...\'... 1//fffl/JIIlII\\\"" June 1,2006 LOAD CASEfSI Standard , 1~515 N. OUl~f fo11'y. i:>uU<GOO ChHll!'of'eTll,MOln017 ! .A WARN/Ne Vor(jll du/g" .II<1ru.....I... an.d RUD NOTI:S ON THfS ANDJNCJ..UDI:D MrUK ItUt;/U.NCr. I"AOE /tID.'."" .UORr. (IS&" 0"''9'' v"",,, '0,' '"'C' c,",.. ....", .....,'e. ~ON'''Cl"". T"~ d..,.<;~" b"..d 0"'V "pel" 1''''0....'.'' '''0....,. ",,"';, 10' O~ ;""''''......''lb,,~''i~9<:<>mpon...~' ~j.>."IoDob"'" <>t d''''gn .PO<"......~.,"" "~,, pop", "''''''PO''''''''' a' "ompo,",,,,,' "'",pamiO"''Y all;luilOong O"e'~""" noll"-''' d".ig""", e,ochg .0,,,"'" "fo' k1'..,'", ''';;;;;;0'' "I ,nd'Vlduo; "",,0 ",..mO.." ,,""". AoO",nO."",,1 t".....PO'ory 1;1<0-':"'0 10 ""V"i> lTabiO..... <1"""0 """'t.\:<:I'"",,, th~ 'elpo,,~bl1;~ 0' '"'<I "''''''0'. A<1d'''o~a] pC'm,,""''''! =''''''''<9c11'''' o"ero~ \:,,,CI<,,,,,, fl, Irle '~'po.wb~,..,.. 01 '''e O"ld,no de'>QI"lIl'. f<>, ~n."nl 9"'00""" 'eQO'a...." ,,;,~)"CC'''''' q"olll'>t cent,,,, .10.og.. d"ILv"ry. ."",,;1(0" 0"0 l:>'oe,r,Q. eO"\"" 4Nlt/T'1l Qu""'" C~I"rla, 0$1.8' antllC111 ''''I<ll~, l:<>mpD.....1 5",.,., I"t"'.....li.." 0..<:"<>0;" "c~ I,',,,, ."ja'" '",1,1"'.. S8.3 O'Or>o'I>O Dn..... """a""". Wl.\.J'l~ Mlf Mirek- _.__---------.J L JUN-02-2005 09:04 C~RTER LEE BUILDING COMPo 317 P.04 'Jot;- :-riUss rriVS5Typc--. , :~OOF TRUSS ------;1jiY -',';Y-! EC" - '''"/We co.. R..".." ---- r--' . I I 110U079<li i \ I 1 'I' REPA1~':l TRUSSES, 1 5 UNITS JC _.....:._ I . Job Re1'erlfoce (ooltona/l I 6iOO.J"j1132(lDS"'ih~lna~slri*"lrIC. Tl'IuJun0112-:3":OO2C?6 P~l 'J23ZQlDll D ~ , "C,,'R";ER.LEE iiUilDwc. c;OMPQNENT5. MOORESVt\.~E' :N'7St~'8-- 'O:.~-c;:.~ __ __5.:9..:.1.0____ ~.....:- - _!."!..:_~~:.? -,' 0-10.8 5.g-1C 5-6.2 .1.~~~ 1.:- :.0 __10-7_~~~~t--_2Jl:l~__. _.,.._._ 3.04.11~~8 4-1.14 2-11.12 5-fi-2 5.9.,0 O.1{H~ , Scale ~ 1 8~ 6 4.7-14 4.0:6 MlllO-; REPAIR THE END HF.ARINCS MOVED TOWARQS THE CENTER Of" THF. TRUSS 8Y 4.JJ4" ON EACH SIDE 3~4 1;'11120-:- G h8M1l20:::: ',5~" MII20 II " 1000:;2 _.r?t' .OQ. "":':':O~A=___'~\- - ~. -:'" v::r - /" I ;' ~ ;( 'x,;tF l ~ i! II . :~ :W~-l~".\L '~ V v vr Jl<S MI120-- 2~4 1.11120:1 : I~ I~ I "I ' ::! ! I. I;} i~H 1 5~4 Mil20!' D-4'F_ __~9.:,!9. .__+___L1:.U.L._ 0":'-12 5-4114 ~.6.l 3x8M1I20= Rap ,~ON ]3.7-4 3~4 MU20'7~" 2~4 1,11120 ..,?9_~:..!l..____~_._-;-_._~__..----.-:-~-&-4__~~1.C 9.1-{) 0.2.12 5-6.2 I' 5-<1.14 0.4-12 )ll8 "11120" 2.11-12 APPLY 2xe SPF No,,t SCAB(S) TO EACH FACE or TRUSS ATTACHwnH 10d [3-X O,131")NAILS PER THE FOLLOWING NAil SCHEDULE. 2 ROWS: SPACED@I)-.4-00.C STAGGER NAil SPACING FROM FRONT FACE AND BACK FACE FOR A NET 0.2.0 O,C SPACING IN THE MAIN MEMBER USE A MIN 0-3--0 MEMBER END DISTANCE " PTa'ie-O!I.s~~-,-YL _LB.J}:8.~,~.1~1~6:iOlfF6~6=o-o~1-i-2"C[CQTQ,-Q:.' .12L1T:0-2-B O:1.~~.n_ =---.-----.---- --------,._-"-_._, "._.__..,..,-~-'----:---- LOAOING (pst) TCll 20.0 Tem 10.0 SCLl 0.0 SCOl 10.0 SPACING 2-0-0 Plateslncrt'3se 1.15 Lumber Increase 1.15 Rep Slress !ncr YES Code IRC2003rrPI2002 CSI TC 0,38 BC 058 WB 0.75 (Maln:r) DEFL Vert(ll) Vert(Tl) HOf'Z(Tl) \N'ind(lL) IIdefl "999 :>719 oj. ..999 LId 360 240 0," 240 '" -0,14 -0,35 002 0.03 (Ioc) S-U S-U o P-o LUMBER TOP CHORD BOT CHORD WEBS BRACING TOP CHORD BOT CHORD Sheathed or 6-0.0 oc punins, except end verticals Rigid ceding directly applied or 6-0-0 oc bracing Excepl 1 Row at midpl H.S , Row at mldpt r:.U. G-5. 1-5. K.Q [PI A TTACI-! 112:' Pl Y'NOCD OR OSS CUSSET \t5l32" APA FlATfD SHEATHING 32116 EXP1) TO EACH FACE OF TRUSS WITH 1IJd [3. x .131'1 NAilS DRIVEN THROUGH BOTti SHEETS OF Pl Y'NOOD AND CliNCHED PER THE rOlLOWING NAIL SCHEDULE 2)(3's.1 ROW. 2 ~ 4'5.. 2 ROWS. 2 ~6'SANOLARGER. '3 ROWS: SPACED@0...04.0QC. rIb/size) 5=791/0+5--8. SO' \602/0-5-8.0=50210-5-6 NAILS TO BE DRIVEN FROM BOTH FACES STAGGER SPACING FROM FRONT TO BACK FACe: FOR A ~:~ ~~;i~ ::~~:~i::~ ~~: ~l, S=-198{load lAl$e 4}, O='2~5~~O:-:':~~ 6~PACING IN THE MAIN MEMBER USt: A MIN. o-J.OMEM!:!lifo(E ~I>;O DISTANCE .:;:- M...... Grav B=623(laad case 9). S"'1602[laad case 1). O"'S15(load case 10) ~ _ Maximum CompressiOr'l/Ma:rimum Tension A.8=.0IO. B_C=-B92117S. C_D=_70J/204, D_E=_S88/214. E.F=48S/253, F.G=+373126B. G-H:0/242. H_I:01244. I-J=-:39/J02. J-K=-1051263. K-l=.308/202. L-M=0/J9. l-N=-43Jf22J 6--V=..)04IS64. U-V=.J04/564. T-V=.\65/247, 5.T=.165/247. R-S=-Z/J. 11.$"'.2441171. Q-R=-l4Z/0. P.Q=01160, o-P=-22/34. N.O=.22IJ4 D-V=0/189. D-U=-JOJI2J9. F.U=-451117, G-U=.64/445. G-S=.756/257. 0-5=01279, 1-5"-564/244.I-Q:..262/298. K-Q"-2S3/217. K.P"01153, L-p"0/1e2 SLIDER 2 X 4 SPF No.2 :2 X4 SPF No 2 2 X 4 SPF No;> 'E~cept. D.V 2 X 3 SPF Stud, a.s 2 X J SPF Stud L.P Z X 3 SPF Stud Lef12 X a SYP DSS 3. 1 1_9 WEBS L-N 2 X4 SPF Stud REACTlONS FORCES (Ib) TOP CHORD 60T CHORD WEBS NOTES 1) Unbalanced roof live loads h6lve been considered far this design 2) Wirod: ASCE 7-02: 90mph: h"25ft TCDl"60p~f: BCDL=6,Op-sf: Ca\e9ary II: Exp C: enclosed; MVVfRS gable end zone: canlllll\l6r left and ri~ht exposed. end vertical left ijnd righl exposed, Lumber DOL"1 ,JJ pf..le grip DOL=1,J) Ji Provide adequate drainage to prevent water paneling 4) This lruss has been des~ned for a 100 psf bottom chortl live load noncoocurTenl wilh any olher Jive loadS, 5) Provide mech;lniul COflnecliof'l (by olhers) or lr..Jss to be.nng plate capable ofwlhstanding 191 10 uplift at joint B. 1981b uplift al joint S and 215 II) uplift at joint O. 6) ThiS truss is dC5igncd in Clcc.orclance With the 2003 International Residentiaf COde .s~llon:;. R50211. 1 and RBOZ.10.2 and referenced s~ndard AN SIfT PI , LOAD eASElS) Standard PLA ~S MIl20 GRIP 1971144 Weight: 220 tb \\\\I\lllllllif/I" ,,\\\ ~ \J't.N E. F "/// ............ 0"'................... O+/~ .}' ....~G\STE~;.... ~ 2 /0 0\::. .= l N:; ,. ;'1/ :,/,';t': ~ - . ~ S --0 \. STATE Of' .... Q- g ... ~~ . . I.J.,... ~ ~~ ....:~OrA~~....~,~'<.i....~ ...,,/0',':.' .....' ,..., ....,... I~II SIONAL E,\"o \\".... 1111111II/lllll\\\\\\1 June 1.2006 . [ .4L WAIC/""'G VcdJ!I duig'l p,.....""........ ,...,d IlKAP NOTr.s ON THIS AND //I(;I./Jp8;D IIIf/7LII; /f.r'&R~CI '....G1; Mn,7f7J 8eF'ORr; 1l~1; c",;",,- ''''',<' '.... ~,~ ,,,"v ......,,, M,J". ""''',,,'' "". :"" 0"'''9'''' O>cl,..o ",.', ~p"" pO'o>netl!'> '1"10....., anO il r", Cll'l'r>di.;ouol O"i:<l'''g cornp!.>""": ~;>""'C"t.oj:J'y, 01 <l""~' "",om.,,,'.,,, 0'\0 "'01'1'" ,p<.cwpo<:l1"," 01 compo"../'l'" ''''PO''\iCillty 0' tll.oilO"Q aeligl'ler. r><:1III\J\\ O"';G""'. ~'aCl"g >ho""'" ,'''''' ,,,r,,.ool ,uOpO<' nl '...0....0"".......0 ....",.""..', O,~Y ~d"...o''IOr 1~"""O'Otv 0'''<;'''9 'e ""\ne ,laOiMy dU''''9 c"'''',,,cllO''\'' ft<1.. ,..,p""'.b!~",, or I~ """"'0' , I'-dd.'",,,,,1 n....,.,.,o,~.,."1 O''';:'''.g, "r tl"1" c'~a" l"~<;:""" Ll.~" "',p,,''',bli,..,. 01 lr-. t:>ujd,"'ll a..,'9""" r,,, \1.",&",19..,;<lone" ,,,,,O'O'''li ,,,bo,ew>o,, qUPI,ty 00"."0', ,!".,,~~ :1<>1,,,,,,, ,!)",<o"O" 0"0 tl",,,,,,,,, ~o"'vll 4NSIIHI1 Qvoli"" Crill....... Oll-U an'll teil1 Ivlldlng Compon....1 ~~!.Iy I...r..'ma~"'" <o""".Jo,,,.. ~",.,., I,u" P'ol" '~'I,',-M. ~ D'O"olr", Dh~l>. ",,"O~O". WI 53'19 ,,,'S" 0.,,'0"> ~Ii-. S"l._JOO CJo,..,crr",\<l,IA063017 MiTek- JUN-02-2005 09:05 CARTER LEE BUILDING COMPo =Job-- - ~--TfNs!i 317 P.05 . Tt\Jss Type -~-~iECH.~~)VWC c~,RtMtn~e : n L' \ RE.?~IR -1 iRUSSES. \.5. ".N\"\'S JC -L_ ~bRel~ce(OOllonall_ .._...____ . 6.100ehI13200Sr.A,fulr>d\lltnes,l!'4 Th"JUT\01 '2:36:~120(1) p"" I )1310106 '.12_ \p\G.C'Ie-"c',(jI,T1\C I i ~______" . CARTER:CEEBUllDING CO"",,,ONf:N,S. MDORESVluE IN ~5'S8 -~a ___4~_~,~ 0,'0-8 4.4-5 ..'-._ __J.:!.:~___.1..!:~:!L_._____,_J.~____.. 6.9.11 0,'-1:? 12.3-8 4.61.11110"/ ~-Q.~~ 0-'.12 6.g..11 .hBMI120,' 1\O'I.OH~ 34.11-0 J5-!M -'----r-; 4-4-5 0.10-6 SCOIIIlto::l:846, 1,S.4 MillO Ii G REPAIR: THE: END BEARINGS MOVED TOWARDS THE CENTER OF THE TRUSS BY 4-3/-4' ON EACH SIDE 10 00 f1;f E i ~ 4.4,~1120~' ~~-". D ~f1i\5.aMII20~. )jfb"/7/ :i c /" '/ I: 4XtiMI120'l,/ !! _ {I :: ,.(/ i: // :~ ,/' #~-~..._._-----~--- '~ ~! APPl v 2X8 SP~ No.2 SCAB(S) TO EACH FACE OF TRUSS ATTACH WITrt lOd (3. X 0 131") NAILS PER THE FOLLOWING NAIL SCHEOl...'lE 2 ROWS: SPACED Q ()..4.(J Q,C ST.AGGER NAil $PACING FROM fRONT f.ACE AND BACK fACE FOR A NET 0.2-0 0 C SPACING IN THE M.AlN MEMBER USE A MIN ()'3-O MEMBER ENQ DIST"NCE __. ._ _______.__n.~_____.._,__~~<-1..!....__._1___3~~t~1.0 12.1.0 6.9-11 3_11_90-4.12 :)>;OMI120'; J>I6MI120v 4:<4 M1120," H 5.81011120:;:: i~ " U T S 3:06 Mil~O!' 5dM1I20"" R Q p 0 J:rl0Mil2011 6:rl!lMI120;:c N 5J08MI120:":". 6.81011120" 3,0101.4112011 0-1:1L_~'!:~ 0_4_171_;'.9 _.!..1.:?_:..O.,___ ".9-11 . 'Pta'ieOffsets' t:<~j. )$'9),:~,q~i - 'BY l~: 9.+P:,~:\~ YJ~~~.o1:Q:~~,Ljrl{~~;~~~~.~~:~rJ:,:o.2:~~~1 LW~j:g~~~1l:J~.~.:~jJ:~~]_~.=.-;:::~~-=-=--- =-----=.7_==== , I I i i [ I~ !~ I .' ~i "- LM "'-, 31<.6104.112011 / l.OADING (P$f) SPACING 2.0-0 eSI OEFL ro (Ioe) Ildell Ud PLATES GRIP TClL 200 Plates \ncrea$e ;15 TC o,ra Vel1(lL) -0_17 O-R >999 '60 Mlt20 1971144 TCDl 100 lumberlncrea1>e 115 Be 0.57 Verl(Tl) .0.31 O-R >999 2'0 Bell 00 Rep Stress lncr YES WB 0.79 Hon:(Tl) 0_03 M 0/. 01. BCDL 100 Code tRC2003fTPI2002 (Matnx) Wind(LL) 0.D7 R >999 240 I Weight: 3141b ---------- ____I -------~~-'~. __L LUMBER TOP CHORD BOT CHORD . WEBS BRACING TOP CHORD BOT CHORD WEBS JOINTS SlIea!hed or 4.2.14 OC pur1in~. except end verticals Rigid ceijing directly applied or , o-r>--tl 00; bracmg 1 Row II midp! S-V, N.X 1 Bra~atJI(s):W [PI, 2 X 4 SPF No.2 'Exccpt. D.E 2 X" SPF Slud. G-H 2 X 4 SPF Slud 2X10SYPN01 2 X.4 SPF NO.2 .Execp!' v-x 2 X 6 SPF N02. S-U 2 X 4 SPt' Stud, C-S 2 X) $PF Stud J-L 2 X 4 SPF $lud_ J~N 2 X :rSPf StlJd. E-W 2 X;} SPF NO,2 F-W 2 X 3 SPF Stud. G-W 2 X 3 5PF No,2. 8-S 2 X J SPF Sllld J-N 2 X 3 SPF Slud REACTIONS (lblslle) M~21J8/0-3-l!, T::2138/0-3-8 M3x Horz T;..417(IQild case 3) Max Uplih M:...123(load case 6). T=-12.3(toa<:l cas.e 5) FORCES (\D)- TOP CHORD Maxlrr,um CompreS$ionlMaximum Tens.ion A-B:0I39, S-C=-1S251115. C-0=-11061347, D-E-97B/JB2. crH=-97813n. ~1-1=-110613;}B. I-J=-1525/11S, J-K=0139 c-f "--1 3431309, F .G=-l 343/309, B_U=.1784/124, J_l=_17841123 T.U:-29/41. S. T -"-3761388. R.Sg-110f1723. Q.R:.-l0911123, P-Q"'- 109/1723, Q-P=-109/1723, N-O:=-10811723. M-N=-213/41.l-M:--28f41 R-V=0I1100, E-V=-275f5' 1, O-X=011100. G_X::_275/505, V-W=.1209f314, W-X~.1209/306. C.S"--285f334, I-N;-28Sf33J. C-V=-6J9/3JS. E-W"-51:2/977. F_W~~471245, G_W=:.S111977. 6-5=0/1310. J.N=O/1310, S-V;-1214/259, I-X".6J9I3J2. N-X"'-1214/256 BOT CHORD WEBS NOTES 1) Unbalanced rool hve loads. have been considered for tt1is design, 2) Wind: ASCE 7-02: 90mpt1. Jl=2~f\: TCOl-SOpsl: BCDL=60pst: Category II: Exp C' enclosed: MVllFRS gable end zone: cantilever len and ri9h1 expo~ed. end ver1icallen and righl exposed: Lumber DOl:1.J3 plate grip DOl:l ,33 3) Provide adequate drainage 10 prevent water pending 4l This 1russ 00$ been aesigned for a 10.0 psI bottom chord 1M: load noncom;urrenl wilh anv other live loaos 5~ Ceiling dead load (5_0 psf) on member(s) V.W, w-x 6) Bot1om chord Ii'lt! toad (40,0 pst) and additional bottom chord dL'!ad load (10,0 pst) applied onl)' to room Q.R 7) Provide mecnan>Ca1 connechon (by olh~fS) of Iruss to beanng plate capable of withstanding 12310 uplift at joinl M and 1231b lJplltt at joif\tT 8) This !fUSS is designed in accordanl;e with lhe ZOO.3 International Re$ldenllal Code sections R502, 11. 1 and R802.10.2 ilnG referenced slandard ANSlrTPI 1 LOAD eASElS) Slandard s~ ,\\\\\\\\IIIIIIIIJI ,\", '2."E.N E f; 1111; ;;:....... ,;>"\ .........;. 0+ /............ ~ ..'::"0\STE.f:?'~'.. ....~ 2 .....t:c ~()..... ~ ~ t 6',:;;(': H~ \ ~ : : . ::. -?.... 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Q) ...;, ~1Jooll:l~~: .- 0 '- en U ...... . ~ o~ct50 2; Q~~ll)aC)~~ ~"O"O aO::'S 0 0)2 0 0. u U 0 'v;unEoe3: Q)d)cooaJu ~~.9Ul)~Q)' 00 VI 00>1) ;.; cue ~-. C III 1!,g2.g>~~~~: OOO\l.l'S~-:;o ~ZC::Odl'-'~U' " ' :; ~~ :;.:::,. .,,~ CZ -< 0;.. '1'= o>~ ~v D= TOTAL P.06