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HomeMy WebLinkAbout06080142 Trusses .\ Job Truss T r"s~ r ype 'Cly '" SI27.nOJ5 ,10 SPECIAL DE loh # S/27-0035 Jub Referens.e (optl_on~I). 6.500s0c1312D06 MiTeklndu5lnes, Inc WedMarl)7 1015122007 Page 1 .." 014 'Z- dcf-1O 4-1-1.2 4-1-12 8-0-0 3-10--4 13-4.1 5.4-1 16.7-0 3-2-15 22-0-12 5-5-12 27-10-0 5-9-4 4' X 8' (CUT TO FIT) 15/12" CUX PLYWOOD OR 7111i" aSH (APA RATED)GlJSSETUCH FACE All SllAllED MEWIFRS INDICATE NEW2X4SI'FlI1wEI:lS ,. ''''''11 ,i 2' X4' (CUT TO fIT) 15m" CDX PLYWOOD OJ 7/16" osn (APA RA n:D) GUSSET FAG! fAn: r' / . I l [,-) , .15 I'LF ADD'L lOAD +- 8-0-0 8-0-0 _P!a~~-.9.~~:_r~y.!t !3. o.:3-9,Q-2~~J._l.100-5-0,O-2:_11 '" j,lXGX1(,'SPF #2 SCAB EACH FACE OVERTOP GUSSETS, APPLY In' FILLER BLOCKS AS NEEDED 13-4-1 22-0-12 5-4-1 8-8-11 ,., 27-].9.-0 5-9-4 LOADING(psf) SPACING 2.0-0 CSI DEFL " (roc) IIdell Ud PlAn:s GRIP TCll 20.0 Plates Increase 1.15 TC OBO Varl(ll) .01310.12 >999 360 MT20 197/144 TCOl 10.0 lumber Increase 1.15 Be 0,53 Verl(TL) -03610.12 >924 240 BCll 00 RopSlresslncr YES '^" 0.74 Horz(TL) 0.03 9 ,v, ~, 8CDL 10.0 Code 18C2003lTPI2002 (Matrix) VVei(lhl 1671b LUMBER TOP CHORD 2 X 4 SPF No.2 BOl CHORD 2 X 4 SPF No.2 V\lESS :! X 4 SPF No.2 'Exlept' 2-132 X 3 SPF Stud, 7.102 X 3 SPF Stud,l -14;> X 4 SPF Stud 2.14 2 X 3 SPF Stud 8.9 2 X 4 SPF $llld,8 -10 2 X 3 SPF Stud BRACiNG TOp CHORD 8m CHORD liVERS Structural wood sheathmg directly applied or 5-5.6 IX purims, excepte nd ver~cals Rigid celhngdlrectly appllE!d or 10.0-0ocbraclng T.Brate 2 X4 SPf Stud.4.13 4-10,5-10,2-14 Fasten T and I brar.es to narrow edge of weh wrth lOd Common wire nalls, 91fl 0 c .with 4in minimum end distance BI<lcemust cover 90% 01 web len-gth l,fOACTIONS fllJ{size) 1,1=1011/Mechanical. 9=1IXM/O-3.8 M;JX Horz14=-446(LC 6) Max UplilI14"'.176(lC 8), 9=-170(lC 8) Max Grav14=1102(lC 2). 9=1102(L.C 2) FORCES jlb)- lor' CHORD BOT CHORD WEBS Maximum Compression/Maximum Tension 1"2=_245/163,2.3=_\170/315,3.4=_6391290, 4.5=-5651317, 5,-6=-944/528,6.';'=-1065/504, 7.8=-m52f230, 1.14=.242/157, 8-9=-10531191 13-14=.30WlO,12"13=_121fl79.11_12=_119fl81,10_11=.119f781,9_10=-5O!B7 2_13=.100/194, 3.13"'_91f366, 4.13=-2891126, 4-12=01289. 4.10=,7171275. 5.10=-488/819. 7-10=-359/416, 2.14=.931/110. 8-10=0/622 NOTES 1) ThiS truss has been checked forUlliform roof live load only.e xcepl as noted 2) l,II,\nd: ASCE 7.02; 90mph;h ='25ft; TCDL=6Opsf; 8COL=6 Upsl; CategDfY II; Exp C;e nctOSBd MINFRS gable ",nd zone; cantlh:ver left ilnd rlgilt!) xposed . end vertical left and righte xposed; LumberD OL"1,60 plale grip DOl=1,60 3) TCLl,AS CE 7.02Y 1"'200 psl(r oof] Ive load.l umber OOL.=1.15 Plate DOL"'1 15);P g=LO 0 psf (grouM snow),P f=19 0 psl( natr 001 snow, LumbArD Ol= 115 Plate DOl=115r Categol)' II: Exp C,P artlally Exp, Ct= 1:1 BC 1607.11.L minimum rool lve load applied wllers lequired Rain surcharge applied to all exposed surtaces ~th slopes less than 0 50011;> In accordance with IBC 160fJ 3-1 ,1) UnDalanceqsnov.'loadsha.ebeeflconsldemd for this design 5) Provide adequate dr1ilnage to prevent watcrpOllding 6)Thistrusshasbeendeslgrledfora100psfbollomchordlivoloadnonconcurrenlWimimyothertiveloads 7) ThiS truss fl)q\~ires plate inspection per the Tooth Count Melhodwhen ftlis truss IS chosen tor quality 8Ssuranceinspocfinn BIPlatescheckedloraplusorminus5 degree rotabon about it5cen1er 9) Refel togirder(s) fOI truss 10 truss connecllons 10) Provide mechanical connaction (by othars)o I truss to bearing plale capable ofw ithslanchng 1761bupliltatjoint14and 170lbuphfta~ ~ntg 11) This truss is designed in accordance with the 2003 Intemational Buildif19 Code section 2306 1 and referenced standard ANSI/TPI 1 12) warning A dditional permanent and stability bracing for truss system (notp arto I thiS componentd esign)i s always required REPAIR PROBLEM: RH.lOVE WEBS AND ADD UNIFORM LDADTO B.C. AS SIIOWN REPAIRSOLUTJON: PROVIDE HMPORAR Y SUPPORT TO TRUSS DURING REPAIR. USE CARBIDE TIP BLADE TO CUT TRUSS TO ENSURE ALL REMAINING LU11BER AND PLATES I{EMAIN INTACT AND UNDISTURBED. INST,\LL NEW 2X4 SPF #2 WEBS AS SHOWN. ATTACH PL YWOODiOSB GUSSETS AS SHOWN USING "UQULD NAIL" GLUE AND Sd NAlLS@J" o.c. THROUGHOUT fNTERSECTfNG TRUSS MEMBERS. SCAB 2Xfi SPF #2 AS SHOWN USING 10d NAILS@3"D.C. lliROUGHOlJT B.C LOAD CASE(S) Standard Date 3/1/01 -1 JOO' Truss Truss Type iol'y 2 '" 12120007 "'" ICOMMON DE Joh # S/27-0035 i}~b.R!,f!,~nee Lop~Il?!,_al). _ __ m___ 6,500 s Oct 31 2006 MITek IndUSfrie!4!-rlf2Tu-e MarOO 1454:2420'07 pa-ge 1 Star1< Tru-ss CO:, Ine . Ren55elae~JN1)f7if 5.4-4 5-4-4 10-;.5-0 5-0.12 J7-5-0 7-0-0 22-5-12 27-10-0 '., 5-0.12 5-4-4 ~4" X 14" (Cm TO fIT) 15'J~" CDX PLYWOOD0R 7IW'OSIl\APA KATED) GUSSET EACH FACE c"._ '" 'Ji';'? " 24" X ~4" 15/31" COX PI.YWiXlD OR 7/16" OSIJ IAPA RAlelJ) c-,USSEI b\CH f'ACE ~ \~ ,., 'qr/ v NEW lX4X(CUT TO FIT) SPF "" WEnS " 2r X ;'4" 15/~:>"CfJX PLY\\'O(j1)01{ 7/16"OSB(APA RATED) GUSSET EACH FACE , "ii. , , ~ 3~ PL!' ADD'L LOAD of .;~.; 24:~~.2 J>'._ j-,'. 10 24--4-2 2X6XI6' SPF #2 SCAB EACll}'ACE OVERTOP GUSSFfS APPLY 112" FILLER BLOCKS AS NI'I-:m:D 17-5-0 22-5-12 27-10-0 5-4-4 10.5-0 LOADING(psf} TeLL 20.0 TCDL 10.0 BCI.l 00 BCDl 100 SIJAO NG 2-0-0 Plates Increase 11~ Lumber Increase 115 RepSlresslncr YES Code IBC2003IfPIL002 CSI TC 0.66 BC 039 'M3 0.37 (Matrix) 7-0-0 5-0-12 5-4-4 DEFl. m (Ioe) IIdefl Ud PLATES GRIP Verl(ll.) -o.O~ 9-11 >W9 360 MT20 197/144 Vert(fL) -014 9-11 >999 240 HOr2(Tl) 0.02 7 ~, ,v, \Neightl6Llb 5-4-4 5-0-12 .. ~I_~t~~ O~s~t~ (;.; ~ ~): t 1: ~.~g.",,9~ 1.:.!J. _P,9:.4~.*,O:1,-()i.J?_Q:~: ~,_~d~~l, LUMBER TOP CHo.RD 2 X 4 SPF No 2 Bo.T CHo.RD 2 X 4 SPI' No2 ~BS 2 X 4 SPF No 2 "Except' VV32 X 3 SPF Stud '1'132 X 3 SPf Stud W1 2 X 4 SPF Stud,V', 2 2 X 3 spr: Stud W1 2 X 4 SPF Stud:W2 2 X 3 SPF StUd BRACING TOP CHORD BorCHORD 'MBS Structural wood sheathln9 directly applied or :)-2.3 oc purilns exceple nd mrllcals Rigid ceilingdireclly applied Of 9-1-3ocbraciny T_Brace 2X4 SPF NO.2-3.9 2X4 SPF Stud -2.11,5_9 Fasten T and I braces to narrow edge 01 web w~h 10d Comman wire nallS, 9.n Q c ,w,th4mminimurn end distance Braccmusl caver 9O'1c alweb length REACTIONS (IV/Size) 13=1013/Mechanical,7=1013/0-3-8 Max Horzl3=-421(lC 7) MaxUpllfl13=-140{lC8). 7=-140(LC9) Max Gravn=1102(lC 2), 7=1102(lC 2) FORCES (Ib) TOP CHORD BOT CHORD 'MOS _ Maximum Compression/Maximum Tension 1-2=-1036/190 2.3=-933/306 3-4=-593f300 4-5=.933/300 5-&=.10361190 1.13"'.10431166 6-7=-1043/166 12_13=_422/418,11_12=_3081654.10.11=_225/593,9_10=_2251593,S_9=.48Je54,7.So:_31/93' 2.12=.140/81,2.11"'-1541253, 3_11o:.133f316, 3.9=.1831183, 4.9='-102/316. 5-9=_1531253, 5.8=-141/81, 1-12=.48/611, 6-8=-51~11 NOTES 1jThISlrusstmsbeend1eckealoruniformroofliveloadonIY,except8snotad 2) INnd'AS CE -r-02; 9Omph:h =25ft, TCDL=60psf: BCDL=60psl; Category II: Exp C;e nclosed;M 'J'I,f'RS gable end lOne;c anlilever left and righte :<posed, end vN!lcalleft <lnd rigfll exposed, lumCJerD OL=1.60 plate grip OOl=1 60 3) TelL-AS CE 7-02, PJ=20 0 psf{r oofl ive load:l umberD Ol-=l 15 P1afe DQL=1 15);P 9=20 0 ps/( 9round snow).P 1=190pstl ~a!r 001 snow LumberD Ol=1 15 Plilte DOl=1 15): Category II. Exp C;P arlially Exp, C!= 1, IBC 1607,112 minimum rool live load applied where required Rain surctlarge applied 10 all exp(l~pd slirtaces with slopes less Ihan 0 500/12 m accordance with IBC 1608 3 4 ,I) Unbalanced snow loads have been conslderB(! for this deSign 5) Provloeadequatedra;nagetopreventwaterPQndmg 6) Tllis truss has been desi9ned fora 10 0 psfb ottom chord live load nonconcurrenf with any Olherhve loads 7) This lruSS requires plate inspec\;()fI per t!le Tooth CourltM elhod when this truss is chosDn forq uallly assurance inspACfion 8) Plates checked fora Olus or minus 5 degree rOla~onaboul rts center 9) Refer togirder(s) for truss to truss conneclioos 10) Providemechanicalconn8Ction Iby olhers) oftnJss to bearing plate capable ofw ithstan<Mg 140lbuphflaljoint13and140lbupHfatjom17 11) This fruss is designed in accordance WIth Ihe 2003 International Building Code section 23061 and relerenced standard ANSlITPI1 12) Warning A ddi~onal permanent and stabilrty braCln9 for truss system (notp arto t this componentd esign) is always required lo.AD CASE(S) StrJOdard REPAIR PROBLEM: REMOVE WEBS AND ADD UNIFOKM LOAD TO H.C. AS SHOWN REPAIR SOLUTION: PROVIDE TEMPORARY SUPPORT TO TRUSS DURING REPAIR, USE CARBIDE TIP BLADE TO CUT TRUSS TO ENSURE ALL REMAINING LUMBER AND PlATES KEMAIN INTACT AND UNDISTURBED. INSTALL NEW 2X4 SPF #2 WEBS AS SHOWN. ATTACH PL YWOOD/OSB GUSSETS AS SHOWN USING "LIQUID NAIL" GLUE AND 8d NAlLS@3"0.C. THROUGHOlIT INTERSECrrNG TRUSS ME!vfBERS. Date 3/7/07 ~ , 'jOb' rrussType Q', Ply Truss 12;20007 R4S COMMON jObRefef.~r_1<:e (optlon_a~1. 6,500 s OCI.)l 2006 MiTe~ !mluWres Inc Tue Mar1J6 14 5~,.)4 20024f~49t 1 49-0-0 49.10-8 0-10-8 SI"r1l4IW,? Co loc R"~S5ela~r IN~7978 .0-10:H 0-10-8 6-9-15 13-S-Q 6-7-0 20-0.0 6-7.0 33-2-1 6-7.0 2(;.7.0 6-7-0 6-9-15 5,~ . )X6.X16'$J'F #) SCAR f'ACH FACE (lVnnop GUSSHS, APPLY 1.':''' fILLER BLOCKS AS NEfDE!) 15:32"CIJXf'LnrOUD(lR o/'n' US8/AI',(/(.tTaJ)c;U,\",',Fl LIC/lr.1CF NEW 2X4X{ClJl JO FfT) SPF #2 B,CSLlDER / "', .'j-.. 35PLFADD .~ 24.4.2 ,.; Jd NEW 2.'(4.'((C\)T TO FIT) SPE/I2l1C SIIIlFR ~ 24-4.2 10-1-8 20.0-0 ),,- J, ~ 29-10-8 9.10-8 DEfL " (lac) Ildefl uo Vert{ll) -0.24 8_10 >999 360 Vert(Tl) -072 8.10 >666 240 Horz(Tlj 0,18 8 ," '"' 10.1-8 9-10.8 Plat.;! Offse~s 'C-.:.Y) [2'O.o'i,0-1-4U~-6.:-_3-0~.~.:-Ot [6 O.3-0,_~'.~:QJ:.[80.0._4,O:~ -.~]_ LOADING(psf) fCLL 200 TCDL 10,0 BCLL 00 BCOL 10.0 SPAONG 2.0-0 Plates Increase 115 LumtJerlncreaSf! 1.15 Rep$tresslncr YES Code 18C2003/TPI2002 C5' TC 069 BC 100 'M3 034 (Matrix) LUMBER TOP CHorm 2 X 4 SPF No.2 BOT CHORD 2 X 4 $PF NO.2 WEBS 2 X 3 SPF Stud 'Except' W32 X 4 SPF No2.VV4 < X 4 $P~ N02,W3 2 X <1 SPF No) BRACING TOP CHORD BOT CHORD INEBS Structural wOOd sheathing directly applied or 2-6-11 oc pur1ins Rigid ceiling oirectty applied or2-2.0ocbracing 1 Row at midpt 4-12,6.12 ..--' 'J IH:ACTION$ ilb/SiW) 2=156610-3-8,8=1566iO-3-6 Max HO'72-=138(LC 3) Max Upllft2-=-319(ICS), S=-.319(LC 9) Max Grilv2"'1659(lC 3), 8= 1659(LC 4) FORCES (!I>) TOP CHORD BOT CHORD \1\.\::85 - Maximum Compres$lonlMiHIlnum Tension 1_2=OI19,7._3=,2tl901517,3_4"'.2631/486,4.5"'_185514085_6=.18551408.6.7"-26311486,7-8'="2890/517,8-9"0119 2_14""_488/2492, 13-14<0.30012054, 12.13=-3000054, 11.12=.18812054. 10.11=.18812054, 8,10".35012492 3_14=_3811236,4.14=_58/556,4_1::'=_80109/,5_12=_188111786_12-=-8011292,6-10=-581556.7-10-=-3871230 NarES 1) ThIs lruSS h<!l; been Checked for uniform rooJI iveload only,except as noted 7) IMndA$ CE 7.02: 9Omph:h "25ft, TCOL=6 Opsf, ElCDL=6.0psf: Cmegory II: Exp C:e nclosed:M V\H~S gable end lone:c antilevN lefl and nghte :<posed, end vertic<lllefl and right exposed, LumbfJrD OL=1.60plate grip 001."'160 3) TelL AS CE 7-02: Pro20 0 pSf(r ooft ive 10ad.L umberO 0\.=1 15 Plate OOL=l 15)}' g~20 0 psf( qround SrtOliV):P f; 18 0 psl{ flatr oof snow LumberO 01,=1 15 Plate OOL= 1 15), COllegOI)' II: Exp C, Partially Exp , Cl= 1: lAC 160711 2 minImum roofllve load applied whQre required ~) Unbalanr,ed snow loads have been COnsidered tor this des;gn 'iiThlS truss has beon oes;gned torgrealer of min rool ILveload 0 I 180pstor2001lmesllatroollOOldOf140pSfonoverhangsnon.concurrentwltholher1ive luads 5) This truss has been designed tor a 100 pstb oltom chord !,Vf! load nonconcurrent wilh any o/her he loadS 7:, Hli, IfUSS reqUIres plate inspf!ctrOfl per the Toolh CountM elho,j when thi~ truss is choson forq uallty assurallce inspeclion H) f'lates cl1ecked for a plus Of minuS 5 dp.gree rOla~on"bouIIIS center 9) Provide mBchanlcolconnection (by othelS)O 1 truss to beanng plate c apableolwilhstanding3191b uplift at jOtnt2 and 319 Ib uplift at joirlt8 ID) Tl1is truss is designed In accordance Wltlllhe 2003 International Building Code section 23061 and referenced standaro ANSlrrPI 1 LOADCASE(S) Standmd 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 A'l1'ACH PLYWOOD/OSB GUSSETS AS SHOWN USING "1.!Qum NAIL" G1JJI.: AND Xd NAIl.S@}"O.C. THROUGHOUT INTERSECTING TRUSS MEMBERS SCI\H 2X4/2X6 SPF li2 AS SHOWN USING IOd NAILS@}"O.c. THIWUGHOUT MATCHING CHOHDS r~CLUTJING B.C. SLIDER THIS REPAIR MAY BE APPI,IEDTO TRUSSES R45 AND R4'lA FOR JOB #12T20007 DE .lob # S/27-()(J.i5 6-9-15 C",._ :,r X 48'" 15/J"" CfJXPLYIf'()OD OR FUr' OSB (.41',4 RATElJ) GUSSET E..tClf F4CF. 15/32" (1)); PLj-1VOOD OR 7/lo"OSBIAf'ARATt.'D1 GUSSET EtCH FiCf:: 40-0-0 10-1-8 PLATES GRIf.' MPO 197/144 Weight 1511b ,~~-~- . ( 'J /( !'- ,,/ Date. 3/7/07 , . ""b :'TruS$ 'Trusst"ype- bi;:- '" 12120007 R" SPECIAL DE Job # 8127-0035 m' ~~b_ ~ef,:,renClU~p~~a_l) _ 6500 s Oct 31 2006 MiTe~ Ind2iif!2lnc lue Mar06 1454:272007 Page 1 si"fIo, Tru," Co, Inc, R-e;lssef~er, l~i47Sjf4_2 6-0-0_ 6.0.0 11-4-1_ 5.4.1 16-1-0 5.2-15 n~O-12 ~.I:l0'0_ 5.5.12 5-9-4 -I' X 4' (CUT TO I'IT) 15/32" CUX PLYWOOD DJ.( 7/16" osu (APA RATED) GUSSET EACH FACE s"" 4' X 4' (CU-] 10 FIT) 15132" CUX PLYWOOD OR 7/16" OSU (APA HATH)) (;USSl'T I'ACH j-ACE ALL SHADED M['.MBERS JNDlCHE NEW 2X4 Sf'F ~2 WEBS 2.X6X16' srI' #2 SCAD EACH FACE UVERTOP GUSSETS .,\prL Y 112"' HLLER BLOCKS AS NEEDED ~ 1<'00") 5" .;1": " 35 PLF ADO'L LOAD " 24!ll'-2 .1' X 3' leur TO FIT) 15JJ2"CDX PLYWOOD OR 7!t~" nSIl (APA HATED) {JUSSEIl'.ACH FACE ..._?_q~o 11-4-1 '"' "0 J.;i 3' X 3' (CUT TO I'fT) 15/32" CDX PLYWOOD OR 7/16" OSB (APA RATED) GUSSET EACH FACI:; 27-10-0 11-3-0 16-7-0 6-0-0 5-4-1 5-2-15 YJ~i~$~~~,-,?j~,If~2:i~~,~~~~L,--~-___ lOAD1NG(psf) TCLl :JOO rCDL 100 BClL 00 BCDl 10,0 SPAONG 2-0-0 Plates Increase 1.15 Lumberlncrease 1.15 RepStresslncr YES Code IBC2003ITPI200:J CSI TC 094 Be 084 'M3 060 (Matrix) DEFl Vert{LL) Ven(Tl) Hocz(Tl) In (Ioc) -029 I:I-g .0-74 8-9 003 8 Ildell "999 "449 ~, Ud 360 240 cI, PLA lES GRIP MT20 1971144 Weighl1531b LUMBER TOP CHORD 2 X 4 SPF No 2 BOT CHORD 2 X 4 SPF No ~ Vvl:8S 2X4SPF:No2.bcepl' VV3 2 X 3 SPF Stud. W5 2 X 3 SPF Stud, W2 2 X 3 SPF Slud BRACING TOP CHORD BOT CHORD Strucluralwoodsheathingdirectlyapplledor5-5-3ocpurlins. exceptendverucals Rigid ceiling directly applied or 1O.0-0oc bracing, Except 8-8-50cbracing,12.13 T-Brace 2X 4 SPF Stud -3.9,4.96-9,6-8 Fasten T and I braces to narrow edge 01 web w~h lOCI Common wire nails, gin 0 c ,with 4in minimum eod distance Brace musl cover 90% 01 web length WEBS REACTIONS (Ib/size) 13=1014IMechanlcal.8=1oo1/0.3-8 MilX Horz13=-446(LC6) Max Uplift13=-176(LC 8), 8=-170(LC8) Max Grav13=1102{LC 2), 8=1102(LC 2) FORCES (Ib) TOP CHORD BOT CHORD 1fVI:;BS - Maximum CompressionIMaximum Tension 1_2=_1060/230,2_3=_935/279,3_4=_9241343.4_5=_8141348. 5-6=-9301300, 6.7=.3641219, 1-13=-10411203, 7-8=-3401213 12_13=.4621471.11_12=_2491669,10_11=_1521940, 9.10=-152/940, 8-9=-4:M>38 2_12=.941117,2_11=_107/484,3_11=_330/130, 3-9=-719/339, 4.9=.2961822, 6-9=-162/300. 1-12=-1241503, 6-8=-795/128 NOTES 1) This truss hilS been checked for unifofl"l1 roofi iveload only.e xcepta s noled 2) \.'\.\nd'AS CE 7-02: 90rnph;h =2511. rCDl=6 Opst; BCDL=6 Opsl. Category II, Exp C;e nclosed;M VIof'RS gable end zone;c anlilever left and nghte xposed , end verticallelt and righl exposed; lumberO OL=1.60 plate gnp ooL=1.60 3) TClL:ASCE 7-02; pr=200 psl(r oofi ive loadL urnberD OL=115 Plate DOl.=1.15)P g=200psl( ground snow);P f=1g0psl( flatroot snow. LumberD OL=l.15 Plale DOL=l,15): Category II, Exp C:P ar~ally Exp Ct= 1: IBG 1607.11.2 minimum roof live load applied wnare reqllired Rain surcharge applied to illl exposed surfaces with slopes less lllan 0 500112 in accordance With IBG 160834 ~) Uflbalal1C~d snow loadS have been considered for this design 5) Provide adequate drainage to prevenlw ater ponding 6) This truss has been deSigned lor a 10 0 pslO attom choTd live load nonconcurrent with any olher live loads. 7) This truss requires plaia inspectiOll per the Tooth CounlM elhod when this truss IS chosen forq uaMy aSSlJranceinspectlOil 8) Plates chec~.ed for a piuS or minus 5 degree rotation abouI ~s center. 9) Refer toginler(s) lor truss 10 truss conneclions 10) Providemachanicalconnection (by others) 01 truss to bearing plale c.apableofwitl'1slanding 1761b upliftaljoint13and 170lb upliffat joint8 11) This truss is designed in accordance IVlth the 2003 International Building Code section 2306 1 and referenced standard ANSlfTPt 1. 12) \/VarnlngA ddltlOnal permanent and stabtl~y bracmg forlruSs sySlem (notp arto I thiS componentd eSlgn) IS always required LOAD CASEIS Standard REPAIR PROBLEM REMOVE WEBS AND ADD UNIFORM LOAD TO H.C. AS SHOWN. REPAIR SOLUTION: PROVIDE TEMPORAR Y SUPPORT TO TRUSS DURING REPAIR. USE CARBIDE lTP BLADE TO CUT TRUSS TO ENSURE ALL REMAINING LUMBER AND PLATES REMAIN INTACT AND UNDlSTURBED. INSTALL NEW 2X4 SPF #2 WEBS AS SHOWN. />. IT ACH PLYWOODfOSB GUSSETS AS SHOWN USING "LIQUID NAIL" GLUE AND 8d NAILS @ 3" O.c. THROUGHOUT INTERSECTING TRUSS MEMBERS. SCAB 2X6 SPF #2 AS SHOWN USING lOd NAILS@3"O.C. THROUGHOUT n.c. Date. 3/7/07 'JOb 'Truss.- -Truss Type IQIY Ply- 12T2GOOl "2 'SPECIAL DE Job # S/27-00J5 5\3rt Tru<s Co In~. Rensselaer IN~41.~_2 .Job.Rel~rence_l,?pIH~n_al) 6.500 s OCl31 2006 Milek InduSlrtes. ~~_4r2~ Martl6 1454282007 Page 1 -0.:10& 0.10.8 ~:9.-0 4-0-0 9-4-1 15-5.8 6-1-7 17-_8.9. 2-3-1 22-7:-fj 4-10-15 Z7-1O-0 5--2-7 5-4-1 '" s".., ~ 1 "' 0 4' X R' (CUT TO fIT) 1~/32" CDX PLYWOOD OR 7111i" OSB (APA RATED) GUSSET EACH FACE ALL SHADED MEMBERS INDICATE NEW 2X-1 SPF 1;2 WEBS U" X U" IS!]]" CDX PI. YWOOO OR 1/16"OSR (:fPA RAlED! GUSSET EACH FACE J.[ ,,, 24"X24"1~n2"C[)X PLYWOOD OR 7/1(," OSB lAP A RATED) GUSSET EACH FACE " ""l'" ,.1. ,.; , 35 I'LFADD'f.lO"-1l ;, " 24~-2 .1:<" lll'PLY 1!2"Fli.LER 24~-2 PlateQ~_s.etS_(x.'X) I.OAOING(psf) TCLL 20.0 TeDL 10.0 BeLL 00 BCDL 100 LUMBER rap CHORD 2 X 4 SPF No 2 "Except. T22X6SPF No2 80T CHORD 2 X 4 SPF NO.2 \NEBS 2 X 3 SPF Stud 'Except" 1N62 X 4 SPF No2,W7 2 X 4 SPF ~Jo2. VV<l2X 4 SPF No2,W7 2 X 4 SPF No2 VI/9 2 X -1 SPF No2.W 1 2 X 4 SPF Stud,W 1 2 X 4 Sri' Stud 2X6X16' SPF It2 sCAB EAC[] FACE OVEJl.TOrOUSSETS BLOCKS AS NEF.1JFlJ 4-0-0 9.::4-1. 1 ~~5-El. 4-0-0 5-4.1 6-1-7 : (3 0~5. 14, Edge J, [4,0:6:0; oTm,- [5:b~j){ d=2=ailffo.3-g ,6::>:.sJ: [8:0:2:'12, 0-1.8J _..--, ..__ . - .,-, -n-. _ ......_..__.~_-..-~.:.._ ..__--=-~-_-_ _ '--...__._..(- _ _._,_1,?:.~-~ 22-]-9 27-10-0 5-2-7 2.3-1 4-10-15 SPAQNG 2-0-0 CSI DEFL m (Ice) I/defl Ud Plales Increase 115 TC 0.53 Vert{lL) 00513-14 >999 360 Lumber Increase 115 BC 0.36 Vert(TL) .01413.14 >999 240 Reo Stress Incr YES 1M3 057 Horz(TL) 003 9 01" 0" Code 18C2003/TPI2002 (Matrix) Pl.ATES GRIP MT20 197/144 \Nmght 1711b BRACING TOP CHORD BOT CHORD ""BS Structural wood sheathing directly applied or 5-4-lOoc purlillS, exceptendverbcais Rigid ceiling directtyapplied or 9-2-9ocbrac1l1g T-Brace 2X4SPFStud.4.13).11 Fasten T and I braces ton8rrow edge of web wrth 10d Common wire nails, 91110 c ,wlU14inminimumenddislance Brace musl cov~1 90% Of web length REACTIONS (lblsize) 16"1075/0-3-8,9"100610-3,8 MaxHorz1~430(LC7l MaxUplifl16:::-221(LC 8). 9=-158(lC8) Max Grav16:::1193(LC 3), 9=1101(LC 2) H)HCES (Ib). TOP CHORD BOT CHORD ','\lESS Maximum Compmssion/Maxlmum 1 ension 1-2=0/55,2-3=-9831225.3-4=-11931304, <1-5:::-10471317. 5-6=-640/317, 6-7=-9431335, 1-8=-1031/215, 2.16"-11581239, 8-9=-1045/183 15-10-"-4111391 14.15~_7!l!l1655 13-14=_2261118412_13=_891589 11_1<,=-B91589 10-11".23/656 9-1cr--2Bf76 3_15;_260/99,3:,4=_1431817. 4-14=-4811179. 4.13~-8091338, 5-13~-1371387, 6_13~_2161389, 6-11~-16SI195, 7_11=_1541241, 7_10=_148176 2-1~=-84f716, 8-10".23/629 NOTE:;S 11 This truss has been checked for unilorm roofl Ive load only,e xcepta 5 noted 2} Wnd:AS CE 7-02; 9Ompn.h :::25ft: TCDL=6.0psf; BCDL::60psl; Category II, Exp G,e nclosed;M VVFRS gable end lone,C antilever left and nghte X'pOSed : end vertical left and right exposed: LumberD OL=1.60 plale grip OOL::l.60 3) TCLLAS CE 7-02; Pr-20.0 psf(r oct! ive load:L umberD OL=1.15 Plate DOL=1.15);P g~200 psf( ground snow):P 1=19,0 psl( flaIr 001 snow LumberD OL=1.15 Piate DOL=1.15l: Calegory II: Exp C;P artially Exp: Ct::: 1: IBC 1607.112 minimum roof live load applied where reqUired Rain5urcharge applied io all exposed surfaces witn slopes less than 0.500/12 in accordance with IBC 160634 4) Unbalanced snow loads have been considered lor tnis design 51 This truss has been designed /orgreater 01 min roollive load of 160psfor200~mesllat roof! oad of140psfonO\lemangsnon-concurren1witholhert iVfJ loadS G) Provide adequate drainage to preven1w ater ponding 7) This truss has been designed fora 100psfbo!1om chord live load nonCOllCurrenlwllhany other live toads 8) Tnis tnJss requires piate inspection per the Tooth CoumM ethOd when tnlS truss is chosen forq IJality assurance inspectiorJ 9) Plalescheckedforaplusorminus5degreerotanonabout Itscen ter 10i Prov,demechanicalconneclion (by others} otlruss to beanng pi atecapableofwlthstandmg2211bupliltatj oint16and 1581b upWaljoinl9 l1j 111i5 truss is designed in accordance wilh the 2003lnlernational Building Code seCl,on 2306'1 afld referenced standara ANSlfTPI1 1?) I,(Varnin9'Addlf,on,,1 permanent and stilholrtylJr<'lcing for lrusssystern(nolp arlo/lhis componflnld esigll) is >'lM-ays required REPAIR PROBLEM' REMOVE WEBS AND ADD UNIFORM LOAD TO B.C. AS SHOWN. REPAIR SOLUTION' PROVIDE TEMPORARY SUPPORT TO TRUSS DURING REPAIR. USE CARBIDE TIP BLADE TO CUT TRUSS TO ENSURE ALL REMAINTNG LlJrvfBER ANn PLATES REMAIN TNT ACT AND UNDISTURBED INSTALL NEW 2X4 SPF #2 WEBS AS SHOWN. AlTACH PLY\VOOD/OSB GUSSETS AS SHOWN USING "LIQUID NAIL" GLUE AND 8d NAILS@3" O.C. THROUGHOUT INTERSECT1NG TRUSS MEMBERS. SCAB 2X6 SPF #'2 AS SHOWN lJSfNU IOd NAILS@3"O.C. THROUGIIOUT B.c. LOAD CASE(S) Standard Date. 3/1/01 Jot) T",ss "tr':'5sType "'Qty :Ply 1?T20Q(J7 ;f<44 SPECIAL DE lob # S/27-0035 SI"~l(.',f.~CQ.lnc,Rensselaer,IN4797B 'Job Reference (olllional) I;l"SOO-;-OCI31 io06 MoTek Industries, I~G Tue Ma<06 t4 54 33 2~4_.f~~ 1 6-4"1 5Q.-9:0 4-10-8 6-7.0 .2.o:0~O 6-7-0 26-~-11 6.2-11 NEW 2X4X{CUTTO FIT) SPf #2 H,C.SLI[)Ff{ 32-5-6 6-2-11 38-9-L 6-4.1 45-1-8 0.10:8 0-10-8 6.9.15 6-9-15 13-5-0 0""" "." <,' 2X6XW S?I' #2 SCAB EACH FACE OVERTOP GUSSETS. APPLY Ill" FI!.lF::R BLOCKS AS NEEDED ",'~ ,~ J6" X i(j" 15/J2"CDX l'LrWOOV OR 7,16"O.'OfI (.,PA RATED) r;u.'Oscr EACIf FACE ,'" :', ,.,; ....,1. .'" ~ ~< 'I '" '" 'j," I' " '" ,.g ,., ", ~ 'j.' o ~;;0" 24-4-2 24-4.2 LOADING(psf) TClL 20.0 TCD!. 100 BeLL 00 SeDl 10.0 CSI re 088 Be 100 IMJ 100 (Matrix) ?~.2.11 _ ___~_2..:~-6 3~:9-7 6-2-11 6.2.11 6-4-1 DEFt '" (Ioc) Ildefl Ud Verl(l.L) 06015_16 >988 360 Vert(TL) -1.1515"16 >520 2,10 Horz(TL) 0.27 11 ~, ~, 45-1-8 6-4-1 50-0.0 4-10-8 1Q:1-8" 10.1.8 PIIl~e Offset.S- (X,Y) {2,9_ 0.4,0.1-4), [4 o.2-8;6--3~Ol 20-0-0 9-10-8 !120-3-8,0.1.8rJ170-2-.4,O-~-i?)_ SPACING 2-0-0 Plates IncrellsC' 1.15 LUrT1berlncrease 115 Rep Stress Incr NO Code IBC20031TP1200Z PLATES MTZO MT20h GRIP Z<l4/190 18711<13 \Neight296lb LUMBER TOP CHORD 2 X 4 SYP No Z 'Except' T3 2 X 6 SYP NO.2 BOT CHORD 2 X 4 Syp NO.1D 'Except' B22X4SYPNa.Z '/VEBS 2X4SYPNo3 VVEDGE Left 2X 4SYP No 3 BRACING TOP CHor~D BOT CHORD WEBS Slructuralwood sheathing directly applied or 2-1-0ac purlins, exceptendverllcalS Rigid ceihngdirecllyappliedor4-6-13ocbracing T-Brace 2X4SYPNo.2-6-18 2 X 4 SYP NO.3 -4 -18,5 .18,7-16,7-13 Fasten 1 arKl \ braces to narrow edge at \'IIf1b w~h 10d Common wile nails, gin 0 G ,with 4in minimum end distance Bracemusl cover 90% ot web lenglh REAC110NS (Ib/slze) 2:0193510-3.8 11=180010.3.8 Max Horl2=.86(LC 1) Max Uplif'2=.492ilC 8) 11=-1177(LC 9) Max Grav2=2033jLC 2) 11=2038(LC 4) f'OReES (Ib) ,Of' CHORD _MaXlrTlU!11 CompressioniMaximurn Tension 1_2'-'0119,2_3=.3696/880,3"4=.34451852, 4-5=-26991839 5.6"_26771817,6_7=_4036/1270,7_8=_471912211, 8-21=-472012211, 21-22=-4720/2212 ZL_23=.4718/2212,9.23:o_471812212,9_24=.2451/1571,10.24:o_2568/1555,10-11=-1982/1193 2.20=-826/3200 19.20=-65012790 18-19=-650/2790 17.18=_929/3512 16_17=_929/3512 15_16="1986J6051 14-15=-1991,,;047 13_14="199116047, 13_25=_132112279,25_26=.1321/2279, 26.27=.1321'12279, 12.27:0.132112279. 12-28=-241113, 11_28"_241113' 3-20=-368)225.4-20=-461546, 4_18:o_765f273, 5.18=-579/1926, 6-18=-1971/804, 6-16=.60111683, 7-16=.298311241, 7-15=01247, 7_13=_1606/0 8-13=_5591236,9_13=_896/2860.9_12=.64010, 10-12=-1376f2268 HOT CHORD 'M'.8S SEE ORICHNAL ENGINEERED DRA WlNG FOR INVO NOT sHOWN HERE. REPAIR PROBLEM: ADD UNIFORM LOAD TO H.C. AS SIIOWN REPAIR SOLUTION: PROVIDE Tl~MPOR^RY SUPPORT TO TRUSS DURING REPAIR, INSTALL NEW 2X4 SPF #2 B.c. SLIDER AS SHOWN t\'ITACH I'l YWOOD/OSB GUSSETS AS SHOWN USING "LIQUID NAil" GLUE AND x1I NAILS@)"O.C THROUGHOUT INTERSECT1NG TRUSS MEMBERS SCAB 2.\4/2.\6 SPI' #2 AS SHOWN USING 10d NAILS (aJ Y' O.c. THROUGHOUT MA TellING CHORDS INCLUDING n.c. SLTOER - ---' Date 3/1/01 .Jab Trl;ss ~ r russ-j'iip-e . j5iy- 12f20007 :R43 SPECIAL :Qly " DE Job # S/27-0035 }~b Rel!,rence (op~i.~n_;ll) ,... ._ 6.500 S Oct 31 2000 MiTe~ Industries, Inc rue MarOO 145431 2~4_.f_~" 1 Sta"'21f_lIt-'2CO, Inc ,Re-nss;;laer, IN4is78 -O.l.Q:.l-L 0-10-8 6:9:1.~__ 6-9-15 13-.5-0_ 6-7.0 _20-0-0 6-7-0 24_2_11 4-2-11 _28,5-6 4-2-11 34.9-7 6-4.1 41-1-8 6.4-1 NEW lX4XfCUrTO FIT) SPF.211C.SUtlER 0', ,,,01; .'j' 36" X 36" /5/31" CDX PLYWOOD OR 1/16"OSB (.4/'.4 RATED) GUSS/J EACH /:iCi:.' 2X4' SPFlI~ SCAn EACH FACF. , :" '.., , ~ ' // \~ I ~ ,II J5PU'AOOLlOAD . "'--1/ . ',' ~ co " <, u '.1- " "'to 1,1' " "; ;,B" ),,- "i!Wtl._ 2X6XW ';PJ' n seAl:I EACH FACE 24-4.2 10-1.~ _ 20:9:0 28-5-6 34-9.7 6-4.1 . ~1.-1-8 6--4.1 10-1-8 9-10-8 PI~te Off~~~X Y) 'Ir~6~\{::.9~L 1~2==~~?,Q).:9])}{()3-i.6;,~:.~1 8-5-6 LOADING (psf) TCLL ZOO fCDL 10,0 BCLl. 00 8CDL 100 SPAONG 2-0-0 Plates Increase 1,15 Lumberlncrease 1,15 Rep Stress Incr YES Code IBC2oo3/TP12002 CSI TC 093 BC 095 VIS 089 (Matrix) DEFL Vert(LL) Vert(TL) Horz(TL) l/del'1 "-999 "595 N' Ud 360 240 N' In (loel -040 16 -10016-18 028 12 l.UMBER rop CHORD 2 X 4 SPF No 2 'Except' T3?X6SPFNo.2 [JOT CHORD 2 X 4 SPF 1650F 1 bE 'E.cept' 822X4SPFNo2 'NEBS 2/,4 SPF No2 'Exc'JPt' INl 2 X 3 SPF Stud.W2 2 X J SPF Stud, Wl2 X 4 SPF Stud,W9 2 ,/, 3 SP;' Stud W102 X J SPI: Stud,W 112 X 4SPF Slud, W13 7 X 4 spp Stud Wl? 2)<.4 SPF Stud BRACING TOP CHORD BOT CHORD WEBS Slrucluralwood sheathmgdirecllyappl.edor 2-2-0 OCpur1ins, exceple nd verticals Rigid ceihngdireclly appl'edor2-2-0ocbriJcing T .Brace 2 X 4 SPF Stud --4 -18,6 -18, 7-16,7 ~14, 10-12 I"asten T and I braces to narrow edge of web wrth tOd Common wire natls, 9in 0 C ,wil114in minimum end distance Elracemusl cover 90% of web lenglh REACTIONS (Ib/size) 2=1954/0.3-8, 12"1906/Mechanical Max Horz2=186(LC 7) Max Uphf\2=-36O{LC 8), 12=-376(LC9) Max GnIll2=2050(LC 2), 12=2239(LC 4) fORCES (Ib) _ Maximum CompressionIMaximum Tension TOP CHORD 1_2=0/19,2_3=_37301602,3_4=_34801573, 4_5=_2740/567. 5-6=.2677/558. 6-7=-50211955, 7_8::=.40461760, B-9=-4049f761. 9.10"-3141/585 10-11=.306r75, 11-12=-282/91 BOT CHORD 2_2IF_58213231, 19.20=_396/28?5, 18"19o=-396f2825. 17-18"'-354/3166, 16.17"'-354/3166, 15_160=_59714460, 14-15"_597/4460,13.14"'_35312789 12_13"'_36412344 '1vEBS 3_2000.368/234,4_20=-.55/541, 4.18oo_762f283. 5.1800_365/2043, 6-18"'.18251434, 6_1600_504127197_160=_2276/540,7_1400.738/131, 8_1400-666/208,9.14"'_20911713,9.130=_234/12'1.10.13"-47/585,10_12=-28391511 NOTES I) Th'slruss has beeo checKed fOf uniformroofi iveload only.excepla s noted 2) WndAS CE 7-02: oomph}1 ,,25ft: TCDL=60psl, BCDLo=6 Opsf: Category II, Exp C:e nclosed:M \I'\lI"RS \lable end LOns,C antilever left and righte :<pOSed, end venicalleft and righf exposed: LumberD OL"'l60 plate grip DOL"l60 3) TCLt.:AS CE 7-02: Pr-:?OO pst(r oofllve loadL umborD OL""1 15 Plate DOLool 15l:P 9oo200pst( ground SnOYi):P 10019 Opsf( nalr oof snow LUmbarD OL"1 15 Plale DOL"1.15): C..tegary II: EOxp C:P ar~ally Exp, Ct" 1. IBC 1607 112 minimum roof live load applied where required Rain surcharge applied to all exposed surfaces WithslOpEls less lhan 0 500112 in accordance wilh 18C 160834 4) Unbalanced snow loads have been considersd tor this design 5) This truss has boon designed for\lreater ot min root live load of 180Psfor200omesflatroofloadof14.0psfonovemangsnon-concurrentwIthotherlive loads 6) Provide adequate drainage (0 preventw ater ponding 7) This truss has been designed for a 10.0 psfb Ollom chord live load nonconcurrent With any other live loads 8) This truss requires pjale inspection per Ihe Tooth CoumM ethod when this truss is chosen forq uality assurance Inspection 9) Plales checked fora plus or minus 5 degree rotation about rtsc8nter 10) Refer togirder(s)fortrllss to truSs connection, 11} Provide mechanical connectron (by othefS)O ftruss to beanng pia tecapableofwlthSlanding 3GQlb uplrtlatJolrlt2 and 376lbuphftatjoinl12 12) This truss is designed in accordance with thll 2003 International Building Code section 2306.1 and refurel1ced standard AN51fTPI 1 1:1) \NilrnirlgA ddillonal permanent and stabilrty bracing for truss system (notp arto f this componentd esign) is aMiays required I QAD CASE(Sj Standard REPAIR PROBLEM: ADD UNlFORM LOAD TO B.C. AS SHOWN. REPAIR SOLUTION: PROVIDE TEMPORARY SlJTPORT TO TRUSS DURING REPAIR. INSTALL NEW 2X4 SPF 1f2 R.C. SUDER AS SHOWN. ATfACH PLYWOOD/OSH GUSSETS AS SHOWN USING "LIQUID NAlL" GLUE AND 8d NAILS@3"O.C. THROUGHOUT iNTERSECTING TRUSS MEMBERS. SCAB 2X4/2X6 SPF #2 AS SHOWN USING 1 Od NAILS@ 3" D.C. THROUGHOUT MA TCJIING CHORDS lNCLUDrNG B.c. SLIDER, 45-5-0 4-3-8 50-0.0 4-7-0 0'''<-'';); ,,; j.e o ''-' ],,, j," 24--4-2 50-00 8-10-8 PLATES GRIP MT20 197/144 V>'elghl227Ib Date. 3/1/01 DE Job # 5/27-0035 .. Jo~__~et_!,_,!,!c_~top!i~n_a~, _. _ 6500 s Oct 312006 MiTllk Industries Inc lUll MarOO-i4"54j(j':iCfX...f_~;'- (" ",' Truss :TrussTYPII :OIy- :Ply 12T20007 'R42 ,SPECIAL Sla~l(.'Jp.~CO.lnc R-ensselaer,IN47978 -0:10.-8 0-10-8 __~_~.:1~_ 5-9-15 1_3-5-0 6-7-0 ?Q-Q-Q 6.7.0 24-.?-6 4-5-6 30-9-7 64-' 37:1:1;1_ 6-4-1 \,a,1 NEW lX4X{CUT TO FIT) SPF#2B,C.Sl)DER 2X..r SPY #2 SCAB EACIIFACE. i: I' -~---- 600,;', ~ . a.6e. o . - .~;, -.,) "II Ii )'10- '" ,,' " ." ''., ,~ I' j 35 PLF ADD'LLOAD '\,,: 1,/: ! :4' i:.;, I ~' Ii -"'" 7 . -, "~a,. " '1'6 " "a'-'. '" 3>6.. "'- ),t.. ~"e '" )'0_ 2X6XI6' SPP Ifl SCAB EACH fACE 24-4-2 10-1-8 __ JO-.O~O. 24-5-6 30-9-7 37-'-8 PlateOflselS (X,:) 10-1-8 9-10-8 4-5-6 6..<H 6-4-1 rib~o., ~~~g~{j4~-3'Q,?-3-9]. F-,-o:.2-8,g_:~ :8j,:J50 Jl;l~a,O.'-_'2J, i12:!J~2:-8.d.-_~:.8j. ,lj.3.:9:'~:'13:~_1:!IJ.[!-~.:q~-:~.:o:E4U~~~_~rJ~- . ' , , ___ ____,' ___ .' _.'_____ - - ! ____,'_'_' _.,'____ __.__ - ______, "___".,_,~' - _, u,_ SPAONG 2-0-0 Plates Increase 1_15 Lumberlncrease 1.15 Rap Stress Iocr YES Code 18C2003lTPI2002 CSI TC 0_83 BC 1,00 '/va 097 (Matrix) DEFL Vert(LL) Vert(TL) Horz(TL) Ifdell '999 ~715 01, Ud 360 240 01' in (Ioc) -03015-16 -0,8318.20 025 11 LOADING(psf) TCLL 20,0 TCDL 10,0 BCLL 00 I _~~_1~_~___L LUMBER TOP CHORD 2 X 4 SPF No 2 'Except' 132X6SPFN02 BOT CHORD 2 X 4 SPF No.2 'Except' B1 2 X 4 SPF 1650F 1.5E, B4 2 X 4 SPF 1650F 1_5E 2 X 4 SPF No 2 'Except' W1 2 X 3 SPF Stud.W2 2 X 3 SPF Stud. Wj 2 X 3SPF Stud,W6 2 X 3 SPF Stud \N92 X 3 SPF Sfud,W 10 2 X 3SPF Stud,W 11 2X 3 SPF Stud _..j BRACING TOP CHORD BOTCHQRD WEBS Structural wood sheathing directly applied or 2-2-0 oc purl ins, excepte nd ver~cals Rigid ceiling directly applied or 2-2-0 oc bracing T-Brace 2X4SPFStud_4_18,6-18.7-15 Fasten T and I braces to narrow edge of web w~h 10d Common wire nails, 9in o,c ,with 4in minimum end distance Brace must cover 90% of web length WEBS REACTIONS (lb/slzeJ 200195610-3.8, 11oo1904/Mechanical Max Horz2=186{LC 7) Max Uplif12=-360(LC 8), 11=-376(lC9) Max Grav2=2050(LC 2}, 11=2221(LC 4) FORCES (Ib) - Maximum CompressionfMaximum Tension TOP CHORD 1-2=0119, 2-3=-3732J602, 3-4=-34821572. 4-5=-2736/569. 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=_581f3232, 19-20=-39512824. 18-19=-396/2824, 17-1800-36613322, 16.17=-36613322, 15-16=-38113323, 14-15=-301/2698.13-14=-30112698, 12.13=-37212630, 11-1200-461230 \!\lESS 3--20=-367/234,4-21)=-53/546, 4-18=-7671281, 5-18=~37512124, 6.18=-19801433, 6-16=-172/128, 7_16=_94f329, 7-15=--6<111191, 8-15=-141/996 8-13=01214,9-13=-821118,9-12=-489/185, 10-12=-33612473 NOTES 1JThistrusshasbeenchetkedforunHormroofl iveload only,exceptas noted 2) Wnd-AS CE 7-02; 9Omph;h =25ft: TCDL=6Opsl; BCDL=6Opsf: Category II; Exp C:e ncIos6d:M \;\!FRS gable end zone;c antilever left and nghte xposed , end verticai left and right exposed: LumberO OL=1.60 plate grip DOL=1.60 3} TCLL,AS CE 7.02: Pr=200 psf(r oofl ive 10adL umberD OL=1_15 Plate DOL=1_15):P 9=20,0 psl( ground snow);P f=19_0 psl( flatr oof snow: LumbarD OL=l, 15 Plate DOL=1_15}; Category II; Exp CP artially Exp., Ct= 1: IBC 1607_11.2 minimum roollive load applied where required Rain surcharge applied to all exposed surfaces with slopes less than 0,500/12 in accordance with IBC 160834 4) Unbalanced snow loads have been considered lor lI1is design 5) This truss has boon designed for greater of min roof live load of 18.0 psf or 2.00 times flat roon oed of1 4.0 psI on overhangs non.collCUrrenlw ith other1 ive loads 6) Provide adequate drainage to preventw 8ter ponding 7) This truss has been designed for a 10.0 psfb ollom chord live load nonconcurrent with any other live loads 8) This truss requires plate inspection per the Tooth CountM ethod wt1(ln thislrusS is chosen forq uality assurance inspection 9) Plates checked for a plus or minus 5 degree rotation about rts center 10) Refer to girder(s) for truss to truss connections 11) Provide mechanical connection (by others)o ftruss to bearing plate capable ofw i\tlslanding 360 Ib upliftaq oint2 and 3761b uplift at joint11. 12) This truss is designed in accordance -M1t1 the 2003 IntematiQhaI Building Code section 2300 1 and referenced standard ANSlfTP11 13) Warning:A ddl~onaI permanent and stabil~y bracing for truss system (notp artof this componenld esign) is always required LOAD CASE(S) Standard REPAIR PROBLEM: ADD UNIFORM LOAD TO B.C AS SHOWN REPAlR SOLUTION: PROVIDE TEMPORARY SUPPORT TO TRUSS DURING REPAIR rNSTALL NEW 2X4 SPF #2 B.C. SLIDER AS SHOWN. AITACH PLYWOOD/OSB GUSSETS AS SHOWN USING "LIQUID NAIL" GLUE AND 8d NAILS@3"D.C. THROUGHOUT INTERSECTING TR USS MEMBERS, SCAB 2X4/2X6 SPF #2 AS SHOWN USING IOd NAILS@3"O.C. THROUGHOUT MATCHING CHORDS INCLUDING B.c. SLIDER. 'p-5~O 6-3-8 ~P:Q:Q-- 6-7-0 5''''''0'' ", o ,~.- "I " ", " " 24--4-2 43-5-0 6-3-8 50-0-0 6-7-0 PLATES MT20 GRIP 197/144 \Neight225lb Date.. 3/1/01