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06080143 Trusses
..1. Joo lruss Irusslyl''' 'Oly '" SI2,.O()35 ," SPECI....L DE lob # S/27.111135 Job Rei~renc" (oplJonal) 6500 s Oct 312006 M;Te'.-lndustnes Inc W~d Mar{l7 10 151i 2007 ,,'-age 1 /0)+3 o~(fb\. 4-1-1.2 4-1-12 8-0-0 13-4-1 3-10-4 5-4-1 16-7-0 3-2-15 22-0-12 5-5-12 .27-10-0 5-9-4 '" 4' X ~'l('Ul TO nr) l~n2' cux PLYW()(lD OR 711f."OSH (ArA RATEllllOUSSET EACH FACE All. SHADF.DMEMIlERS i)'.,'Dl(:A IT NEW ~X4 SPF It2 WEll'> i- f "' '\ " / , . , [...., I I , . ,,00111 j l / / 0'5- I I,.. '-J, " I Y Ii " 2' X <I' lCUT TO FIT) I W~" COX PL YWOl)D 01 7111'.' OSIl/AI'A RAl1;t1) (]1]SSET EAO! FACE .j , /' ..,/i' ~ ,/ I . " / ../ l / )5 nr ADD'L lOAD I" 8-0-0 8.0-0 _P!a~ .9fts_~~~}~,~) .[~ 0-~-g,0"~~8J, [100.5-0.9<':..4] " ,,~X6XI6'SPF"~ SCAB EACH FACE OVERTOP GIJSsETS. APPLY 112- FILLER BLOCKS AS NEEDED p-4-1 ,., 5.4-1 22-0-12 _ 8-8-11 _27-'.0-0 5-9-4 LOADING(psf) IClL 200 Tcm 10,0 BCLL 00 BCDL 100 SPACING 2-0-0 Plates incnOJl)se 1,15 Lumber Inuease 1,15 RepStresslnu YES Code IBC2003lTPI200;-' C~ TC OBO BC 0,53 v.a 074 (Matri~) Dff"L Vert(Ll) Vert(TL) HOfZ(TL) in (IOCj 01310-12 -03610-12 003 9 Ilden '999 ~924 "'" Ud 360 '" nla P1.ATES GRIP MT20 1971144 \M!ight167lb LUMBER TOP CHORD 2 X 4 SPf No 2 BOT CHORD 2 X 4 SPF No;> VVEf3S ;> X 4SPF No2 'Except' 2-132 X 3 $PF Slud, 7.102X 3 SPF Stud,1 -14 2 X 4 SPF Stud 2-142 X 3 SPF Stud B.92 X 4 SPF Stud,S -10 2 X 3 SPF Stud BRACING TOP CHORD 1301 CHORD V\if.liS Structural wood sheathing directly applillil or 5-5-6 oc punlns, e~cepre nd verncals Rigid ceiling directly applied or 1Q-O-Ooc bracing T-Brace 2X4SPFSlud-4-13,4.10.5-10,2.14.., Fasten 1 and I braces to nanow edgtl 01 web wIH; 10d Common wlrf> nalls, gin 0 Co .with 4inmlnimum end distance Brace must cover 90% of .....eb length f<EACTIONS (Itllsiw) 14=tU11IMactlanical,9=100410':j.8 Ma, Horz14=-446(LC6) Ma. Upll~14=-17t3{lC B}, 9=-170(LC Hi Ma,Grav14=1102(LC 2). 9=1102(lC 2) FORCES (Ib)- Maximum CompressionlMaximum Tension TOP CHORD 1_2=_2451163,2_3=_9701315,3.4=.6391290, 4-5=-5651317. 5{i".944/52B. 6.7=-10651504, 7.B=-1062f230, 1_14=.2421157, B-9=-10531191 BOT CHORD 13-14=-301/610. 12-13=-121n79, 11-12"-119nB1. 10-11=-119nS1, 9-1()::-son:I7 'Ni:BS 2-13=-100/194,3-13"-911366, 4.13=.289112U, 4.12=0I2B9, 4_10=.7171275, 5.10=.4881819, 7-10=-3591416, 2-14=.931/110, 8.10=0/622 NOTES 1) Thls truss has been che<:ked to( uniform root live load only,e xcept as noled 2) Wnd: ASCE 7-02: 9DmphJl =25It; rCDL=6Opsf; BCDL"6 Opst; Category II: Exp C:e nclosed; M'-"""RS gable, end zone, cantilever left and rlghte xposed ,eM vertlcallefl and righte xpos(!d: LumberD 01.=1,60 plate grip DOL"1,60 3) TCLL P-S CE 7.02:P r=200 psl(r oofl ive load Lumber DOl.=l 15 Plate DOL=1.15).P g=200 psI {ground snow);? 1=19 0 ps1( ftalr oaf snow. LumberD OL:o1 15 Plate DOl.=1.15). Calegory II: Exp C;P artll)lIv f.~p . Ct" 1:1 BC 1607.11.:? minimum root .ve load applied where required Ram surcharge applied to alll!'<:pOsed SLlrliJCeS Wltrl srnl'''s less Ihan 0 500/12 in aCCQrdAnCe witlllBC 1508,34 4) Unlwl,H'\cea snow loadS ~ll)VI! been conslder,.,d for tIlis d>lSillr1 5) Prov,ae adequale dramag" to prevenl water pOl1Olng S) fllrs truss Ilas teen designed lor I) 100 psf bonam chord live load noncor-.curfP.l1tw irn any othfl1 ive loads I) ThiS Illlss requi,~s ~laW rnspBCtion per me TOOlh Coum MethOCl WHen this truss is chosen for quality assurance inspection B) pratescllec~e(jfo'apllls ormmus6degflJerotat,onaboul,tscenter 9) Reter togirdeqs; lor IIUSS to Iruss connections 10) PlOvide mechanical CC>l1<lOCtion (by OIhers)o f truss to bearing plate capable ofw ilhsranding 1761b uplift at joml1 4 and 170 Ib upllll atj oint 9 11) This truss is designed in accordance with the 2003 International Building Cooe section 2306 1 and referenced standard ANSIITPI 1 12) W3rning:A ddllional permanent and stab~ity bracing tor truss system (notp ano f this componentrj esign}i s always required REPAIR PROBLEM: REMOVE WEBS AND ADD UNrFOR~1 LOAD TO R.C. AS SHOWN REPAIR SOLUTION: PROVIDE TEMPORAR Y SUPPORT TO TRUSS DURING REPAIR, USE CARBlDE TIP BLADE TO CUT TRUSS TO ENSURE ALL REMAINING LUhfBER AND PLATES REMAIN INTACr AND UNDISTURBED. INSTALL NEW 2X4 SPF to. \'o.'EBS AS SHOWN. A'lTACH PL YWQOl.liOSB (jUSSETS AS SHOWN USING "LIQUiD NAIL" GLUE AND 3d NAILS@3"O,C. 11-IROUGHOUT fNTERSECTrNG TRUSS MEMBERS. SCAB 2X6 SPF #2 AS SHOWN USING IOd NAILS @ 3~ O.c. ruROUGHOUT 1:l.C. LOAD CASE{S) Standard Date. 3/1/01 "'Joo' ,TnJSS -TrwssType ,-QIy ty DE Job # S/27-0035 !J_o_b.f!~(e~_n~.(o~l~n~I)," ,_ ._.._ _ _ , __ _ 6,500 S Oct 312006 MiTek Industrie~41'1f'2Tu~ Ma'rQ6 14:54:242007 Page 1 12120007 R08 COMMON i2 Slaik-Tru-ss C;;~, Inc,: Ren-s'se-'-a-e2-4Nt_~'iif 5.4.4 1Q:.5-0 5-0-12 nXL..5.--O. 7-0-0 22.5.12 2.1.1.0.0 5-0.12 5-4-4 24" X 24"~CUTTO FIT) 15,'32" cox PLYWOOD OR 7/1/'>" OSD lAPA RATED) GlISSET J::ACH FAn: '"." 'F'" 5.4A ,,~ ", 24" X 24" 1.'>/32" cox 1'1.YWOODOR 7116" OSiJ (APA RATED) CUSSET b\CH fACE ~ \~~.i) '{t,~. ,"I v ';'001] '],(; "', 24" X ~4" 15132" cnx PLYWOOD OR 7116'OSFI (APA RA TEDI GUSSET EACH FACE " .' , ;,; ;" H I'LF ADD'L LOAD '3 5-4.4 5.4-4 10-5-0 " '0 9 i 24~4-2 J,' . 2X6XI6' SPF III SCAB EACH FACE OVERTOP GUSSETS, APPLY Ill" FILLER BLOCKS AS Nf'EDED 17-5-0 ?2.~-~2.. _2J-10-0 24-lf-2 "" !d._ LOAOING(psf) Tel.L 200 TeOL 10.0 BCLL 00 BCOL 100 $PAO NG 2-0-0 Plateslncrellse 1,15 Lumber Increase 1,15 RepStresslncr YES Gode IBC20031TP\2002 C5I Te 0,66 BC 039 '/IS 0,37 (Malnx) 7-0-0 5-0-12 5-4.4 DEFL m (lac) I/defl Ud PLATES GRIP Vert{LL) -005 9.11 ~999 360 Mf20 19'11144 Vert(TL) "0.14 9-11 >999 240 Horz(lLj 002 7 '"' '"' Weight 1621b 5-0-12 _ f!~~~@~~(~,D Jt{~9li.;Q~LI!,"g?~.1.~~cO.~'1~l)fJ~~:?;~,,~q~~].-.," LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 x 4 SPF NO.2 WOBS 2 X 4 SPF No2 "Except" W3 7. X 3 SPF Stud,W 3 2 X 3 SPF Stud W1 2 X 4 SPF Stud,W 22 X 3 SPF Stud W1 2 X 4 SPF Stud,W 22 X 3 SPf' StUd BRACING TOP CHORD BOT CHORD WEBS Slructural, wood sheathlflg directly applied 0(5-2-3 ac purl ins, excepte nd ver~cals Rigid ce,llngdlrectlyapphedor9-1-3ocbracmg T.Brace 2X 4SPF No2-3-9 2X4SPF Stud-2-11,5.Q Fasten T and I braces to nafTOVV edge of web w~h 10d Common wire nails Sin o.c ,w,th4inm,n,mumenddistance I Elracemust cover 90% of web length REACTIONS (Ib/size) 13'-'1013IMechanical,7=101310.3.8 Max HorzB=421(LC 7) Max Uphfl13=-140(lC 8), 7=-140(LC9) Max Grav13=1102(lC 2), 7=1102(lC 2) FORCES (10) - Maximum Compression/Maximum Tension TOP ChORD 1-2=-10361190,2-3=-933/306,3--4=-5931300,4-5=-9331300, 5.Q=-10361190, 1-13=-1043/166, 6-7=-1043/166 BOT CHORD 12_13=.422/418,11_12=_3081654, 10-11=-225/593, 9-1~-225/593, 8-9:-48J654, 7-8=-31/93 I/'vEBS 2-12=-140181,2-11=-154/253,3.11=-133/316, 3_9=.183/183, 4.9-=.102/316, 5-9=-153/253, 5.8=.141/81. 1_12=.481611. 6.8".51.1311 NOTES 1j This lrUSS has beefl cnecked lor uniform roofl ive load only,exceplas not ed 2\ WI)dASCE 7-02; 00mph,1I =251\. TCOl=6Opsl: BCOl.=60psf; CategOf)'ll, Exp C:e nclosed;M VllFRS gable end lOne;C anti lever left and rig~lte :<posed, end venicalleft and right exposed: LumberD Ol=1.60 plate gnp ooL"'160 J.\ TCLl.:AS CE 7.02, Pr"'20.0 psf(r ootl ive 10ad:L umllp.fD Ol"'1, 15 Plate DOl=115);P g=20 0 psf( ground snovv):P (=190 psf( natr oot snow: LumberD OL=1 15 PlmeDOL=1.15); Category II: Exp C:P artially Exp, Cl'" 1, IBC 1607,112 minimum roof live bad appiied wtlerarequired Rain surcharge applied \0 all exposed surfaces W11l1 slopes less than 0 500112 In accordance with IBC 1608 3.4 4) Unbalanced snow loads have been considered tor this design 5) Provide adequate drilinage to pleventw ater ponding 6) This truss has been designed fora 100psfb ottorllchord live load nonconCUfTenl w,thany othertiveloads 7) This lruss requires plate inspection per !tIe Too\tl CountM ethod when this truss is chosen torq uality assurance "lspechon 8) Plates checked tor a plus or minus 5 degree rotaMnabout rts center 9) Rete! togirder(sl for truss to truss connections 10) PfOVlde mecnalllc.31 connection (by others) of truss to bearing plate c.3pableotw ithsland,ng 140 Ib uplift alj oint1 3 and 140 III upnlt al joint7 11) This truss is designed in accordance with lhe 2003 International Building Code section 2306.1 and referenced standard ANSlfTPI1 12) IlVarningA dditional permanent and stallilrty braCing lor truss system (I1Otp arto f this componentd esign) is always required LOAD CASE{S) Standard REPAIR PROBLEM: REMOVE WEBS AND ADD UNIFORM l.OAD TO H.C. AS SHOWN, REPAIR SOLUTION: PROVIDE TEMPORARY SUPPORT TO TRUSS DURING REPAIR, USE CARBIDE TIP BLADE TO CUT TRUSS TO ENSURE ALL REMAfNfNG LUMBER AND PLATES REMAIN INTACT AND UNDISTURBED. INSTALL NEW 2X4 SPF #2 WEBS AS SHOWN. ATTACH PLYWOOD/OSH GUSSETS AS SHOWN USING "LIQUID NAIL" GLUE AND Sd NAlLS@3"O.C. THROUGHOUT fNTERSECITNG TRUSS MEMBERS. Date 3/1/01 Job' -Truss 'TmssType ;Ply Q, 12T2U007 "5 ,COMMON DE lob # S127-0035 JotJ.Rete.~.~~e__(opli.Q.':l.aJl ___ 6,500 sOct 312006 MiTek Industries, Inc -TueMarOO 145434'200241:'491" Sta'4J:\f_~ Co, IIle. Rensselaer. IN47g7a- .0.10;8 0-\0-8 6-9-15 6-9-15 13-5-0 6-7.0 26-7.0 6-7-0 33-2-1 6-7-0 20-0-0 6-7-0 ,,6_ 2X6X16' SPF #." SCAB EACH FACF OVER'fOP GUSSETS. APPLY 1/2" FILLER RLOCKS AS NEFDED. NEW 2X4X(CllT TO fIT} Sf'F #l BCSLIDER " ~ 15/,J:'''CDX I'LYWOOD OR 711~" OS8(Af'A R.1TF;D) 0USSIT F.A("fIFI1CE 35 PLf ADD ---"-.- ld- '" 29-10-8 9-10-8 DEFL m (Ice) Ildefl Ud Vert(LL) .024 8.10 >999 360 Ven(TL) -072 8-10 >666 240 Horz(TL) 0,18 8 01' n/a ~., ~ 24-4-2 " .., )" New 2X4X(CUTTO Hn SPFIf:!IlC.SUDER ~ 24-4.2 10-1.8 20-0-0 10-1-8 9-10-8 F-'I~le~ffs.~t~(~.~}_ [2004 ()..1 4]_~_~_3_? 0 3 OV60 3003 OJ !8.9.g_40-1-4L_ I.OADING(psf) fCll 20,0 TCDL 100 BCLl 0,0 BCDI. 10.0 SPACING 2-0-0 Plates Increase 115 lumber Increase 1,15 Rep Stress InCf YES Code IBC2oo31TP12002 CS' TC 0,69 BC 1.00 V\.{l0.34 (Matrix) Weighl1511b ___.1._____ LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No 2 \NEBS 2 X 3 SPF Stud 'Except" VV3 2 X 4 SPF No 2,W4 2X 4 SPF N02,W3 ~ X4 SPF No.2 BRACING TOP CHORD BOT CHORD WEBS Struclural, wood sheathing directlyapplie<1 or2-6-11 ocpurlins Rigid cellmg dlraclly applied or2-2-0oc bracing 1 Row at midpt 4-12,6-12 /~." .-. ~.-' , ,.... 1 REACTIONS (Iblslle) 2O'1tJ66IO-3.8,8=15661O.).8 Max Horzl'=138(LC 8) MaxUpl,f12=-319(LC 8). 8=.319(LC9} Milx Grav2=1659(LC 31, 8=1659(LC 4) FORCES (Ib)- fOP CHORD BOr CHORD WEBS Maximum Compression/Maximum Tension 1-2=0/19,2.3=-2890/517, 3-4=-26311486, 4-5=-1855/408, 5.6=-1855/408, 6-7=-26311486. 7-8~-2890/517, 8-9=0/19 2-14=.488/2492. 13-14=-3oo/20ti4, 12_13="30012054, 11-12=-188/2054, 10-11=.18812054.8-10"-350/2492 3_14=_387f236,4_14=_58/556,4_12=_801I2g2,5_12=_188/1178,6_12=_8011292,6-10=-581556.7.10=_387f236 NOTES 1) This truss has been checked for uniform roofi iveload only,exceplas noted 2) WndAS CE 7-02; 9Omph;h =251t TCDlO'60psl; 8COL=6 Opsf: Category Ii; Exp C:e ndosed:M IM'RS gable end zone,c antilever lelt and righte xposed , 'md venicallefl and r~hl exposed; LumberD Ol=1,60 plate grip ooL=160 3) TClL'AS CE 7-02; Pr-20.0 psl(r oatl ive 10ad:L umberD Ol=115 Plate DOL=1.15):P g=20 0 psl( ground snow);P 1=180 psl( flair 001 snow LumberD OL"1 15 Plate DOL"-l 15); Category II, Exp C; Partially Exp , Ct= 1; IBC 1607.11.2 minimum roafi ive load applied where required 4) Unbalanced snawloads have been cOf1sidered lor this design 5) Ttlis Iruss ililS been designed for greater 01 minrool live load 01180 psI or 200 times flat rootl oad 011 4.0 pst on overhangs non-conculTentw Ith otller1 ive loads 6) This tlUSS Ilas been designed lor a 10.0 psfb ottom chord live load nonconculTemwith any other live loa ds I) rllis truss requires ",Ime inspection pef tile Tooth CountM ethod when this IfUSS is chosen forq uality assurance inspection il) r~l<J:es checked fora plus or minus 5 degree rOlationaboUI rts center 9) Providemflchanical connection (by O1hers)o ftruss to bearing plate capable otw ilhslanding 319 Ib upltllatjoint2 and 319 Ib uplift at join18 10.) This truss is designed in accordance witllthe 2003lntemalional BUilding Code section 2306.1 and reterenced standard ANSlffPI1 LOAD eASElS) Slandard REPAIR PROBLEM: ADD UNIFORM LOAD TO B.C. AS SHOWN. REPAIR SOLUTION: PROVIDE TEMPORARY SUPPORT TO TRUSS DURING REPAIR. INSTALL NEW 2X4 SPF #2 B.C. SLIDER AS SHOWN. ATTACH PLYWOOD/OSB GUSSETS AS SHOWN USING "LIQUID NAIL" GLUE AND Hd NAILS@3"O.C. nlROUGHOUT INTERSECTING TRUSS MEMBERS. SCAB 2X4/2X6 $PF #2 AS SHOWN USING 10d NAILS@3"D.C.THROUGHOUTMATCHINGCHORDS INCLUDING B.C. SLIDER. TH]S REPAIR M1\ Y BE APPLIED TO TRUSSES R4S AND R45A FOR JOB #]2T20007 49:0-0 (;.9.15 4Q-10,-8 0.-10-8 "",'16jl 24" X 48"" 15/32" CDX PLYWOOD OR 7110" OSB (APA lUTED) GUSSEfE.-lCli FACE 15132" CDX PLYWOOD OR 7//6"<JSB (AJ'A RATEDj GUSSET EACH FACE 40.-0-0. 10.-1-8 PLATES GRIP MT20 1971144 ...-r""/ ,........ "', J) ."".' l-' 1 '/' A ^,~ ,.,- j ,~)-~ /., (!lJ Date 3/1/01 icuss T'LJs<lype 'at 'I 'Ply 1,1<'I1U8, P.ll SPECIAl DE .Ioh # S127-111135 ",1"" ".,,,, n Inc. R~"""la"! IrJ4}lli'~_4.2 Job Rer"re~ce__("pt'ona!) ij 50U. OCI 31 200(,; M.T~" Ir"11~!'~:'?"'c 1uI' M~rt)ij ;4 5~ 77 iOO, P"~e 1 n'O-U 11-41 IG.7.0 22-0.12 27.100 I:iO,(j 5.4.1 ~-2-15 55.12 5.9.4 I' X ,1'{CUT TO FIT) 15/]". CUX I'L\'I>,'I!()IJ('" 7,W / ()$U IA~" R.ATEDI (iUSSEf EM'H FAn; / 4' \ ~'.rT'r I(Jl-II) ISlJ:' CU.\ f'L~W()('[l('1!. ,/;II>"(JSlJl,\P,,,,ICA1UJI (;USSETLM'III',\C! '\"",SI'''2,,,,,,,,,,,,,,1 \ :JVH,HlP(,I;SSETS '1.1'1'1.'( l,!" 11I.!,1'1< \ BUY_K';.",SNH.l\[lJ ALI.SHi\flEDMEMBERS INDll A)I-' NEW 2\4 SI'f' ~2 WEH;, .l'X "{eFT TO FJT) : ~1~" CDX PLYV.'O(lPUR)-I(i'" OSIJ(APA kAJ);D) (;USSET LAn.1FACL .JS P'LF .-I,Dll'LLOAD " 24:'~'-:' ~' ,r ,I' iCl q TO FIT) 15'1~'" CDX PI.Y\\"( lOll (Ill. I/Ih" 0<';1< (^~A Il^TEll)C,IJSS~ I ~:AUl FAn _60-0 11.4-1 Iti70 ,'X .1'If'lJl Tn FJTI 1.'1.12" C'llX PLYWOOD ()~ :1;;" nSBIAPA R.-'I nnl (;USSFf L\CH F "'1.1. 27-10-0 6.0.0 5.4.1 5-;!-15 113-0 l'idl~Cffsels (I, Y) [lO-J-SO:':'f!) I r:JADING(psf) leu, ~.o () 1(;01 100 Gr:1L GO "CUL lOr) SPACING 2-0.0 Plates Increase 115 L\lmt>ellnCfp.ase 11:> Pep Slre~51[l(( y'[,S Cad', iliC~()i'rI1r"I;.'OO;' CSI Ie 094 BC 084 '1\<9 060 (Ma!n)) DIYL " (lOCI Illle'1 Llel l'I.A.llS (;Rlf-' Wrt{LLI 029 iJ,(j ~999 :\60 MT20 ,,1711t.a Ven(TL) 07< 89 ~449 240 Horz(TL) 003 8 nld n/a 'Nel(Jh: IS3It, I UMIJEfl r ),. -',h(A--:D ~\ .; ~ ";},'I ,'j'-, , :iCi CF<.lfirl:' ,) Sf"r. No / /",-Ij~- :: /..1 SH no:' ',',ceo!" ',N!~' I ;, ';:,H StLJG 'J";} <: J SI.T ';ILJ'J 'N,' /' J SI'f" Stud GRACING TOP CHORD 801 CHORD SlruC!ural wood sheall11nq oi'E!cllyapplle,j 0' :)-S,3c.c p,JI';'-'~ e,c",pllerrO',NUcais f~I(.jlacp.tllng a'reclly apol,pd or 10-0.0oc braD'1t) t.)(Cepl BS.:.,oct>r,KLng l;>-l:J T-Br<lCe ;> X 4 SPf- SILJd. 3_94 .9. 6-0{).1;l Fasten T df)O I tJraccs 10 narrow edge ot '^'()~, WI!h l(ld CO'"fTlO'1 wir~ na"S ()") 0 c ....,!11 4;'1 mjr~mum end a,s1<lncl:' BracemuSI {;(}V,,"' Q(1%otw"DIt'll(lt11 WfB.<; li\-j\CI,ONS IID!S':,:) IJ~101'liM..."h,H"cai !J~100110.39 Ma, HD'113oo-<146(LC 6) MaxUplift13=.1/6(LC 8), 8=. 170(LC 8) Ma< Grav13oo1102(LC 2), 8~' 102(l.C 21 I'()RC[S Ilb). rei"' CHORD ;l,)r CHORD '/,\:f:G M,nimurn Comp'essjonIMa<lmum Tension 1.;'0'-10601230, ~-3"'-9351:'79, 3-4"'-9;'4843 4.~co.814134H 5--&=.930/3((;,6.700-364121':) '-1300-10411203, 1:'.13~.46?J471 11.12=.2,191669, 10--11-"-152/940. 9.lOoo_15?/940. 8-IP.42..f;38 ;>-12~.94/' 17. 2: 11=-11l7l4i:J4, 3.11"'-330/130 3-9=-7191339. 4-9oo-2~j('>Ill22 (;-9"'.102/300. 1.12"'-124.<<13 1-llo.3401,'13 6-[j~.795;1::8 ~J(Jf[:S O! 1/:'-',/',,-SSllaS!JP!Jf1c11E:Ck,POio'u,'i/ormi'Oofllveloadonly,e<c"ptasmled :'. ',\\;10 ,\S CL ','-02 <'<Orn::;n,1l ~2:tl, rCDLcG Opsf LJCDLcl} Upsf Cm"'I)DfY II. f.p C,e n<:IQsHtl,M W'RS gabl" end ;10[1>),[ <lntdo~er IL-l1 ;md "9h1e ~pos"d end ,(,'1IC;;:i,'fl "nnr'9": e.posed, LurntJerD (Ji co 1 f~Oplaleg'1p 00\.=1 fiO !CLl. AS CE i.02 f"":'OO p5flr 0011 .v(. load L urnberO OL=1 15 Plall' OOL~' 15;.1-' gc20 0 pst( ground sn"",tP f=190psf( ftalr oolsnuw l.urrVerO 0\"'1 1:) f'la!f; 1/)1." 1 1',;" Cc;tegory il r:~o C f-J <In,:;II\, !"~Il C:~ 1 IBe 1607 11 ] rrmlmurn roof I,ve load applleQ where r'lQulloo Rain surctlarge ;lpplltod I" "II e,po~M "uri8,:es ,,,,1(1 ,lollPsiess Iflan 0 500/1) In a<:cl.lf(.!rtI1(p'W,mIBr; 150834 ~, iJd~al<>,VJ~u ,flOW 10,1<Js !lilY" betrl con~l(I,,!e(j for Ill'S dflsiqn Siho...r<!"dClequatPfJrcHnagelaflreventwawrponolng ')1 r',,~ trugo h;;~ b"eo des'gnetl f01 ;> 10 0 p~ftJ ouem cl10rd live loa,j '1onconcuHent "'Ilh any olt>er hvp.loads -'I Ill;, truss requi'o~ ok>te 'IiSPflCtlOCl per Ill" foott, CounlM etnoo ",h"fI trlls tr\J~' IS chosu'1lorq ual,l\, <Jssuriln"" rn~('e<cllOn fOll'i<ltes cnr;c"erl lor a pfuS or mmus :, rleglef' rNat'Qn aboul ~s cente, ""I Rpfer to gllde,!,1 !m I'IJS~ 10 trUSS connections 10:,l-JfO'"den'w[f,anjca1cnn'lectiofl (by 11H1crO,) Df IrU5S to beafl ngplatucapdbloofv.iilhstaorJ,ng17610uphftaljoint1 )~)(j 170lbupllftal1Olnt8 11) 1f", 1'1J~5 is d"stQn"G In ;>u:,,,'oanCf> w;lr, 'flU 2(Xn Inl"rnat,on<lIBwldrng Code "lCl,o'1 )306 1 and rell"mncad Slanda<d ANSlnpt 1 "'1 ',VarCHr,,) r, ddjliOfiill (lA'"'1dr',,,,'1 ;-;",J stduMv t)r<i'.lnq foo lrli~' Sy~lem (nrAp <lr10 f Ihl5 componfJntd <,sign) IS atw'a~s rP.qIJorQ(! LOI\[)ClISl ~ St;",dard REPAIR PROBLEM ll.F:>10\'E WEHS .\NO ADD Ur--:IFOK1>.1 L(lADTO fl.C t\S SI/Oy..'N p.l]'r\IR ,,(ILUTlON I'ltnV][JE IE/l.j['(lRAf{ Y SlJl'f'OKT TO TRUSS DUIUNG REPAm lYSE (.ARnrnE HI' HI,ADI:: TO cur TRUS~ TU EN."URE ALL REMArNrNO LUf\IBFR AND PlAITS REMAIN lNlAC r AND UNDISTURBED fNSTALL )\;[W ;;X4 SPF #2 WEBS AS SHOWN. AlTAelf PLYWOOP/OSH GUSSETS AS SHOWN USING ~LIQUID NAIL" GLUE AND fr:d NAILS@3"f),C. n IROUUIJOUT !NTERSECTING TRUSS Ml~MHERS. SCAB 2Xb SPF #'2 AS SHOWN USING lOd NAILS @)~ O.C, THROUGHOUT B.C. Date. 3/7/07 jO'b' PTrUs-s- rrussType [Oty piy- 12T2U()O? '" 'SP[CIAL DE Job # S/27-0035 Stark Truss Co Inc Rensselaer,INf,p.7,j!_2' .J.ob.R!,f!,,!,n~eJ,!2El:l,~n~l) 6500 s Oct 31 2000 MiTl!k Industries ~\t_4!~e Mar66 14:S4 28 2007 Page 1 6-1-7 17-.8-~ 2-3-1 22-7-~ 4-10-15 47:10-9 5-2-7 -O;1_9:tl._ ~'9.'0 0-10-8 4-0-0 9-4-1 5-4-' 15-5-8 ",<I ,;",",,;,0 4' X 8' (CUT TO fIT) 15132" CDX PLYWOOD OR 71W OSH fAPA RATED) GUSSET EACH FACE <," ALL SHADED ME~HERS INDICATE NEW 2X4 SPF trl WEBS ,., l" U"XU'IJlj2"COXI'l.YWOO()OR 7//6 " OSR (..tJ-'A RAITD! GUSSET EACH FACE 24"): 24" 15.'12"CUX PLYWUOD OR 7/16"' OSB (AI'A RATED) GUSSET EACH F ,\(f , 1 _ " 'lOOP j,c ';., 35 I'Ll' ADD'L LOAD r.1 ,t 24.?!f-2 " )" ~ 1) 1/ 9-4-~. 2X6X16' SPF #2 SCAB EACH FACE OVERTOP GUSSETS BLOCKS AS NEEDED. 15-~-B .-'ti'PLY Irz"Fli.LER 24-'4-2 4-0-0 , 17-8-9 . 22-7.9 _,._ ._ ____,-_ __ u.___ _ 27.10-0 5-2-7 LOADING(psf) ICl.L 20.0 TeDl 10.0 BCll 00 BCDL 10.0 SPACING 2-0.0 Plales Increa5e 1.15 Lumber Increase 1.15 RepStress Incr YES Code IBC2003lTPl2002 CSI TC 0.53 BC 0.36 ~ 0.57 (M<ltrix) 2-3-1 4-10-15 DEFL " (Ioc) I/defl Ud Vert(LL) 0.0513-14 >999 360 Vcn(Tl) -0.1413.14 ,999 240 HOI7.(TL) 0.03 9 ~, ", PLA TES GRIP MT20 197/144 4-0-0 5-4-1 6-1-7 ~iat!'l, q~_s:e~s_ (X, ~J ~n.~:?:.1_4.:~~ijeJ, 14,9~6:0:Q:2:-bj:-II~~~f?:_2,~~~jr~j)?~J:~i ~ (6~Cj:~~12,:~-':; -6) ,~- I vveight1711b LUMBER TOP CHORD 2 X 4 SPF No 2 'Except' T22X 6SPFNo2 BOT CHORD 2 X 4 SPF No.2 VI.'EBS 2 X3SPF Stud "Except' VV62)(4 SPF N02,W7 2)( 4SPF ~Jo2, \M32X 4 SPF N02,W72X4 srI" No2 Vl/92 X 4 spr N02,W 1 2 X 4 SI-'F Slud,W 12 X 4 SPF Stud BRACING TOP CHORD BOT CHORD WEBS Structural wood 5heathing directly applied or 5-4.10 oc pullins. excepte nd verbcals Rigid ceiling directly applied or 9-2-9oc bracing. T-Brace 2X4SPF Stud-4-13,7 -11 Fasten T and I braces to narrow edge of web wrth 10d Common wire nails, gin 0 c ,with 4ir1 minimum end distance Brace must cover 00% of web length REACTIONS (lb/size) 16=1075/0-3-8,9=100610-3-8 Max Horz16-=430(LC 7) Max Uplift16=-221(LC 8), 9=-158(LC8) MaxGravl&=1193IlC3} 9=1101(LC 2) FORCES (Ib). rop CHORD BOT CHORD ';\1:;BS Maximum Compression/Maximum Tension ~ -;_~~~~~'1 ~~;; 9~~~1~~ .~8~~61~93;~~4 ;~2~~/~ ~iZF, 1; _ 153~~8:s~g,1 i 1-~ .;:~~~?t;~~ 1 6:~; ~~~~/~~\~;6~~2~~Bf239. B. 9=.1 04 5/1 fl3 3_15=.260/99.3_14=.1431817,4_14=_4!Jl/179,4_13=.809/338,5.jJ=_137f387,6.13=_216/389,6-11=.1651195,7_11=_154/241.7_10=_14B(16, 2_15=.84(116,8_10=_23/629 NOTES 1) This tflJSS has been Checked lor uniform rootl ive load only,excepta snoted 2) WndAS CE 7-02; 9Omph;h =25ft; TCDL=6.0ps1; BCOL:06,Opsl; Calegol)' II: hp C,e ncl05ed;M W"RS gable and lone,C antilever left and nghte xposed , end verticallefl and right exposed: LumberD OL=l60 plate grip DOL=1 60 3) TCLL:AS CE 7.02; Pr-=20.0 psf(r oofl ive load:L umberO OL""1.15 Plate 00L"1, 15);P g=200 p51( ground SI1OW);P 1=19.0 psf( flatr oaf snow LumbarD OL=l 15 Plate DOL=1.15): Category ll; Exp C;P artially E4J" Ct= 1; IBC 1607,.11.2 miniroom roollive load applied where required, Rain surcharge applied \0 all exposed surfaces with slopes less lt1an 0,500112 in accordance with IBC 160B.3.4 4) Unbalarn:ed snow loads have been con5idered for this design 5) This truss ~1as been designed tor qreater of min loof live load of 160 psI or 2.00 time5 flat roetl oad 011 40 psf on overhangs non-concurrentw ith otherl ive loads 6) Provide adequaledrainage to preventwalerponding 1) This/rvssh8sbeen designed lor a 10 Opsfb ottom chord live load none oncurrent wilh any other live loads 8) fhis truss requires plate inspection per the Tooth CountM ethod when this truss is chasen forq l./alityasSUfancei/1spechon 9) Plll1es checked lor a plus orm;nus5 degree rotallonabout its center 101 ProvinemlO{;hanicalconnect;on (by Olher5) 01 truss 10 l:leanng pi atecapableofwithstandmg2211buphftatjoint16and1581bupiftal)oint9 11) This truss IS designed in accordance with the 2003 International Building Code secllOn 2306 1 and referenced standard ANSIITPI1 12) Warning'A dd.tion,,1 permanent and stabilrty brflcing for lruS5 sy~tem (notp ar10 f ttlis componef11d ..sign) is always required REPAIR PROBLEM' REMOVE WEBS AND ADD UNIFORM LOAD TO B.C. AS SHOWN. REPAIR SOLU'nON: PROVIDE TEMPORARY SUPPORT TO TRUSS DURING REPAIR. USE CARBIDE TIP BLADE TO CUT TRUSS TO ENSURE ALL REMATNING LUMBER AND PLATES REMAIN INTACT AND UNDISTURBED INSTALL NEW 2X4 SPF #2 WEBS AS SHOWN, ^ IT ACH PL )'WOOD/OSB GUSSETS AS SHOWN USfNG "LIQUID NAIL" GLUE AND 8d NAILS @ 3" O.C. THROUGHOUT fNTERSECTING TRUSS MEMBERS. SCAB 2X6 SPF il2 AS SHOWN USING IOd NAILS@ 3" O,c. THROUGHOUT B.c. LOAD CASE(S) Standard Date 3/1/01 12T2000/ 'SPECIAL 'Cty ;2 ;PtY ""' 'TrUss ":TrussType !R44 DE .lob # S/27-01i35 iJObRelerenCe(ORIIOnal) -6- 500-5-0"131 2006 Mihk Inrlustries, Inc TUR MarDfi 14.54 33 2~4_.r_~~ 1 starS'hr.I,f:~?:!:'-, Inc. Rensselae-r: IN47978 6.4-1 SQ:PO 4-10-8 -O:lQ.8 0-10-8 _6-9-19_ 6-9-15 1}-5-0 6-7.0 ?O:O-:O 6-7.0 2l?:~-'1 6-2-" NEW 2,X.IX(CVT ru FIT)SPF "2 1-I.C.SLlOER _3Z-?6 6-2-1' 38._9-!- 6-4., 45-1-8 ~<~. . 'c' , . ~ . 2X~.'( II>' SPI' #2 '>CAll EACH fACt! OVERTOP GUSSETS, APPLY In" FIl.LER ULOCKS AS NEEDED 6 00" ~ :r J6" X )6" H/)}" CO.\ /-'UWOOO OR 7//6"OSB UPA R.~TF.O) (;USSET E.4CII P.f{~E <'i- '" '-, Ii I ," ,.; I"~ t':.. /'- / " "' " " -- .jV- '~ ;:- ~,' ~ ,.,- COAU .... I / "', 1/' "<I .' ,hI " // .~.: ~ '" '" '" " " 1] h :. ,. ',.e ;.) ,. ~- '" ..>C ,.,Q ~ ;'U"' 24--4.2 24-4-2 lOADING(psl) TCl.l 200 rcOt. 100 BC!.l 00 BCDL 100 CSI rc Dee BC '00 V'>S 1,00 (Matrl~) _~.f!..2-' ~ 32.5--6 .}~:9-7 ....----.-. 6-2-11 6.2.11 6-4-1 DEFL " (Ioc) I/adl U, VertlLL) 06015.16 ,.988 360 Vert(Tl) -1.1515.16 ~520 '" Horz(TL) 027 11 ,," ,," 45-1-8 6-4-1 50-0-D_. 4.10-8 1Q.-.':!l:._ 20-0:9 10.'-8 9.10.8 P~~1.e 9~~_e..ls: (.~_,Yl I~O~_~f: 1.:..4n49'Z-_~O:.3:PJ:J: iO.3-~;0..:.E~~.[1:~9~2~.Q.?.9j.' SPAQ NG 2-0.0 Plates increase \15 Lumberlncre3se 115 RepStreSs Incr NO Code IOC20031TPi2002 PLATES MT20 MT20H GRIP 244/190 187!l43 Weight 296ltJ LUMBER rop CHORD 2 X 4 SYP rJo.2 'E.xcept" T32X6SYPNo.2 BOT CHORD 2 X 4 SYP No.1D 'Except' 822X4SYPNo2 ~BS 2X4SYPNo3 \"1k:DGE left2X4SYPN03 BRACING TOP CHORD BOT CHORD WEBS $tructuralwOlXl shealhingdirt'Cllyappliedor2-1-0ocpurtlns. e.-ceptendv6rbcals Rigld ceilongdirectly applied or 4-5--13 oc oracing. T.Brace 2X4SYPNo2-6-1B 2X4$YPNo3-4 _18,5_18, 7-16.7.13 Fasten T and I braces to narrow edge at web w~h 10d Common wire nails, 9m 0 c ,with olin minimum end distance BiBee must cove! 90% of web length REACTIONS (Ib/size) 2=1935tQ..3-8.11=180610-3.8 Ma~ Hor12"'l86(LC 7) Max Uplif\2::.492(lC B), 11=-1177(LC9j Ma~ Grav2=2033(lC 2), 11=2038(LC 4) FORCES (Ib) - Ma"imum CompressionIMa>.imum Tension ,OP CHORD 1.2=0/19.2.3=.36961880. 3.4:_34<15.'852. 4.5:.26991839. 5-6=.2677/817. 6_7:.403611270, 7_8:-471912211, 8-21~-4720J2211, 21-22:.472012212. 22-23:.4718/2212 9.23:.<1718/2212 9-24=.245111571 10-24=-256811555 10-11=-1982!1193 BOT CHORD 2_20=.82613200,1'9.20:::_65012790,18.19=_65012190. 1'7-18=.929/3512, 1&17=_92913512,15-16=_19B616051. 14-15=-1991~7. \3_14"'_1991/6047, 13-25:-1321/2279. 25_26"'_1321/2279, 26-27"'"1321/.2279, 12-27".132112279, 12-28:-24/113. 11_28:_24/113 V\tE8S 3_20=_3681225,4.20=-46/546,4.18=_765/.273, 5-18=-579/1926. 6.18"'-19711804, 6-16=-60111683, 7-16::-298311241, 7-15"'01247, 7_13=_1600/0 8-13oo.:i59/236, 9.13".89612660, 9-12:0,640/0, 10.12=-1376/22Ufl SEE ORIGINAL ENGINEERED DRAWTNG FOR INFO NOT SHOWN HERE. REPAIR PROBLEM: ADD UNIFORM LOAD TO B.C. AS SHOWN REPAIR SOLUTION' PROVIDE TEMPORARY SUPPORT TO TRUSS DURING REPAIR. INSTALL !\'EW 2X4 SPF #2 B.C. SLlOER AS SHOWN. ATI'ACIll'LYWOOD10SH GUSSETS AS SHOWN USING "LIQUID NAIL" GLUE AND Kd NAILS@3" O.C 1l11{()UGHOUT INTERSECTING TRUSS ME~lBERS. SCAB 2X412Xfi SI'F #2 AS SHOWN USING 10d NAILS@3"O.C THROUGHOUT MATCHING CHORDS INCLUDING RC SI.1DER Date 3/7/07 ~ob . .rniss' ;frussTypa .cilY- :Ply 12r20007 'R42 ,SPECIAL DE Job # 8/27-003S ,J()~__~~l.!"~l!c,,-(option~l) _ 6 500 S OCI 31 2006 MiTek Indus!ries, I";':: - Tue Mar06-- i:t.S4':3(j i0;?4~fie- i-' SI~~T(_'.!f'_~CO, Inc Rensseiaer,IN47978 -O~1~-8 0-10.8 ._.6___.f!:!.~_ 6-9-15 1}--5-0 6-7-0 . ;:!Q~O-~ 6-7-0 2~-.?-6 4.5--6 30-9-7 6-4-' 37~1~ 6--4-' \,B,' NEW lX4X(ClITTO Fin SPF#2R,C.SLIDEJI. XCV SPY #2 SCAB EACIIFACE. ,., B O~i f !.5" , " j: ,I I, " ,,' I:.;, '" <'. ~ "., , 35 PLf ADD'LLOAD ',\. ,'~ ~ '" ),6_ " , ., .., Ii'! " l'~ ~ " ),B- ,., ,"- .., 2X6XI6' SPF #2 SCAB EACH fACE. 24--4-2 10-1--8 20-0-0 24-5-6 30.9~7 37-'-8 10-1-8 9-10-8 4-5-6 6-4-1 6-4-1 Pla!e_Offsets (X ,Yj: 12:~~0- 1 ~E~9~]~. [40~ 3-Q, 9-3-.0], [7,.~,2-~?- .i.~~J,_H.b~:~~rte5~~__ ~~J.. l i;:!:Q::.i ~~',Q.~.!:~J,,! ~1.9_~_;;~~Q- ~ ~~t .{!~~o_:~::~~q:i:~l,~Q~_o:.~.~j_~J, SPAONG 2-0-0 Plates Increase 1,15 Lumber Increase 1,15 Rep Stress Incr YES Code IBC20031TP12002 CS! TC 0,83 BC 1,00 Vvl3 0.97 (Matrix) DEFl Vert(LL} Vert(TL) Horz{TL} I/defl >999 >715 oJ, Ud 360 240 oJ, in (lac) _03015.16 -0,8318-20 025 11 LOADING(psf) TCLL 20,0 TCDL 10,0 i BCLL 00 ' _.~~1~____i_ LUMBER TOP CHORD 2 X 4 SPF N02 "Except" T32X6SPFNo2 BOT CHORD 2 X 4 SPF N02 "Excepl" B1 2 X 4 SPF 1650F 1.5E, B4 2 X 4 SPF 1650F 1.5E Z X 4 SPF No 2 "Except" W1 2 X 3 SPF Stud,WZ 2 X 3 SPF Stud, 1/113 2 X 3 SPF Stud,We 2 X 3 SPF Stud W9 2 X 3 SPF Stud,W 10 2 X 3 SPF Stud,W 11 2 X 3 SPF Slud i BRACING TOP CHORD BOT CHORD WEBS Structural wood shaalt1ing directly applied or 2-2-0 DC purtins. exceple nd vBftJcals Rigid ceilingdiroctly applied Of 2-2-0ocbracing T-Brace 2X4SPF Stud-4--18.6-18, 7-15 Fasteo T and I braces 10 narrow edge of web wrth lOd Common wire nails, gin o.c ,with4inminimumenddislance < Brace musl cover 90% of web lengt/1 WEBS REACTIONS (Ib/size) 2=19561O-3-8,ll=1904/Mechanical Max Horz2=186(LC 7) Max Uplift2=-360{LC 8), 11=-376(LC 9) Max Grav2=2050(LC 2), 11=2221(LC 4) FORCES (Ib) - Maximum CompressionlMaximum Tension TOP CHORD 1-2=0119, 2-3=-3732S02. 3.4=-3482/572, 4.~"2736J569, 5.6=-26961562, 6_7=_33241659,7_8=.3327/675,8_9=<30961611.9_10=_3044/544, 10-11=_2142/409 BOT CHORD 2_20=_581/3232,19_20=_396/2824,18_19=_39612824, 17.18=-36613322, 16-17=-36613322. 15-16=-381/3323, 14-15=-301/2698,13-14=-30112698 12_13=_372/2630,11_12=--461230 V\o1:BS 3-20=-367/234, 4-2CF-53/546, 4-18=-767/281. 5-18=-375/2124, 6__18=_1980/433, 6-16=-177J126, 7-16=-941329, 7-15=-641/191. 8_15=.1411996 8_13=0I214.9_13=_82/118,9_12=--4891165,1Q..12=_33612473 NOTES 1) This truss has been checked lor unilorm roofi iveload only.excepta s noted 2) iMnd:AS CE 7-02; 9Omph,h =25ft: TCDL=6 Opsl; BCDL=6 Opsf: Category II; Exp C;e ncIosed;M \t\f"RS gable end zone,c antilever left and righte xposed . end vertical left and rignt exposed: LumberD OL"1.60 plate grip DOL"160 31 TCLL.AS CE 7-02; Pr=20.0 psl(r oofl ive 10adL umberD OL=115 Plate DOL=1.15);P g=20,0 psl( ground SrJCMr):P 1=19.0 psl( natr oaf snow, LurrtJerQ OL=115 Plate DOL=1, 15): Calegol)lll: Exp C;P artially Exp; C!= 1; lac 1607.11,2 minimum roof live load applied where required. Rain surcharge applied to all exposed surfaces wilh slopes less than 0.500/12 in accordance with lac 1608.3.4 4) Unbatanced snow loads have been considered for lhls design 5) This truss has been designed lor greater of min roof live load of 18.0 psI or 2.00 times ftat roofl oad ofl 4.0 psI on overhangs non-COr\ClirTenlw ith olherl ive loads 6) Provide adequate drainage to preventw ater ponding 7) This truss has boon designed tor a 10.0 psfb ottom chofd live load nonconCUlTent with any other live loads 8) This truss requires plate inspection per the Tooth CountM ethod when lhis truss Is chosen forq uality assurance inspectIOn 9} Plates checlr:ed lor a plus or minus 5 degree rotation about ~s center. 10) Refer to girder{s) for truss to truss connections 11) Provide mechanical connection (by othersJo f truss to bearing plate capableofw ilt1standlng 360 lb upliflatj oin12 and 3761:1 uplift al Jointl 1 12) This truss Is designad in accordance wilh the 2003 Intemational Building COde section 23061 and referaoced standard ANSlfTPI1. 13) warning'A dditional permanent and stabilrty bracing lor truss system (notp arto f this componentd esign) is always required LOAD CASE(S} Standard REPAIR PROBLEM: ADD UNIFORM LOAD TO B.C. AS SHOWN. REPAIR SOLUTION: PROVillE TEMPORARY SUPPORT TO TRUSS DURlNG REPAIR. INSTALL NEW 2X4 SPF #2 B.c. SLIDER AS SHOWN. AlTACH PLYWOOD/OSB GUSSETS AS SHOWN USING "L1QUlD NAlL" GLUE AND 8d NAILS@3"O.C. THROUGHOUT INTERSECTING TRUSS MEMBERS, SCAB 2X412X6 SPF #2 AS SHOWN USING IOd NAILS@ 3" O.c. THROUGHOUT MATCHING CHORDS INCLUDING B.C. SLIDER. ~3.5.0 6-3-8 ~9~Q.~Q_ . 6-7.0 ,,,,,,,8)' J,,' , '~i ;,5 M " " 24--4.2 43.5-0 6-3-8 .____.?q.o-o 6-7-0 PLATES MTZO GRIP 197/144 lJVeight:225lb Date, 3/1/01 Jdt;- ;Trussfype :piy... Trvss :Qly DE Job # S/27-01135 'Job ~efe~nce (opli.c)n_~I) 6500 s Oct 31 2006 MiTek Ini:iustries, Inc 'Tue MarOO 14543120jl4".rJ~le 1 12120007 :R43 SPECIAL Sla~I(.Yi!!zCo In-" '-h"e-n'sseiaer, Ifi47978 -O:..!9:.l? _ _6:~:1.i"_,. 0-10-8 6.9-15 13-,~-9. 6"7-0 _ 20-0-0 6-7.0 24-2-11 4-2-11 34-9-7 6-4-1 41-1-8 6-4-1 .28-5-6, _ 4-2-11 Nr;W 2X4X(CUTTO Fin SPI'N213,c'SLIDER ,,, ;eo' ~X4' SPF #2 SCAFl EACH FAeF 3fi'XJ~.15/.'I1.CDXPl.YWOOD OR 7/!~. OSB (APA RA7'F.!)) GUSSEt tACH FACt' - " .\,. ;" /~, " " I ~,:I 35 PLF AmJ'L LOAD . ','\, i [/ '" " '" " . " )'0 '" "t '" "" ", .. :>X6XI!i' srr 1/2 SCAR EACH FACe 24-4-2 10.1-!3_ 20:9-0 10-1-8 9-10-8 _ ~l.~t~ :9~i:fLf]I.J~~:~L~~~J, l~p:,~:0,9-~9J..l,1:l():2-.~Q;},~~L~_ l~-5-{) 8-5-6 34-9-7 6-4-1 41.1.8 6-4-1 lOADING(psf) TClL 200 TCDL 10.0 BCI.L 00 BCDI_ 100 SPAONG 2-0-0 P~tes Increase 1,15 lumber Increase 1,15 Rep Stress Incr YES Code IBC2oo3ITPl2002 CSI lC 0,93 BC 095 VtJ8 0,89 (Matrix) DEFL Verl(LL) Vert(TL) Horz(TL) Ildell >999 >595 N' Ud 360 240 N' 10 (Ioc) --040 16 .10016.18 0.28 12 I_UMBER ,OP CHORD 2 X 4 SPF No.2 "Except' T32X 6SPFNo.2 BOT CHORD 2 X 4 SPF 1650F 1.51:': 'Except' 8221. 4SPF NO.2 'A'EBS 2 X4 SPF No.2 'f::xcepl' Wi "2 I. 3 SPF Stud,W2 7. X 3 SPF Stud, 'A7 2 X 4 SPF Slud.W9 2 X 3 SPF Slud W102 X:.\ SPF Stud,W11 2 X 4SPF SltJd. W132X 4SPF Slud, W122 1.4 SPF Stud BRACING TOP CHORD BOT CHORD WEBS Slruclural wood sheoll'1ing directly applied or 2-2-0 oc purlms, exceptendverllCals Rigid ceillngdirectiy applied or 2-2-0oc bracing T.Brace 2 X4SPF Stud -4 _186_187_167_1410_12 Fasten T and I braces 10 narrow edge of wep wAh lOd Con:mon ;"'ire nails, 91n 0 c ,wilh 4in minimum end distance Bracemuslcover90%ofweblength REACTIONS (Ib/size) 2=195410-3-8, 12=19()3)Mecnanical Max Horz2=186(LC 7) MaxUplifl2=-360(LC 8), 12=-376(LC9) Max Gra\l2=205O{LC2}, 12=2239(I.C 4) FORCES (Ib). Maximum CompressionlMaximum Tension TOP CHORD 1_2=0119,2"3=_37301602, 3-4=.3480/573, 4-5".27401567, 5_6=_26771558, 6-7=-5021/955. 7_8=_40481760, 8.9=-4049f761. 9-10=-31411585 1O.11=_306f75,11_12"_282/91 80T CHORD 2_20=_582/3231,19_20=_396128"25,18"19=_39612825. 17-18=-35413166, 16-17=-354/3166, 15-16=.59n4460. 14-15=.59714460,13.14=-35312789, 12-13=-364/2344 'MOBS 3_20=_368/234,4_20=_55/541,4_18=_762/283, 5.18=-36512043, 5-18".18251434, 6_16=_504127197_16=_2276/540,7_14=_738/131, 8_14=--6661208,9_14=_26911713,9_13=_2341127.10.13=_47/585,10.12=-2839/511 NOTES 1) Th;s lrusshasbeenchec~ed for uniform roofi Iveload only,exceptas noted 2) V\.\nd.AS CE 7-02: OOrnptl.h =25ft TCDL=6.0psf, BCDL=6 Opsf, Category II, Exp C.e nclosed:M W'RS gable end zone,c antilever lafl and rights xposed end vfirtlcallsfl and right exposed; LumbiJrD OL=1.60 plate grip DOL=1.60 3) TCLLASCE 7-02; Pr=200 psf(r oofl ive loadl umberD Ol_=l 15 Plate DOL=1.15),P g=20.0pSf( ground snowJ:P f=19.0psf( flatr 001 snow, LumberD OL=l 15 Plate DOL=1.15}; Category II; Exp C:P arually Exp., CI= 1, me 1607 112 minImum roolllvs load appli8cl wI1ererequlred, Ram surcharge apphedto all exposed surfaces with slopes less tnan 0 500112 In accordance With IBC 160834 4) Unba~nced snow loads have been considereO for Ihis design 5) ThiS truss has been deSigned for grel'lter of mn roof 11\18 load of 180 psf or 2,00 umes flat roof! oad of1 4.0 psi on ovmtJangs non-concurrentw Ith olherll\le loads 6) Provide adequate drainage to preventw ater ponding 7) This Irusshasbeen designed for a 10,OpsfbO!lornchordliveloadnonconcurrenlwllhanyolherllveloadS 8) This truss requires ptata inspection per tne ToolhCounlMethodwhen this truss is chosen forq uahly assurance inspeclion 9) Plates checked fora plus orminus5 degreerOlationaboutdscenWr 10) ReIer togirder(s) forlruss 10 lruss conneclions 11) Providemecl'1anicalconneclion(byotl'1ers)oftrusstobeanngplalecapableofvriltlstanding 360lb uplrtta~oinl2 and 376lbuphftaljoint12 12) rnis truss is designed in accordance >Mlh the 2003 IntemationalBuilding Code section 2306 1 and referenced standard ANSIITPI 1 13) warning A ddllional permanent and stability bracing for truss systllm (notp arlo f this componentd esign) Is a~ays required lOAD CASE(S) Standard REPAIR PROBLEM: ADD UNIFORM LOAD TO B.C. AS SHOWN REPAIR SOLUTION: PROVIDE TEMPORARY SUPPORT TO TRUSS DURING REPAIR. INSTALL NEW 2X4 SPF #2 B.C, SLIDER AS SHOWN. ATTACH PLYWOOD/OSH GUSSETS AS SHOWN USING "LIQUID NAIL" GLUE AND 8d NAILS@3"O,C THROUGHOUT iNTERSECTiNG TRUSS MEMBERS. SCAB 2X4!2X6 SPF #2 AS SHOWN USING IOd NAILS@3"O.C.THROUGHOUTMATCHlNGCHORDS INCLUorNG RC. SLIDER. 45.5~O 4.3-8 50-0-0 4-7-0 cC ,,' ' , ,~ , '" -;" M ,~, Jd_ ~" , 24-4-2 50-0.0 8-1G-8 Pt.ArES GR!P MT20 1971144 \Neight227lb Date 3/7/07