Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
05030190-Truss Info
Re: J0350305 Silverthome Homes - LOT 23 SEDGWICK MiTek Industries, inc. 14515 North Outer Forty Ddve Suite300 Chesteff, eld, MO 63017-5746 Telephone 314/4341200 Fax 314/434-5343 The truss drawing(s) referenced below have been prepared by MiTek Industries. Inc. under my direct supervmion based on the para,meters provided by Carter-Lee Building Components. Pagesor sheets covered by this seal: 18056548 thru 18056618 My license renewal date for the state of Indiana is July 31.2006. March 24.2005 Liu, Xuegung 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 ANSI/TPI-2002 Chapter 2. 6 3x4 Mil20 LUMBER TOP CHORD 2 X 4 SPF NO.2 BOT CHORD 2 X 4 SPF NO 2 WEDGE DEFL in (Joc) Jldef L/d PLATES GRIP Ve~t(LL) -0,01 2-4 >999 360 Mri20 1971144 Vert(TL) -0.03 2-4 >999 240 H OFz(TL) -0.00 3 nla ma W~nd(LL) 0.00 2 .... 240 Weight 14 lb BRACING TOP CHORD BOTCHORD REACTIONS (lb/size) 3--63/Mechanical, 2=248/0-5-1o. 4=37/Mechanmal Max Rorz2=137(ioad ~ase 5) Max U~lift3=-63(IOad case 5), 2=-103(ioad case 5) Max Grav3=~3(ioad case 1), 2 ---~48(Ioaci case 1) 4=73(Ioad case 2) FORCES (lb) - Maximum Compress~3~JMaximum Tension TOP CHORD 1.2=0/35. 2.5=.65/3. 5~=-44/0. 3-6---42/20 BOT CHORD 2-7=0/{3.7-8=0/0, 4-8=0/0 NOTES 1 ) Wind: ASCE 7-98; 9graph; h=25ft; TCDL=6.0psf; BCDL=6.0psf; Catego~ I; Exp C; e~c~osed; MWFRS gai~e ena zone: cantilever left and right exposed; end vedical reft and right exposed; Lumber DOL=1.33 ;date gri0 DOL=1.33. 2} This truss has been designed for a 10,0 psf bottom c~d I~ve I~ad m~nconcun~nt ~ any other live Ioaas. $J2 CARTER - LEE BUtLDING COMPONENTS, MOORESVILLE , iN. 46158 ~TRISS Typ~ ](~/- ~y ~SjJ~dhome Homss - LOT 23 SEDGWICK 6.200 s Mar 5 2005 M~Tek Indust~es, Inc~ Tllu Mar 24 12:55:06 20~5 Pa~ 1 7 8 4 Cai ~FL Jn (ioc) J/deft L/d i I~.ATEs (}RIP TC 0,18 Vert(LL) -0.02 2-4 >999 360 MIl20 197/144 Lumbe[lflc~eese !.15 J BO 0,19 [ Vel~?L -0,OS 2-4 >gg9 240 VVB 0 00 Ho~z TL) -0 00 3 n/a n/a ! 2 .... 2,0 LOAmNG (pSf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 TOP CHORD 2X4 SPE NO2 TOP CHORD BOT CHORD 2X4 SPF No,2 BOT CHORD REACTIONS (lb/size) 3--81iM~nicaJ, 2=236/0'4-8, 4--40/Mechanical Max Horz2=138(io~d case 5) Max UpJ~13=-?4(ioad case 5), 2m85(Ioad case 5) Max Grav3=81(ioad case 1), g=236(ioad case 1), 4=80(ioad case 2) FOECES (lb) ~ Maximum Compression/Maximum Tension NOTES 1) Wind: ASCE 7~98; 90mphi h=2~ft: TCDL=6-0psf; BCDL=6.0psf;, Cat~gory !J; Exp C; e~ciosad; MWFRS gab~e end zone; cantilever Jeff and dght exposed; e~d ve~J !eft esd fight exposed; Lumber DOL=1.33 pJate grip DQL=I ;33. This tress has been designed f~r a t 0.0 psf bottom ~ord live load nonconcurm~lt with any otb er live loads. 3) Ref~ to girder(s) for truss to tress connections. , .... 4 provkle me~anica! ~adc~on (by others> of ~S, m b~g piom capabio of ~star~d~ng. T4 fl~.u?~ .at ~ .o,nt 3 a n~d 2.5;I,? u~ a~t j~.~ deviCe(s) iS the m~sibJ~ity of others. !) Regular: Lumbor In~se--'l !5, plate Increase=1.15 (pi0 5~54(B) 6~!(F) ?--g(B) 8--0(F) E No. 19900415 ~ Mar~ ~0~ J0350305 ~GR ROOF TRUSS 1 -;-~RTER.LEE BUILDtNG COMPONERTS, MOORESVtI~E ·t~ --[ N. 46158 -'- - 5.200sMut 52005 M~eklndL~St~es Inc. T~luMar24 12:55:~62005 Pa~l 15x4 Mil20 2 LOADING(pst) SPACING 2-0-0 TCLL 20.0 Plates tecrease 1.15 TCDL I0.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress ~nc~ NO BCDL 10.0 Code IRC2000/TP12002 L LUMBER TOP CHORD 2 X 4 SPF No.2 BDT CHORD 2 X 6 SPF No.2 WEBS 2 X 4 SPF Stud C~t DEFL in (loc) t/del L/a PLATES GRIP TC 0.23 Vert(LL) -0.02 3-4 >999 360 MIl20 197/144 BC 0.91 Ve~{TL) -0.06 3-4 >738 240 FORCES (lb) * Maximum Compressio~/Ma~mum Tension TOP CHORD 1-4~-104166,1.2=-14/t8.2-3=-104/51 BDT CHORD 4-5~--45/50, ~5=~-45/50 WEBS 1~3=-35/35 NOTES 1) Wind: ASCE 7-98; g0mph; h=25ft; TCDL=6.0psf; BCDL=6*0psf; Category II; E;xp C; e= ln~.~3.~; MWFRS gable end zone; canblever lee and dghtexposeE; end vertical leean¢ right exposeE; Lumber DOL=1.33 ptato gnp DOL= . 3~ 2} Provide adequate drainage to prevent water pondmg . ..... 6) Hanger(s) or Differ conr~ecl~on device(s) shaft be provided S~lcient ~t~ suppo~ conce? [~ad(sl 838 lb d~n and 157 tb u= at 1-11-4 LOAD CASE(S) Star~clard Uniform Loads (plO Concentrated LoeEs (lb) ~0.00 ~5x4 MI~20 [~ lOADING (pst) PACING 2-0-0 CSl DEF TCLL 20,0 I Plates ncrease 1,15[ TC 0.13 Ve~ L) TCDL 10.0 Lumber Increase 1,15 BC 0.09 Vert(TL) Co~e IRC2000rrPI2002 ' (Matrix) ~ VVInd(LL) 0.00 BCDL 0.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No,2 TOP CHORD BOT CHORD 2 X 4 SPF No,2 BOT CHORD WEBS 2 X 4 SPF Stud OTHERS 2 X 4 SPF Stud WEDGE Left 2 X 4 SPF Stud REACTIONS (lb/size) 13=31/12-3-0. 2=139/12-3-0 18=1~6/12~3-(3 19=105/12-3-0. 20=105/12-3~0, 21=1t5/~2-3-0. 22=55/12-3-9 Max UplEt13~-65(load case 4), 2---86(Ioed case 3), 19=-48(Ioad case 5), 20--~66(Ioad case 5] 21=-71(Ioad case 5), 22= 46(load case 4), 17=~42(IOad case 6), 16=-70(Ioad case 6), 15=-58(Ioad case 6), 14=~177(Ioad case 6) 5) Gable requires continuous bottom chord bearing, ~ ~3 ~, STATE I.OAO~NG (psf) BCLL 0.0 BCDL 10,0 7 9 ~ CSl DEFL ~n (~oc) i/deft IJd PLATES GRIP TC 0.09 Vert(LL) *0.00 15 n/r 180 Mi/20 197/144 BC 0.06 Ve~TL) -0.00 15 n/r 120 fMatnx) WInd(LL) 0.00 15 n/r 120 Weight 91 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No,2 TOP CHORD Sheatbed or 6-0*0 oc purlins. BOT CHORD 2 X4 SPF No.2 SOT CHORD Rigid ceiling dlrec~y applied or 10-0-00C bracing. OTHERS 2 X4 SPFStud WEDGE Lef~ 2 X 4 SPF Stud, Right: 2 X 4 SPF Stud [EACTIONS (lb/size) 2=145/15-11-8, 14=145/15-11-8, 21=85/15-11-8.22=104/15-11~8 23=105/15-11-8 24=105/15-~1-8 Max Horz2=-218(10ad case 3) Max Uplift2=-86(ioad case 3), 14=-37(Ioad case 4), 22---41(toed case 5), 23=-70({oad case 5), 24~-60(Ioad case 5) 25=-70(10ad case 5), 26~-55(Ised case 5}, 20=-34(Ioad case 6), 19=-72(]oad case 6). 18~-59(Ioad case 17=-70(1oad case 6), 16=-50(I0~d case 6) Max Grav2=145(Ioad case 1). 14=145(Ioad case 1), 21=153(Icad case 6), 22=107(i0ad case 7), 23=108(Ioad case 7~. 24=105(Ioad case 1), 25=112(load case 7), 26=82(Ioad case 7), 20=10?(load case 8}, 19=108([oad case 8), 18=105(Ioad case 1) 17=112(icad case 8), 16=82(Ioad case 8) FORCES lb). Maximum Compressk)n/Meximum Tension TOP CHORD 1-2=0/32, 2~3=-215/136, 3-4=~160/1 t 9, 4-5=-119/114 5'6=-791109,6'7='461143,7"8=-~41159.8'9---44/148'9-10=~61105. NOTES dght exposed; end vat,cai te{t and right exposed; Lumber DOL=1.33 plate grip DOL.--1.33. . -. ...... 7) Gable studs spaced at 1-4-0 oc~ De~i nv(3[d ~r~ec~y~h~/ekc~n~ctcrs~f,h~sde¢gn~Dcrse~n~y~p~p~3met~s~E~ni~i~bui~!ngc~m~%~ Ap~lgi~abirrN of design ~meql~ and proper mceq~;~ of component ~ r~l~ns~t~ly of, b L~,lO~ ~ g d~flg~: no!. ~S ~e~r~r, ~b~.l. ~_ f the -~T~R-LEEBUiLDINGC~ONENTS MOORESVILLE ~N,46158 _w_ ~Qty iPly ~e Homes - LOT 23 SEDGWICK NOTES 8) Provide mechanJcat connec~on (by cetera ~f t~ss to bearing p~ate capabh~ of w~[nstandlng 86 lb uplEt at joint 2, 37 lb uplEt at joint 14, 41 lb uPl~ at joint 22, 70 lb u~Et at ~ 23, 60 lb u~Et at joint 24, 70 lb uplEt at joint 25.55 lb ul~lift at joint 26. 34 lb uplEt at joint 20, 72 lb uptin at joint 19. 59 lb uplift at joint 18, 70 lb u plEt at joint 17 and 50 lb uplift at joint 16 LOAD CASE(S) Standam ....... J. ob Reference ~ '~ER-LEEBUILDINGCOMPONENTS MO~O'~ESVIL~LE IN.46158 6.200sMar 52005MIT~lnduSi~es. lnc. ThuMar2412:55:082005 Page1 1.§x4 Mil20 ~ ~h.-~ I 5x4 MIl20 LOADING(ps0 SPACING 2-0-0 CSI DEFL i~ (:oc) I/deft ud PLATES GRIP TCLL 20.0 Ptat~s Increase 1.15 TC 0.08 Velt(LL) ~0.00 9 nit i80 MIl20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.05 Vert(TL) -0.00 9 n/r ]20 BCLL 0.0 Rep Stress tnc~ NO WB 0.03 Horz(TL) 0.00 8 n/a n/a BCDL 10.0 Code IRC2000FFPI2002 (Matdx) Wind(LL) 0.00 9 nlr 120 Max Upl~ft2=-62(load case 5), 8=-70(Ioa~ case 6), 1 $=-34(toad cese 5), 14=--47(Ioad case 5), 11 =-33(load case 6), t 0=-45(load case 6) FORCES (ih) - Maximum Compmssion/Meximum Tension TOP CHORD 1-2=0/25. 2-3=-45/38.3.4=-34/61.4-5=-27/74 5~6=-27/69, 6-7=-32/42, 7-8=-45/24 8-9=0/18 NOTES LOAD CASE(S) Staoda~ 15x4 MIt20 3x4 MIl20 1.5x4 MIl20 1.5x4 MIl20 1.5x4 Mil?,(] 3.'(4 Mil20 GRiP LOADING(pst) SPACING 2-0-0 CSI DEFL ~n floc) L/deft L/d TCLL 20,0 Plates Increase 1.15 TC 0.39 Ve~LL) -0.00 11 n/r 190 TCDL 10.0 Lumber Increase 1.15 BC 0.23 Vert(TL) -0.01 11 n/r 120 BCLL 0.0 Rep Stress Incr NO VVB 0.12 Horz(TL) 0,00 12 n/a n/a BCDL 10.0 Cnde tRC2000/TPI2002 (Matrix) V~nd(LL) 0.01 11 n/r 120 Weight 62 lb BRACING LUMBER TOPCHORD 2X4SPFNo,2 TOPCHORD Sheathedor6-0.,Oocpur;ins, except endver~cats~ BOT CHORD 2 X 4 SPF No.2 SOT CHORD Rigid ceiling directly applied or 6~-0 oc bracing. WEBS 2 X 4 SPF Stud OTHERS 2 X 4 SPF Stud LOAD CASE(S) Standard 503 ~ .......... [Qly 'Ply Job .... Truss Trdss Ty~pe 18056555 08 iGE5 ROOF TRUSS Job CARTER-LEEBUILDINGCOMPONENTS MOORESVILLE IN. 46158 6.200sMar 52005M~ektndusbies inc. Tl~Mar24 12:55:09 2005 Page1 LOADING (psf) 8PACING 2~0 csl ~ DEFL m (loC) /deft L/d PLATES GRIP TCLL 20.0 Plates Jr~rease 1,15 TC 0.71 Ve~t(LL) -0,00 19 n/r 180 MI/28 187/144 TCDL 10.0 Lumberlncmase 1.15 BC 0.40 ~ Ve~TL) -0.01 19 n/r 120 BCLL 0.8 Rep St~ness Incr NO WB 0.16 HOrZ(TL) 0.01 20 n~a n/a TOP CHORD 2 X 4 SPF No,2 TOP CHORD Sheamed or 6-0-0 oc pudins, except end verflcaJs, EOT CHORD 2 X4 SPFNo.2 EOT CHORD Rigid ceilin§ tit rec~y applied or 6-o-0 oc bracing, WEBS 2 X4 SPF Stud '~BS I Rowat midpz 10-29 9-30. 8-31 11-28. 12-27 OTHERS 2 X 4 SPF Stud *Except" 1029 2 X 4 SPF NO.2, 9-30 2 X 4 SPF NO.2. 11-28 2 X 4 SPF NO.2 REACTIONS (lb/size) 37=123/20-11-0.20=123/20-11-a 20=114/20-tl-0, 30=110/20-11.0.31=105/29-11-0. 32=107/20-11.0. FORCES (lb)-Maxim.m Compression/Maximum Tension 16.17=~108/158, 17.18=-242/255, 10-10=13/44, 10-20=~220/236 3 Tm~d~n~r~l~inme~ane~e~only. Fors~dse~wind(~alio~e~),~M,T~ bmnoaro~ ~ C~CAR~E~':~E BUILDING COMPONENTS. MOORESVlLLE, IN. 46158 6.200 s Mar 5 2005 M~Tek Ir~lustnes. thC. TI~ Ma~ 24 12:55:09 2005 Peg~ 2 NOTES 6) Gable Pequims continuous bottom chold beadrtg. LOAD CASE(S) Star,lard ' fmss Type ........ Qty ~ly Sflve~home Homes - L~¥ 2~"S~bGWI~ 18056556 J035~ GE6 ROOF TRUSS I 1 ~ ..~J~ Remedial) 6 8 5 9 LOADING (pst} SPACING 24)-0 CSl DEFL TCLL 20.0 Plates Increase 1.15 TC 0.19 Vert(LL) TCDL 10.0 Lumber increase 1.15 BC 0.12 Vert(TL) BCLL 0.0 Rep Stress iocr NO WB 0.36 Horz(TL) BCDL 10.0 Code IRC2000/TPI2002 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SPF NO2 TOP CHORD SOT CHORD BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud OTHERS 2 X 4 SPF Stud ~Neight: tt0 lb REACTIONS (lb/size) 27=78/17-3-6. 14=63/17-3-6 22=96/17-3-6 23=106/17.3-6. 24=107/17-3-6. 25=106/17-3-6. 26=10g117-3-5 21=106./17.3-6, 20=107/17~3-6. t9=t06/17-3-6. 18=109'17-3-6. 17=94/17-3-6. 15=147117-3-6 Max Horz27=-293(Icad case 3) Max Up6ft27-~-26(ioad case 6), 14=-136(ioad case 4), 22~24(~oad case 3), 23~-7(ioad case 5), 24=-62(ioad case 5), 25=~43(Ioad case 5), 26=-136(ioad case 5), 21 =-38(ioad case 3), 20=-73(ioad case 6), 19=-61 (ioed case 18-~63(~e~;I case 6), 17=-55(Ioad case 6), 15=-65(Ioad case 6) Max Grav27=78(Ioad case 1), 14=19~cad case 3), 22=281¢0ep case 5), 23=107(Ioad case 7), 24=10~toad case 7), 25=106(toad case 1), 26=112(ioad case 7) 2t=106(Ioad case 3), 20=108(Ioad case 8), 19=t06(iosd case 1), 18=109(toad case 8), 17=94(Ioad case 1 ), 15=147(ioad case 8) FORCES (lb) - MexJmum Comprer~ion/Ma)dmum Tension TOP CHORD 1-27---53/72. 1-2=-38/51.2-3=-33/59, 3-4=.34/t 13. 4-6=.~35/t69, 5-6=-35/239, 6-7=.34/265.7-6=-601276, 8-9=-95/277. SOT CHORD 26~27=-189/248, 25-26=--189;248, 24/25=-189/248, 23-24=-189/248, 22-23=-189/248, 21-22=-189/248, 20-21=-189/248, right exposed ; .d dJcal ig expo ; = . pi g'p =- - (by LOAD CASEiS) Standard J0350305 GRDI ROOF TRUSS --CARTER - LEE BUILDING COMPONENTS MOORESVILLE IN 46158 rply S~Fv~Mbeme ~'--LO~ED~i'CK - 805655,J 6.200 s Mar 5 2005 MiTek [p~dusaies, Inc. Thu Mat 24 12:55;10 2005 Pag~ 1 $ca}e = 1:40.3 TCLL ~0,(~ I Pataslncrease 1,15 TC 0.56 Ve~LL) ~).09 5-6 >>999 360 MIl20 197/144 TCDL 10,0 Lumbertncrease I 15 BC 0.68 Ve~(TL -0,23 5-5 652 240 BCLL 0.0 ) Rep Stress Incr NO ) VVB 0.61 HOCc(TL) 0,02 5 n/a n/a BCDL 10 0 Co~e iRC2000/TP 2002 [ (Matrix) Wind(LL) 0.08 5-6 >999 240 Werght 128 lb TOP CHORD 2 X 4 SPF No,2 TOP CHORD Sheathed Or 5~3-2 cc pu~Sns~ BOT CHORD 2 X 6 SYP 2400F 2.0E BOT CHORD Rigid Ceiling directly append or 10-O-0 Cc bracing. 2 X 4 SPF Stud *Except' 4-6 2 X4 SPF No.2 REACTIONS (lb/size) 5=4046/0.3~). 2=3336/0-3-6 Max Horz2=t 83(icao case 4) Max U piift5---878(Ioad case 6), 2=-1108(toad case 5) FORCES (lb)- Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36, 2-3=-4548/1506, 3-4---4050/! 126, 4-8---4259/tt34 NOTES 1 ) 2-ply tress to be connei:te~ together with 16d Common(.162"x3.5") Nails as follows: Top chords connected as follows: 2 X 4 * 1 row at 0-9-6 ac. 2) Alt loads are consideteci equally applied to a) plies, except if noted as front (Fi or back (Bi,fac? ~ the LOAD CASE(S) section. connections have baen provided to distribu~ only toad~ notsc! as (Fi °r (Bi, unless °thervase ~ndlcated' 3) Urlbalenced roof live loads here b~n considered for th~s design. ,. ....... 4) V~nd: ASCE 7-98; 90mph; h=25ft; TCDL--6.0psf; BCDL-~6.0psf; Catogo~y t); E~ C; enclosed; MWFRS game eno zone, cam)~ver 5) This trdsS has baen designed toi~ a 10,0 Psf bottom ed°rd live toad n°nc°ncurrent with any Other )ive ioeds' , LOAD CASE(S) Standard Jo3503os ~GRDt ROOF TRUSS LOAO CASI~(S) Sm.~ard Cor~entrated Loads (Ih) Yeti: 6=-~417(B 7=~2079(B) 8=-1417(B) 9=-1417(B) ! 6.200 sMer 52005M~Teklr~ust~es [nc. Tr~ Mar 24 12:55:102005 Page~2 J0350305 GRD2 ROOF TRUSS [1 2Job Reft_tenth--al) P~ 1 C~TER~[~G-(~b~PONEN~r~i-M~RES~iL[~_ IN 46158 6.2OOsMar 52005MiTektndusbies, loc, ~u~r24 12:55:~02~ 5 LOADING(psf) SPACING 2.O-0 CSI DEFL in (loc) Fdeft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.15 TCDL 10.0 Lumbe~ Increase 1.15 WEDGE TC 0,46 BC 0.40 WB 0.70 (Matdx) Vert(LL) .0.06 7-8 >999 360 MIl20 197/'~44 Vert(TL) -0.19 7-8 >999 240 Hor~(TL) 0.04 5 n/a hie WInd(LL) 0.07 3-9 >999 240 Weight: 180 lb BRACING TOP CHORD Sheathed or 4-4-3 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (lb/size) 1=5944/G-3-8, 5=6018/0-3-8 Max HOrZ 1=-227(Ioad case 3) Max Upi~1=~1321(Ioad case 5), 5=-1377(Ioad case 6} FORCES (lb) * Maximum Compressmr.JMaximum Tension TOP CHORD 1-2=-6944/1551, 2-3=--4719/1132. 3-4=-4719/1135 4-5=-6935/1552 5-8=0/36 BOTCHORD 1-9=~1178/5146, 8-9=~1'r78/5146 7-8=-1092/5130, 5-7~-1092/5138 WEBS 2.9=-818/2848, 2-8-~2166/615 3-8=-1334/5694, 4-8=-2155/603.4-7---607/2835 S for I~tterQI Su~por~ of [ndivic~uc~ Web memb~r~ o.ty. Addiiionol fem4x~'ory bn3¢ing fo in~u~ st(3biEY durir~ ¢ e r,,:bu ci~:~l i? ~he ~ll[tY of lhe I Job Refemnce,o~iona~. Scale = 1:39.2 LOADING (pst) CSl DEFL in (lOC) I/deft L/d TC 0.63 Ve~t(LL) -0.00 6 >999 360 BC 0.13 Veft(TL) -0.01 5-6 >999 240 WB 0.12 Horz('TL) 0.00 5 n/a (Matrix) W~nd(LL) 0.00 6 >999 240 BRACING TOP CHORD Sheatn~:i or 6-O-~) oc pudins, except end verticals. BOTCHORD Rigid Cellln~ directly applied or 6.C-0 oc brac~3g. MI{20 197/144 TCLL 20.0 TCDL 10.0 BCLL 0.0 SPACING 2*0-0 Plates Increase t.15 Lumber l~se 1.15 Rep Sffess Inc~ NO BCDL 10.0 Code IRC2000/TPI2002 LUMBER TOP CHORD 2 X 4 SPF BOT CHORD 2 x 6 SPF NO.2 . WEBS 2 X 4 SPF Stud *Except 1-7 2 X 4 SPF NO.2. 3-5 2 X 4 SPF No.2 REACTION5 (tb/sise) 7=1085/0~3-8, 5=791/0-3-8 Max Horz7=*224(ioed case 3) Max UotiffT=~207(Ioad case 6), 5=158(ioad case 6) FORCES (lb) - Ma.'dmum Compression/Maximum Tension TOP CHORD 1-2=-997/217, 2-3=-679ll 85, 3-4=0144, 1-7=d000/~22.3-5=-733/179 BOT CHORD 6-7=-244/379, 5-6--~.5/37 LOAD CASE(S) Standa~t 1) Regular, Lumbe~ Incmase=l 15, Plate ncrease=l.15 Uniform Loads (plf) March 24 2~ J0350305 IGRD4 lATTIC !1 J 3 r iooo lFl~ 8 2 i Plate Off~. ~ [1:0_7.8,0.024~0.6.0,~: 1.121. [~ ~_.g~e,0 -5-6] ~-O-4J~, [ 11 :.°~°~),0"0'0~ ~-~ -%~-~8~L ~ LOADING(psf) SPACING 2~0-O CSl DEFL in {~oc) gdefl L/e PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.71 vert(LL) ~.10 11-13 >999 360 MIl2(] 197/144 TCDL 10.0 Lumberlncrease 1.15 BC 0.26 Vert~TL) ~.21 11-13 >999 240 Rep Stress Jncr NO WB 0.gl HOrZ(TL) 0.02 g n/a n/a BCLL BCDL 10,0 Code IRC2000/TPI2002 (Matrix) V~nd(LL) 0.04 13 >999 240 Weight 661 lb LUMBER BRACING TOP CHORD 2 X 8 SYP DSS TOP CHORD Sheathed or 6-0-0 ~c pu;lins BOT CHORD 2 X 19 SYP 2250F 1.9£ BOT CHORD Rigid ceiling directly appl~ecl or 10-~-00C bracing VVEBS 2 X 4 SPF Stud SLIDER Left 2 X 8 Syp No.I 4.9-12, Right 2 X 9 SYP No.1 4-9-12 ~o_~.b_'nuod _on ~a. e2L ........ '~ER.[~EE~i~[NGCOMPONENTS. MOORESVILLE N. 46158 6.200sMar 52005MtTe~lndustries. lnC. ThuMar2412:55:112005 Pa~2 LOAD CASE(S) Standard 2) IBC BC Live: Lumber {ncrease=l.25, F~ate IncreaSe=1.25 Uniform Loads (plf) Ve~ 1~9-~397(F=-357), 1-$=-20. 34=-33 4-5=-20 5-6=-20.6-7=-33. 7-10=-20, 4-6=-10 3) MWFRS Wind Left: Lumber Increa~e=1,33. Plate Increase=l ~33 Uniform Loads Uniform Loads (pt0 Uniform Loads (p~ ~mss ~,~pe ~ Qty Ply Silv~ ~s - L0~23 SE~K -- 18056~1~ ~ROOF TRUSS 1 1 JOb Ref~re~o~t~na~ §.200s Mar 52(~5 Mt~eklndustnes, lnc. 3~1u Mar24 12:55 2005 Page~l '~ARTER - LEE BUILDING ~OMPONENTS, MOORESVILLE, IN 46158 9 10 LOADING (psf) SPACING 2~O-0 TCLL 20.0 Rates Increase t ,15 TCDL 10.0 Lumber Increase 1.45 BCLL 0.0 Rep Sa'ess tncr NO BCDL 10.0 Code IRC2000/TPI2002 LUMBER TOP CHORD 2 X 4 SPF No.2 -Except' 1-5 2 X 6 SPF 1650F 1.4E SOT CHORD 2 X6 SYP 2400F 2.0E CSI TC 0.84 SC 0.88 WB 0.97 (Ma~x) DEFL m (lOC) I/deft L/d PLATES GRIP Vert(LL] -0.54 19 >7~6 360 MII20 197/144 Vert(TL) -1.34 18-19 >330 240 MII20H 448/108 Horz(TL) 0.49 11 rEa rea MIII8H 1411138 W~nd(LL) 0.63 ~9 >680 24c Weight; 226 lb BRACING TOP CHORD Sheatfled or 4 -9-13 oc Pudios, except end vertmels. BOT CHORD RJgicl ceiling directly appfled or 5-11-13 oc bracing. WEBS I Row at m/dpt 1-23.6-17 2 X 4 SPF Stud *Except* 1-22 2 X 4 SPF No.2.2-21 2 X 4 SPF 1650F 1.5E 5-18 2 X 4 SPF No.2 7-17 2 X 4 SPF No.2 REACTIONS (lb/size) 23=2130/Mechanmal. 11=1799/6-3-8 Max Horz23=*373(ioad case 3) Max U plif123=-756(load case 5), 14=-411 (~oad case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 4-23=-2085/790.1-2=-2858/1020, 2-24---8224f2779.3-24--*8224/2779 3.4=.9999/3226 4-5=-9998/3226, 5-6=-3868/1045, 6-7=-2263/634. 7*8=-2246/632, 0-9=-2729/630.9-10=-2761/626.40-11=-2832/584. 41-12=0/66 BOT CHORD 23,25=.273/352' 22.25=.286/340, 22.26=.1084/2927 21.26=-1074/2944, 26-21=-2865/6383, 19-20=-2602/8457 19-27=~2627/6533 16-27=-2616/8481, 17~18-~824/3138. 16-17=-363/2212.16-16---462/2815. 14-15=-356/2279, Truss T~ Qty ; Ply Silver~horn~omes * LOT ~3 SEDGWIC~ 18056561 LOAD CASE{S) Standard 1) Regu{ac Lumber Increase=lA 5. PJate Increase=1.15 Uniform Loads (plf) Con~ntrated LOads (lb) Vert; 23=-15(B) 1=-32(B) 5-~4(B) 18=-521(B) 3=~14{8) 4=-44(B) 19=-15(B) 24~32(B) 25=-107(B) 26=-15{81 27=-118(B) 5 PLATES GRIP LOADING (Psf) SPACING 2~-0 CSI DEFL tn (loc) [/deft L/d TCLL 20.0 Plates Increase 1.15 TC 0,14 Ve~(LL) -0.05 14,15 >999 360 TCDL 10.0 Lumberlncrease L15 BC 0,15 Ve~t(TL) -0.12 14-15 >999 240 BCLL 0.0 Rep Stress Incr NO WI~ 0.33 Horz(TL) 0.03 9 n/a n/a BCDL 10.0 Code IRC200b/TPI2C02 (Matdx) V~nd(LL) 0.04 14-15 >999 240 Weight 344 lb LUMBER BRACING TOP CHORD 2X 4 SPF NO.2 TOP CHORD Sheathed or 6-0-0 oc podins. BOT CHORD Rigid ceihng directly apptied or 10-0-0 oc brac~g. BOT CHORD 2 X 6 SYP 2400F 2.0E W~BS 2 X 4 SPF Stud *Except* 5~13 2 X 4 SPF No.2 REACTIONS lib/size) 1=1956/0-3-8.9=1399/0-3~8 Max Ho~z 1 =-306(load case 3) Max Uplift1 ~250({oad case 5), 9=-205(Ioad case FORCES (lb) - Maximum compmss~n/Meximum Tensmn TOP CHORD 1-2=-3030/429.2-3=-2315/375. ;~4=-2234/403 4,5=-1555/353, 5~1555/353, 6-7=-t810/325 7~=-1891/297. 8.9=-2247r329 WEBS 2-15=0/548. 2.14=-726/197 4-14=-t76/1038 4,13=-1099/339, 5-13=-259/1347, 6-13=-486/226 6-11=-44/340. NOTES 12)AiHoadsamconsidemdequallyeppliedto allpJies, exceptif notod asfront (F) or back(B)face~n~ LOAD CASE( 2.ply truss m be connecteCl t~3gether with 16d Common(.162"x3,5*) ~ails as follows: i~/L ~ I~¢~¢~ ~n.ecfions have been ~rovid~i to d st~ibute only loads r~ted as F) or (B).unless °t~em~se indicated' ~¢,~'~ ~l ~ L*;/~ ~) u.~.~ ~,.,o.~. ~. ~. ~o~.,~.~ i~ ~,--~.. . ......... ~--,~_..~... --0,-~.~. ~~^~ o~ <<-~- IYn~ss Type ......... Qty ~ly Si~ Hanes-- - LOT 2'~)GWIC- K - ~8056562 LOAD CASE(S) Standard 1) Regular: Lumber IrtCr~3se~=1.15. Plate lacrease=1.15 Uniform Loads (pit) Ve~ 1-6=~0. 5-9=-60. 1-6=-20 Concent~ted LOads (lb) Ver~ t 5=-~ 18(F) 16=-118(F) 17~-118(F) 18~118(F) 19=-553(F) L ~31el~ lalmm~JJl)l~ -a-vc~k3ble fr°m Tr uss Pl~i~n-stJtute' 583 D'On°f/i° D4ve' M~dls°n' WI ~-7' -- ........ ' ' "~ ~' -'~"-~ C~CAART~'~ - LEE BUILDING COMPONENTS ~RESVILLE--'[i~6158 Scale = 1:787 5 6 3x6 MIl20 3x~ Mil20 3x6 MI120 REACTIONS (lb/size) 2=1508/0-3-8. 9=1437/0-3-8 Max Horz2=342(Ioad case 4) Max U~tift2=-239(Ioad case 5), 9=-185(Ioad case FORCES (lb) - Ma~mum Compression/Maximum Tension TOP CHORD t-2=0/33 2-3=-2212/269, 3-4=-16t3/217 4-5=-t475/263. 5-8=~1233/296, 6-7=-1476/265.7-8~1614/219 8.9=-2217/277 WEBS 3-15=0/356. 3-13---611/288. 5-13~-88/497. 5-12=-~97/198, 6-12=-80/497. 8.12=-617/296.8-10--0/356 - right exposed; end verUcat left and dght exposed; Lumber DOL=1.33 ptate grip DOL=l.33. ~ ~' 3 Provide adequate drainage to prevent water ponding. . X~'~ ~ARTE~-~U|~.-[~ING coM~I~S, M~X~R~L~ IN ~16~8 6,200 s Mar 52005 MiTek Industries I?,c. Thu May Z4 12;55:132005 PeN 1 g REACTIONS (lb/size) g=1437/Mechamcat. 2=1508/0-3-8 Max Horz2=289(Ioad case 4) Max Up~iftg=-166(Ioaci case 6), 2=-220(Ioa¢1 case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1~2=0/33, 2-3=-2249,"Z41, 3-4=-1759/199 4-5=-1648/238.5~6=-1477/221.6,7=-1477/221 7.8=-t761/241 8-9=-2256/251 8-10=0/294 1) Unbeiaaced roof live loads iqave been considered for this design. · ~/ [ ~ht~~:~d~l~and~ht~;Lum~roOL=1.33~a~gdpDOL=l'33" ~ ~ AA ~ 3~ pmv de .~uate dm~ege ~ pm~nt wa~r ~.di~. ~)~ b ~ LO~ CASE(S) ~nda~ ~ ~ NC 99004 ~ 5 . Ma~ 24,2~ J~'--- Trass ...... Tr~s~Type [Qty :Ply Si~veffh0me Homes - L~EDGWiCk-- 8056565~ J0350305 H3 ROOF TRUSS /t 1 Job Reference {o~ ~A~'T~- LEE BUILDINGC~PONENTS. MOORESV~L~I[~ ~ .... 6.200s ~ar 52005 MiTeklndus~es. lnc, ThuMar24 12:55:13 2005 Page1 3x~ Mil20- 3 6x8 MIl20 6X8 MIl20 4 5 J TCLL 20,00 Plates Increase 1.15 TCDL t0. Lumber Increase 1.15 LBCLL 0.0 ! Rep Stress ,ncr YES BCDL 10.0 Code IRC2000/TPJ2002 LU~BER 'FOP CHORD 2 X 4 SPF NO.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X4 SPF Stud -Except' 4-12 2 X 4 SPF No.2. 6-12 2 X 4 SPF No.2 C$1 DEFL n (Igc) I/deft L/d PLA'lES GRIP TC 0.58 VeI~(LL) -011 t2 >999 360 MIl20 t 97/144 BC 0.61 Ver~(TL) -0.32 10-12 >999 240 WB 0.51 HOrZ(TL) 0,12 8 (Matdx) Wir~d(LL) 0.10 12 >999 240 Weight: 1571b BRACiNG TOP CHORD Sheathed or 3-6-11 oc pu ri~ns. IBOT CHORD Rigid ceiling directly applied or 9-3-11 OC bracing. REACTIONS (Ib/sLze) 8=1437/Mechanical, 2=1508/0-38 Max Horz2=237(Ioad case 4) Max UpliflB=-157(load case 3), 2=-1~6(Ioed case 5) FORCES (lb)- Maximum Compression/Maximum Tension TOP CHORD 1.2=0/33, 2-3=-2275/285, 3-4~1909/326, 4.5=-1859/345 5-6=-1859/345, 6-7=-1912/327 7-8~2285/288 BOT CHORD 2.15=-390/1797, 14~15=~390/1797. '13`14=-335/1530 12-13~335/1530. 1%12=-183/1532. 10-11=-183/1532. WEBS 3`15=0/213. 3-14=-338/189, 4-14=-32/403. 4-12=-259/550. 542=470/306.6-12=-2581548 6-I0=-36/404.7-10=~348/200 7-9=0/215 8 4x8 MIl20 LOADING (pst) SPACING 2-0-0 TC 0.79 BC 0.86 WB 0.61 (Matrix) DEFL in (icc) I/deft L/d PLATES GRIP Vert(LL) -0.14 11-12 >ggg 360 M020 197/144 Vert(TL) -0,39 11-12 >999 240 HOrZ(TL) 0.14 8 r~a n/a W~nd(LL) 0.15 8-9 >999 240 Weight: 153 lb BRACING TOP CHORD Sheathed or 2-2-0 oc purlins. SOT CHORD Rigicl ceiling dtrec~y applted or 7-8-0 cc brac~.qg. WEBS I Row at midot 4-11.6-0 REAC'P~S Ob/size) 8=1437/Mechanical 2=1508/0-3-8 Max Horz2=183(Ioad case 4) Max Up~iflS~-240(Ioa~ case 3), 2=-250(toed case 4) FOECES (lb) - Maximum Compression/Maximum Tensmn TOP CHORD 1-2=0/33. 2-3=-22151447.3-4=-234t/571 4-5-~2340/571 54S=.2340/571.6-7=-1723/426.7-8=-2222/448 BOT CHORD 2-14---444/1733 13-14=-447/1728. 12-13=-447/1728 11-12=-591/2340. 10-11=-557/2340. 9.10~-557/2340. 8-0=276/1740 WEBS 3-14=0/325. 3-12--406/919 4-12---453/331, 4-11=-43/43, 6-11 =0/258.6-9=-924/409, 7-9---148/745 LOAD CASE(S) Standard ~o.oo h= -Pla~ O~...~,Edge], [3 LOT~,~2".°-~L LOADING(ipso SPACING 2`6-0 TCLL 20.0 Plates Increase 1.15 TCDL t0.0 Lumber InCrease 1.15 BCLL 0.0 Rep Stress lnc~ YES BCDL 10.0 Code IRC2000/3'P[2002 LUMBER TOP CHORD 2 X 4 SPF No.2 BOTCHORD 2X4 SPF No.2 WEBS 2 x 4 SPF Stud WEDGE Left 2X4 SPF Stud CSl DEFL in (loc) I/deft L/d PLA3~S GRIP TC 0.10 Vert(LL) `6.00 2-6 >999 360 Mil20 197/144 SC 0.06 Vert(TL) -6.01 2-6 >999 240 WB 0.04 Horz{TL) 0.00 5 nla nla (Matrix) Wind(LL) 0.00 2 >999 240 Weight: 20 lb BRACING TOP CHORD Sheathed or 4-3-10 cc purtins, exce[~t eod veAicals SOT CHORD Rigid ceiling directly applied or I (t-~0 OC bracing REACTIONS (lb/size) 5=151/Mechanical 2=239/0--3`6 Max Horz2=l 10(load case 4} Max U plif~5=-50{load case 4), 2=-79(Ioad case 5) FORCES (lb) - Maximum Compress~n/Maximum Tension TOP CHORD 1-2=0/33, 2-3=-145/28.3-4=-2t/31, 4-5--~7/28 SOT CHORD 2-6=-42/59.5`6=-~0162 WEBS 3~=0/103, 3-5=H 14135 NOTES 1) Wind: ASCE 7~98: 90mph; h=25ft: TCOL=6,0psf; BCDL--6.0psf; Category Il; Exp C: enclosed: MWFRS gable end zone canalever left and LOAD CASE(S) Standard ~ARTER - LEE BUILDING ~OMPONENTS, MOORESVILLE IN. 46158 6 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.15 TOP CHORD 2 X4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud 'Except* CSl TC 0.3B BC 0.53 (Matrix) DEFL in (lOC) /de~ L/d PLATES GRIP Ve~t(LL) -0.06 12~14 >999 360 M920 197/144 Vert(TL) -0.17 14-15 >999 240 HoFz(TL) 0.08 9 r~a n/a ~nd(LL) 0,06 2-t5 >999 240 Weight:1301b BRACING TOP CHORD Sheathed or 4-0-0 cc puUins. BOT CHORD Rigid celllflg directly applied or 1 O-o-0 oc bracing. FORCES 0b) - Maximum Compression/Maximum Tension LOAD CASE(S) Standard 2 JobReerence(op~) _ Scale = 1;64 9 31 18 32 33 4x4 MIl20 ~- 4x4 Mil20 C$1 DEFL m (toc) [/deft L/Cl PLATES TC 0.57 Vert(LL) -0.17 t5 >ggg 360 Mil20 BC 0.49 Vert(TL} -0.44 15 >989 240 W~ 0.70 Horz(TL) 0.07 1" nla n~a (Matrix) Wlnd(LL) 0,28 t5 >999 240 ~ighE 351 ib GRIP BRACING TOP CHORD St~athed or 5.~P.2 oc i)udins, except ena vets. 3OT CHORD Rigid ceiling directly applied or 1(~0 oc bracing. P.a..ACTIONS (lb/size) 11=2099/Mechanical. 2=2193/0-3-8 Max Ho~2=165(Ioad case 4) Max Jp~ift11 =*'~177(k~d case 3), 2=-957(Ioad case 5) FORCES lib) · Maximum Compre~..siordMaXJmum Tensson 377 TOP CHORD 1-2=6/36.2-3=-3284/1439.3-4=-3285/1589.4-20=-4465/2 .20.21---4464/2377~ 5-21=-4464/2377 5-22=-5054~2765, 22-23=~5054/2765, 6.23=-5054/2765, 5-24=-5054/2765, 7-24---5054/2765, 7~8=-5054/2765. 6.25---4537/2530 25.26=_4537/2530, 26,27=.4537/2530, 6,27=-4537/2530, 9-28=-2876/1634, 26,29=-2875/1634.29-30=-2876/1634. 16/30=-2876/1634, 16.11=*~981/1190 3OT CHORD 2-19=-1292/2651.19-31=-t292/2551.16.31=~1292/2651, 16.32='1426/2723' 32'33=~1426/2723' 17-33=-1426/2723, 17~34=-2391/4464, 34~35=~239~/4464, 16.35='239114464, 16.16='2391/4464' 15-36=~245714537. 14-36=-2457/4537 14-37~2457/4537. 13-37=-2457/4537, 13-38=-1568/2575, 38-39=-1566/2875, 39-40=-1566/2875, 12-40=-t 568/2875 NO~ES a' foil 1) 2.ply truss to be connectedtogetherwith t6d Comm~n(.162"x3~5") N ilsas ¢ ~ % STATEOF ¢r,¢~ Ua~ 2~.200~] Co~nued ~2~~ FJ~b .... Truss -' Truss Typ~ at,/ Ply ]Sik'er~h°m~-Homes £ L~T 2:~ s-EDGWi~ LOADING (pst) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.15 TCDL t0.0 Lum~er Increase 1.15 BCLL 0.0 Rep S~ess Inc~ NO BCDL lo.0 Code IRC2000/TPI2002 DEFL m (Icc) ide~ L/d PLATES GRIP TC 0,i4 VerI(LL) ,0~00 6 >999 360 MIl20 t 971'i44 ! Vert(TL) -0.00 5-6 >999 240 BC 0.05 W~ 0.031 HOrZ(TL) 0.00 5 n/a ~Ja (Matrix) ~ W~nd(LL) -0.00 6 >999 240 Weight: 19 lb BRACING TOP CHORD Sheathed or 4-3-10 CC purlins, except end verticals. SOT CHORD Rigid ceiling directly applied or I 0-(~0 CC bracing. REACTIONS (lb/size) 5=t07/Mechan~.al, 2=18S/0-3-8 Max Ho~2=61(tOad case 5) Max upliflS~23(Ioa~ case 3), 2=-60(Icad case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOp CHORD 1.2=0/36. 2-3=-1tt/17.3~7=-9/12 4-7=-9113 4-5--~9/42 SOT CHORD 2-6=-13/~4, 6-8=-7/66, 5-8=-7/66 ~IOTES 1 ) Wind: ASCE 7-98: 90m~; h=25~ TCDL=6.0psf: BCD L--6.0~, Category II; Exp C; enclosed; MWFRS game end zone: cantilever {eft and ~ght exposod; en<~ veracal left a~d right ~0~poseo: Lumber DOL=1.33 plate gnp DOL=1.33. 2) Provide adequate dmir, age to provera wa~er ponding. Vert: 3=39(B)6=ll(B)7=39(S)8=6(B) 4x8 MIl20 3 23 24 2x4 MIl20 9 LOADING(ps~ SPACING 2~)-0 CSl DEFL in (loc) I/de~ TCLL 20.9 Plates ffmmase 1.15 TC 0.28 Ve~t(LL) ~0.08 11-12 >999 360 TCDL 10.0 Lumberlncrease 1.15 BC 3.62 Vert(TL) -0~20 11-12 >9s9 240 BCLL 0.0 Rep Stress Incr NO WB 0.28 HO~ZCTL~ 0.07 9 n/a n/a ECDL 10.0 Code IRC2000/TPI2002 (Matrix) V~nd(LL) 0.09 11-12 >999 240 LUMBER BRACING TOP CHORD 2 X 4 SPF NO.2 EOT CHORD 2 X 6 SPF NO.2 WEBS 2 X 4 SPF Stud PLATES GRIP Weight 313 lb TOP CHORD Sheathed or 5.8-2 oc purlins. BOT CHORD Rigid ceiliog dimc~y applied or t0-0-0 oc bracing. REACTIONS (lb/size) 2=2883/C-3-8.9=2901/0-3-8 Max Horz2=206(toad case 4) Max U~if12=-g27(Ioad case 5), 9=-928(Ioad case 6) FORCES (lb) ~ Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36, 2-3=-4659/1446, 3-4----4506/1445. 4-5~-3798/1249.5-8~-3514/1195. 6-7=-3514/1195, 7-8=-3882~1260 8~9---4871/1515.9-10=0/36 BOTCHORD 2-17=-1328/3787.16~17~'1328/3787, 16-18=-1303/3749. 18~19~-1303/3749. 15-19=-130313749. 15-20=-1093/3131 23-24=-1177/3977. 11-24=-1177/3977.9-11 =-1177/3977 2) Al loads are considered equally applied to al plies, except if noted as front (F) or back (B) ~ace in the LOAD CASE(S) section. Ply to ply 8 Hanger(s~r~therc~n~ecti~ndevice(s)sha~he~mvidedsu~cie~ttDsu~tc~ricentratedk)ad~s~325~bd _o_v~. and 167 bupat 25-7.12 on bottom chord. The deslgn/select~n of such connectmn de~ce(s) Is the responsibility of others. Cont~nuep0~Aa~ 2 .... Tm~-- · Trus~ Yype : Oty "Ply Sf~e Homes ~ LOT 23 S~DGWICK Job ---~Tms I 18~6571~ LOAD CASE S) Standard Uniform Loads Concentrated LOads (lb) Ve~t 13=-266(F) 15=-266(F) 12=-266(F) 11=-336(F) 17=-325(F} 18=-266(F) t9=-266(F) 20=-266(F) 21=266{F) 22=-266(F) 23=-266(F'~ 24---266(F) TCLL 20.0 I Plates increase 1.15 TCDL 10,0 i Lumber Iflcrease t.15 BCLL 0.0 i Rep Stress lncr YES ii!! 10.0 j Co~le IRC2000/TPE002 LUMBER TOP CHORD 2 X 4 SPF ~650F t.5E BwEOT CHORD 2 X 4 SPF 2100F l.SE BS 2 X4 SPF Stud WEDGE Lef~ 2 X 4 SPF Stud TC 0.54 BC 0.36 ~ 0.10 (Matrix) DEFL in Ilcc) i/deft L/d PLATES GRIP Ve~t(LL) -0.13 2-5 >~68 360 Mi/20 1971144 Vert(TL) -0.33 2-5 >267 240 HOrz(TL) 0.00 5 nla I/t~nd(LL) 0.00 2 "- 240 Weighf: 34 lb BRACING TOP CHORD Sheathed or 64~0 DC purlins, except end vedicals. WEBS 1 Rowat midpt 4-5 ~0b Tress Truss Type Qty Ply ~ome Hcmes- LOT 23 SEDGWICK 9056573~805657 ROOF TRUSS 1 7 8 LOADING(pst) SPACING 2~-0 CSl vDeE~F~ 0~ (loc) i/deft L/d PLA'lES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.53 ! L) `6. 56 >999 360 ~ftl20 197/144 TCDL 10.0 Lumberlncrease 1.15 BC 0.16 Vert(TL) `6.02 5,6 >999 240 BCLL S.o Rep Stress lncr NO WB 0.15 Horz(TL) 0.00 5 n/a ma BCDL 10.0 Code IRC2000/TPI2002 (Matrix) Wind(LL) 0.00 6 >999 240 Weight: 35 lb LUMBER BRACING TOP CHORD Sheathed or 6`6`6 SC punms, except end verticals. TOP CHORD 2 X 4 SPF BOT CHORD 2 X6 SPF No,2 BOT CHORD Rigid ceiling dimcfty eppged or 10-9-0 SC bracing. WEBS 2 X 4 SPF Stud REACTIONS (lb/size) 5=345/Mechanical, 2=~06/9-3`6 Max Horz2=l 13(load case 4) Max UPgft5=-153(Ioad case 4), 2=-171(load case 5) FORCES (lb) - Maximum Compression/Maximum Tensio~ TOP CHORD 1-2=0/36.2-3=-394/167. 3-7=-21/32 7`6=-21/31 4-8=-22/31 4-5~-164/116 BOT CHORD 2`6=-153/241, 6`6~t50/247, 9-10=-150/247. 5-10=-150/247 WEBS 3`6=0/244.3-5=-280/145 NO'[ES 1) Wind: ASCE 7-98; 90mph; ~=25~ TCDL=6.0p~, BCDL=6.Opsf; Category II; Exp C: enc~ose~: MWFRS gable end zone: cantilever left and right exposed end veracal left aod ng~ exposed: Lumber DOL=l-33 plate gdPDOL=1`33, 6 2H~nger(s) or other connection deviCe(s) shall be provided sufficient th support concentrated k3ad(s)13 lb d°wn and 99 lb up at 2`6'3' sod 7) In the LOAD CASEIS) section, loads applied t~ the face of the truss are noted as front IF) or beck (BI, Concentrated Loads lib) Vett 3=-13¢B) 6=4(B) 7=-3 I(B) 8=-31(B) 9=-t4(B) 10=-14(B) <~-, March 2.4 2~005J ~Q -Pi Sih~ed~m~Hemes - [~GT 23 SE~G~ dK J03~03D5 i J3 ROOF TRUSS 2 1 Job Ref~re~. (opl~l~ CARTER - LEE BUILDING OOMPONENT$, MOORESVILLE, N 4615~ 6 5 LOADING (psf) SPACING 2-0-0 CSt DEFL in (icc} /de~ Lid PLATES GRiP TCLL 20.0 plates incre, ase 1.15 TC 0.56 Vert(LL) -0.04 2*6 >999 360 MIl20 * 97/144 TCDL t0.0 Lumberlncreas~ 1.15 BC 0.32 Vert(TL) -0.11 2*6 >818 240 ECLL 0,0 Rep S~ess in= YES WB 0,18 HOFZ(TL) 0.00 5 n/a ~/a BCDL 10.0 Co(re IRC2000/TPI2002 (Matnx) WInd(LL) 0,00 6 >999 240 Weight 3810 LUMBER TOP CHORD Sheathed or 6-0-0 oc purlins, except ena vertmaJs, TOP CHORD 2 X 4 SPF No~2 EOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceding cilrecay applied or t 0-0-0 oc bracing, WEBS 2 X4 SPF Stag 2 X 4 SPF Stud REACTIONS (lb/size) 5=286/Mechamcal 2=365/0~3.6 Max Horz 2--224(Ioad ~ase 4) Max Uplift5~-98(ioa~ case 4), 2---84(Ioad case 5) FORCES (Ib~ - Maximum Compression/Maximum Tension HOTES ' ~:T~-1[ROOF TRUSS Tra~s ¥~e [Qty!2 ~ I Si~rTf~3f~e Hom~ - ~:~)~DG~V~ ~K 1805657~ C~ LE~'~COM~:~M~RE SVILL~- I~ ;~ 6.200 s Mar 5 2005 MFrek industries, nc. Thu Met 24 t 2:55:17 2005 Pag~ 1 10.00 12 LOADtNG (psO SPACING 2~-0 BCLL 0.0 I Rep Stress Incr YES VV~ 0 1 t BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud WEDGE Left 2 X 4 SPF Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REAC33ONS (lb/size) 5=286/MeChanmal. 2=365/0-3~8 Max Horz2=169(tua~l case 4) Max U pliftS=~P~4(l~ad case 4), 2=-91(ioad case 5~ FOECES (lb) * Maximum Com~3ressio~/Maximum Tension TOP CHORD 1-2=0/33, 2-3=-276/40. 3-4=-34/50 4-5=-92/56 BOT CHORD 2-5=-73/136, 5-6=-71/139 WEBS 3-6=0/186.3-5=-225/61 NOTES 1 '~ ~nd: ASCE 7-98; 90mph; h=25ft; TCDL=6.0psf", BCDL=6.0psf; Category il; Exp C; enclosed; MWFRS gabte end zome; cantilever left and LOAD CASE(S) Stunda~:l . ~JS_~ ROOF TRUSS LEE BUiLDiNG COMPONENTS. MOORESVlLLE, iN. 4615~ Q~ ~ly ~SilVe~l~e HOm~s - lOT 23 ~W{O~-- 1~56S~t~ ,lob Referen~el~J~ 6,20C s Mar 5-'~)5 MiTek Indusme~ mc. Tn~ Mar 24 12;55:~7 2005 Peg~ 1 SCale = 1 135 DEFI. m (loc) /deft L/d PLATES GRIP Vert(LL} -0.01 2-4 >999 360 M~I20 197/144 Veri{TL) -0.02 2-4 >999 240 Ho~z(TL) q).O0 3 n/a ~/a WInd{LL) 0.00 2 *"~ 240 Weight 11 lb BRACING TOP CHORD Sheattlecl or 3-8-8 oc puffins. SOT CHORD Rig~ ceiling directly applied or 10-4)-0 SC bracing. REACTIONS (lb/size) 3=gl/Mechanical, 2=217/0.3-8,4=34/Mechanical Max Hocz2=t37(Ioad case 5) Max UPfift3=-74(Ioad case 5), 2=~0(Ioad case 5) Max Grav3=Sl(IOe~l case 1), 2=217(toad case 1), 4=680oao case 2) FORCES (lb) - Meximum Compression/Maximum Tensmn TOP CHORD 1-2--0/33.2~3=~7/41 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-98; 90mph: h=25ft TCDL=6,0psf; BCDL=6.0~s~, Catego~j ft; Exp C; encio~d; MWFRS gabie e~d zone; cantileVer ~efl and ~gnt exposed: end vertical reft and right exposed; Lum~er DOL=1.33 plate gnp DOL=t .33. -- ;¥~s-- 1Truss Type ..... Qty ~Piy S ~ome Hemes - LOY~EDGWICK 2 LOADING(psf) SPACING 2-0-0 CSI DEFL m (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.08 Vert(LL) -0.00 2 >999 360 MIl20 1971144 TCDL 10.0 Lumt}erlncrease 1.15 BC 0.01 Vert(TL) -0.00 2 >999 240 BCLL 0.0 Red Stress Incr YES WB 0.00 HOrZ(TL) -0.00 3 ma n/a BCDL 100 Code IRC2000/TPI2002 (Matrix) W~nd(LL) 0.00 2 ""- 240 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SPF NO.2 TOP CHORD Sheathed or 1-2-4 ~c pudins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Riga ceiling directly applied or 10-0-0 oc bracing. FORCES (lb)- Maximum CompressionlMax~mum Tension TOP CHORD t-2--O/32, 2-3--~45/10 BOT CHORD 2-4=O/0 NOTES 1 ) Wind; ASCE 7-98; 90mph; h=25ft: TCDL=8.01~f; BCDL--6.0psf;, Category il; Exp C: enclosed: MWFRS gable eno zone; cant~iover left and right exposed: e~d veHJcat left and right exposed; Lumber DOL=1.33 plate gnp DOL--1.33. LOAD CASE(S) Standam -- -p- ~Ply ~Silven~°me H°mes - LOT 23 SEDGWICK 1805657~ 12 I LOADING(psf) SPACING 2-0-0 CSI DEFL m (loc) ;/deft L/d PLATES GRIP TCLL 20.0 plates Increase 1.15 TC 0.10 Vett(LL) .0.00 2 >999 360 MIt20 197/144 TCDL t0.0 Lumber ncrease t.15 BC 0.04 vert(TL) -0.90 2~' >999 240 BCLL 0.0 Rep Stress Inc~ YES WB 0.00 Horz(TL) -0.00 3 ~Ja r~a BCDL 10.0 Code IRC2000/Tp~2002 (Matrix) W~nd(LL) 0.00 2 *~ 240 Weight: 7 lb BRACING LUMBER TOP CHORD Sheathod or 2~3-3 cc purlins. TOP CHORD 2 X 4 SPF NO 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bmc;ng. SOT CHORD 2 X4 SPF NO.2 REACTIONS (lb/size) 3=39/MechanicaL 2=168/0-3-8 4=20/Mechanical Max Horz2=97(io~d case 5) Max u~1i~3---31 (load case 5), 2---69(10ad case 5} Max Gmv3=39(Ioad case t), 2=168(i0ad case 1'~. 4=39(Ioad case 2) FORCES (lb) * MaxJmum Compresmon/Maximum Tens~:,n TOP CHORD 1.2=0/33, 2-3---47/16 SOT CHORD 2-4=0/0 NOTES 1 ) Wind: ASCE 7-95; 99mph; h=2~ TCDL=6,0psf; SCDL=6.0psf; Category right expoaed; end vefficat left and dght exposod: Lumber DOL=t.33 p~ate gnp Du 3) Refer to girder(s) for truss to truss connec~ons. LOAD CASE(S) Stan(~ard ~TnJss CARTER-LEEBUILDING =OMPONENTS MOORESV[LLE IN. 46158 4x8 8 15x4 MIl20 ~ooo F~ LOADING(psf) SPACING 2-0-0 CSI I DEFL n (oc) i/deft Ud I PLATES GRIP TCLL 20.0 Plataslncmase 1.15 TC 0.53 I Ver~(LL) *0,01 5-6 >999 360 i MIl20 197/144 TCDL 40.0 Lumborlncrease 1.45 BC 0.16 Ver~(TL) ~0,02 5-6 >999 240 BCLL 0.0 Rep St;ess tncr NO VVB 0 17 Horz(TL) 0.00 5 n/a BCDL 10.0 Code IRC2000/TP[2002 (M~fiix) ~ V~nd(LL) 0.00 6 >9gg 240 } Weight 35 lb LUMBER BRACING TOPCHORD 2X4SPFNo,2 TOPCHORD Sheathedor6,6,6ocpunlns, excepte~l verticals BOT CHORD 2 X 6 SPF No.2 BOT CHORD Rigid ceiling directly appfled or t0-0-0 oc bracing. WEBS 2 X 4 SPF Stuo NOTES 1] Wind: ASCE 7-98; 90mph; h=25ff; TCDL=6.0psf: BCDL=6.0psf; Cat~go~ II; Exp C: enctas~: MWFRS gabte end zone: canblever left and dght exposed: end ~{ left anc~ r~h! exposed; Lumber DOL=1.33 p~ata gdo DOL--4 6)~anger(s)~r~therc~nns~ndevic~s)$haiibepr~vk~odsuff~cientt~supp~rt~;~ncentratedk~ad~$~21Ibd~wnand~9thup~t 2'9'3, aod~/X' [~ ',.~ and 28 tb down at 5-7-9 on bottom chord. The des~gn/$etection of such connection device(s) Is the msponsibiflty of o~ers. LOAD CASE(S) Standard ~ ~ ~ Uniform Loads (plf) Concentrate~ LOads (lb;, ~ ~ ~ STATE OF March ~!ate ~Offsets [)~,_Y):: [2:0~3-8~E~_g~ LOADING(Ps0 SPACING 2-0-0 csI DEFL in (igc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.24 VeH(LL) W).02 2-4 >999 360 Mil20 1971144 TCDL 10,0 Lumber ncrease 1.15 BC 0.17 Vert(TL) -0,04 2-4 >999 240 BCLL 9.0 Rep Stress incr YES BCDL 18.0 Code IRC2000/TPI2902 (Matrix) WInd(LL) 0.00 2 LUMBER TOP CHORD Sheathed o; 4.3-10 oc podids. TOP CHORD 2 X 4 SPF NO.2 BOT CHORD Rigid ceihng directly applle(I or 10Wt-0 oc bracing BOT CHORD 2 X 4 SPF No.2 WEDGE LePz 2 X 4 SPF Stud FORCES (Ih ~ Mexlmum Compression/Maximum Tension TOP CHORD 1-2=0/33. 2~3=-113/58 BOT CHORD 2-4=0/0 NOTES I ) Wind: ASCE 7-98: 90mph: h=25ff; TCDL--6,0psf: BCDL--6.0~sf; Category il; Exp C: =nciosed; MWFRS ga0te end zorn; cantilever left ar~l r~'Jht expose~: eh(3 vertical ~ ami right exposed: Lumber DOL=1.33 plate gnp 3OL=1.33. 2) Tills truss has been designed for a 10.0 p~ botlom chord live load nonconcurrent w~th any other I;ve loads LOAD CASE(S) Staff(lard ~Jch ~Tmss -- ITfuss ~pe Q~Y Ply Sil~er~ome ~es - L0~3 SEb~CK 18056581 COMPONENTS, LOADING(psf) SPACING 24)-0 CSI DEFL in (icc) I/deft L/a PLAI~-8 TCLL 20.0 Pla~es Increase 1.15 TC 0.08 Veft(LL) -0.00 2 >999 360 MIl20 TCDL 10.0 Lumberlncrease 1.15 BC 0.02 ~ Velt(TL) -0.oo 2 >999 240 WB 0.00 i HOfZ{TL) ~0.00 3 n/a nla BCLL 0.0 Rep S~ess Incr YES BCDL 10.0 Code IRC20,O0/TPI2002 (Matrix) Wind(LL) 0,00 2 *'-- 240 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No,2 TOP CHORD SOT CHORD 2 X 4 SPF No.2 BOT CHORD GRIP REACTIONS (lb/size) 2=141/0-3-8.4=14/Meof~anicaL 3=21/MeChanioal Max Horz 2=79(toad case 5) Ma~ U plift2=-70(IOad case 5), 3~-13(ioad case 4) Max Grav2=141(Ioad case 1), 4=29{Ioad case 2), 3=21(mad case FORCES (lb) * Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32.2-3=-38/8 BOT CHORD 2-4=0/0 NOTES I} Wind' ASCE 7-98; 90mph h=25ft; TCDL=6.0psf; BCDL=0.0psf; Category ii; Exp C; enclosed: MWFRS gable end zone; canaiever left and ' right ;xposep: end ve~l left end fight eXposed; Lumber DOL=t .33 plate grip DOL=I 2) Tn~s t~u ss has been designed for a 10.0 psf bottom chord Jive load nocc..o~current with any other I~ve toads. 3) Refer to girder(s) for tress to truss connections. 4) prowde mechanical connect~3~ (by oi~lers) of truss to bearing plate capable of withstanding 70 lb uplift at joint 2 and 13 lb uplift at joint 3. LOAD CASE(S) Staodarc Scale = 1:8.7 LOADING (psf) SPACING 2-0-0 CSl TCLL 20.0 Plates lncmas~ 1.15 TC 0.20 TCDL 10.0 Lumber Increase t.15 BC 0.02 BCLL 9.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Cede IRC2000/TPI2002 (Matrix) LUMBER TOP CHORD 2 X4 SPF No.2 SOT CHORD 2 X 4 SPF No.2 WEDGE Left 2 X 4 SPF Stud OEFL in [lOC) i/deft L/d PLATES GRIP Vert(LL) -3,00 2 >999 360 MIl20 1971144 Ve~t(TL) *0,00 2 >999 240 HOrZ(TL) ~0,00 3 n/a nla V~nd(LL) 0.00 2 .... 240 Weight 7 lb TOP CHORD Sheathed or 1-6-4 ac pudins. BOT CHORD Rigid ceiling directiy applied or 10-0-0 oc braCing. REACTIONS (lb/size) 2=2t3/0-5-10.4=14/Mechanical, 3=-13/Mechanical Max Hom2=77(Ioad case 5) Max Uplift2=-125(toad case 5), 3=-13(Ioad case 1) Max Grav2=213(toad case 1 }. 4=29(Ioad case 2), 3='iS(load case 3) FORCES (lb) - Meximum CompressK)b/Maximum Tensmn TOP CHORD 1-2=0/34 2-3=-5718 BOT CHORD 2-4=0/0 NOTES 1 ) Wind: ASCE 7-98: 90mph; h=25ft TCDL=6.0pSf; BCDL=6,0psf; Catego~/II; Exp C: enclosed: MWFRS gabte e~d zone: can~lever left and ngl~t exposed; end vertical t~'t and dght exposed; Lumber DOL=l.33 plate gnp DOL=1.33, 4) Plovide mechanical connec~on (by othem) of truss to 13~anng plate caoable of withstanding 125 tb uplilt at joint 2 and 13 lb uplift at J~nt 3 LOAD CASEIS) Standard March 24,20~__5~ i J0350395 iM4 ROOF TRUSS 5 i 1 Job Refe~ence~ LOADING (psQ SPACING TCLL 20.0 Plate~ increase 1.15 TCDL 10.0 Lumber Increase 1.15 BCLL 0.0 Reo Stress tncr YES BCDL 10.0 Code IRC2000/TPI2002 LUMBER TOP CHORD 2 X 4 SPF NO,2 BOT CHORD 2 X 4 SPF No.2 C!Sl DEFL in (!oc) 9deft L/a Pt. ATE~ GRIP TC 0.20 Vert(LL) -0.01 2-4 >999 360 MIl20 197/144 BC 0.15 Vert{TL) -0.03 2-4 >999 240 WB 0.00 Horz(TL) *0.00 3 n/a r~a (Matrix) Wind(LL) 0.00 2 *'-- 240 Weight ii lb BRACING TOP CHORD Sheathed or 4.0-0 oc purlins. BOT CHORD Rigid ceiling direclIy app!iod or 10~0-0 oc b~acing. REACTIONS (th/size} 3=101/Mechanical. 2=228/1~3~8, 4=37/0-3-8 Max Horz2--72(IOad ca~e 3) Max Uolil~3=-56(ioad case 3), 2~-85(Ioad case 3) Max Gmv3=101 {load case 1 ), 2=228(load case 1 ), 4=74(ioao case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/15. 2-3---41/26 BOT CHORD 2-4=0/0 NOTES 1 )Wlnd: ASCE 7-98; 90mph; h=25f~ TCDL=6.0psf: BCDL--6.0psf; Category )1; Exp C; endoseth MWFRS gal~e end zone: cantitever left and right exposed: end vertical left and dght ~sed: Lumber DOL=1.33 plate grip DOL=1.33, 3) Refer to girder(s) for t~uss to buss connec~orm. ~ty ~ S~rlhom~ ~{~mes - L~¥ 23 SEDG~Vi/[~K /8 6.200 s Mar 5 20{35 MiTek iodust~es, ~nc. Tbu Mar 24 12:55:20 2005 LUMBER CSl DEFL in (toc) i/deft L/d PLATEE GRIP TC 0.27 vert(LL) -0.05 1-3 >938 360 MIl20 197/144 BC 0.97 VeKt(TL) -0.13 t-3 >347 240 k~/B 0.00 HoFz(TL) `0.00 2 n/a (M~fix) V~nd(LL) 0.04 1-3 >999 240 ~.~lght: 9 lb BRACING TOP CHORD Sheathed or 4-0-0 oc pudins. BOT CHORD Rigid oe~rig directly applied or 4-4-8 nc bracing. REACTIONS (Ib/s~e) 1=326/0.3-8, 2=111/Mechanical, 3-116/0.3`0 Mex Horz 1=55{toad case 3) Max Upl~l=-56(ioad c~se 3), 2=~65(10aci case 3), 3=-69(io1~1 case 3} FORCES 0b) - Maximum Compression/Maximum TenSion BOT CHORD 1~4=0/0.3-4=0/0 3) Refer to gnder(s) for t~uss to . 4) Provide mechanical connection (by others) of tress to bearing prate capable of wi~stand~ng 56 ib uplift at joint 1, 65 tb uplift at )o~nt 2 and 69 tb uplift at joint 3. 5) Hanger(s) or other connectJon devtce(s) shall be provided sulfi(:ient to support concentrated load(s) 368 Ib down and 68 lb up at 2-0-12. 6) In the LOAD CASE(S) section loads applie¢l to the face of the truss are noted as front (F) or heck I Regula~ Lumber Incmase=1.15, Plate Increase=l.1 $ 10.0~ F12 CSt DEFL in (lOC) I/deft L/d PLA3ES GRIP TC 0.21 Vert(LL) -0.01 1-3 >999 360 MIl20 1971144 BC 0.13 Vert(TL) -0.02 1-3 >999 240 W~ 0.00 Horz(TL) 0.00 3 n/a (Matrix) W3nd(LL) 0.00 1 >999 240 W~ight 13 lb BRACING REACTIONS (lb/size) 1=138/0~3-8.3=138/Mechanical Me~ Horzl=112(toad case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD t-2=-88/57. 2-3=-104/93 BOT CHORD t-3=~24/34 NOTES 1) Wind: ASCE 7-98; g0mpfl; h=25ff; TCDL=6.0p~, BCDL--6.0psf; Catagory II; Exp C; enclosed: MV~FRS g~Dte end zone: canalever left and right exposed: end ve~dcal left and right exposed; Lumber DOL=1.33 plate grtp DOL=I LOAD CASE(S) Standard ' Job Tress 1'mss Type Qty --~y ' Silv~'~es J~)T~E~C~' .... 1000 r12 I~ 4.00 LOADING (pst~ SPACING 2-0-0 TCLL 20.0 Plates increase 1,15 TCDL 10.0 Lumber Increase 'L15 SCLL 0.0 Rep Stress Incr YES SCDL 10.0 C(3de iRC2000/TPI2002 LUMBER TOP CHORD 2 X 4 SPF No.2 SOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud WEDGE Left: 2 X 4 SPF Stud CSI DEFL in (loc) i/deft t Jcl PLATES GRIP TC 0,17 Ve~t(LL) -0.01 2-4 >999 360 MI~20 197/144 BC 0,14 Vert(TL) -0.02 2-4 >999 240 WB 0,00 HOrz(TL) 0.00 4 n/a (Matrix) Wirtd(LL) -0.00 2 >999 240 Weight: 15 lb BRACING REACTIONS (lb/size) 2=218/0-3-8, 4=126/Mechanica~ Max Horz2=123(Ioad case 5) 3) Refer to girder(s) for ff'~ss ~ tress connec~ons, ~'~ E~} _ M arcf)~_ .24 2005; J035 C/3J~b ~ ]~MS2 ~uss TY~ROOF TRUSS [QIy !Ply. Job~i'lv~h°me H~ L ~)~E I~iWIC K~Refereflce 8OT CHORD 2 X 4 SPF No,2 WEBS 2 X4 SPF Stud WEDGE Left 2 X 4 SPF Stud DEFL in 0oc) I/de9 ucl PLATES GRIP Vert(LL) -6.00 2-6 >999 360 Mil20 1971144 Vert(TL) -6.0't 2-6 >999 240 HO~z(TL) 0.00 5 n/e n/a V~rId(LL) 0.09 2 >999 249 We;gl~t 19 lb BRACING TOP CHORD Sheathed or 3JB-14 oc pullins, except end verticals BOT CHORD Rigid c~ing directly applied or 1 0-0-0 oc bracing REACllONS [lb/size) 5=127/Meobantcel. 2=218/0-3-5 Max Horz2=129(Ioad case 41 FORCES lb). Maximum Compress~on/Meximum Tensmn TOP CHORD 1-2=0/31, 2~3=-152/13, 3-4=*33/39, 4-5=-26/14 BOT CHORD 2,~--~57/90, 5-6=-51~9 WEBS 3-6=0/86. 3-5=-121/89 NOTES 1 ) Wind; ASCE 7-98; 90mph; h=25ft TCDL=6.0p~; BCDL=6.0psf; Category ii; Exp C; enclosed: MWFRS gable end zone: cantilever left LOAD CASE(S) Standard SI ~ H~- LOT ~3~DGW]C~ Job ~s~ Truss Type (~ ~ Ply 1805658~ J0350305 3 MONO TRUSS Job Reference CARTER-LEEBUILDINGCOMPONENTS MOORESVILLE IN~61-~ ......... 6.200sMar 52Q05 M~eklndL~Slnes. lnc. ThuMar2412:55:21 2005 Paget 1 5x4 3-8-14 1-{%9 3-8~14 Sca~e = 1:192 Plate Off~I2:O~2-10,0-170[ !'~)~. 10.0 Lumberlncrease 1.15 BC 0.t3 ! Vert(TL) -0.02 2-4- >999 240 BCLL 0.0 Rep Saess Incr YES BCDL 10.0 Code tRC2000/TPI2002 (Matrb0 Wind(LL) 0.00 2 **** 240 LUMBER TOP CHORD 2 X 4 SPF NO.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2X4 SPF StUd BRACING TOP CHORD BOT CHORD REACTIONS (th/size) 2=2~8/0-3-8. 4=t27/Mechamcal Max Horz2=140(te~d case 4) Max U ptift2=*68{ioad case 5), 4=-55(Ioad case 4) FORCES (lb) - Maximum Compressio~Maximum Tension TOP CHORD 1-2=0/35, 2-3=-96/75.3-4=-92J76 BOT CHORD 2-4=-27/41 NOTES 1) Wind; ASCE 7-98; 90m~h; h=25ft; TCDL=6.0Pef; BCDL=6~0PSf; Cet~ory t: Ex~ C: enclosed; MW~R$ gable end zone: cantilever left and ngflt exposea: end vet ticat lee and right exDosea: Lumber DOL=l.33 Hate gdP DOL=l.33. 2) This tress has been designed for a 10,0 pef boffom cflo~ I~,~ toaa nonconcurre~ with any other five lOads. LOAD CASE(S) Standard March Job .... ~Tru~ Truss Type Qty P~y --~o~ Hon~es - LOT 23 SED~" 2 LOADIN~(psf} SPACING 2q)~0 CSI DEFL m (loc) I/deft L/(~ PLA~E$ GRIP REACTIONS (lb/size) 4=138/Mechanical l=138/Mechanmal Max Horz 1 =120(IoarJ case 4} Max Upl~-62(;oad case 5) FORCES (lb) - Maximum Compressio~Maximum Tensmn TOP CHORD 1.2=-159/7, 2-3=-40/45. 3-4=-32/21 BOTCHORD 1-5=-641102 4-5=-58/85 NO'lES 1) Wind: ASCE 7~98; 90mph; h=25ft; TCDL=6.Opsf; BCDL=6.0psf; Cat~gory II; Exp C; enclosed; MVCFRS gable end zone cant]lever left and LOAD CASE(S) Standard J0350305 51 ROOF TRUSS CARTER. LEE BUfLDING COMPONENTS, MOORESVILLE IN. 46158 3 4,00 h2 5x8 MIl20 LOADING(pst) SPACING 2`0`0 CSl TCLL 20.0 Plates Increase 1.15 TC 0.95 TCDL 10.0 Lumber Increase 1,15 BC 0.84 1-17 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 SPF Stud *Except* DEFL in (icc) I/deft [Jd PLATES Vert(LL) -0.24 t5-16 >999 360 MIl20 Vert(TL) -0.61 15-10 >703 240 HorZ(TL) 0.37 10 nla I/~Ild(LL) 0.23 t5-16 >999 240 Weight: 175 lb BRACING TOP CHORD Sheathed. BOT CHORD Rigid cailiog dlrec~y applied or 7-2-t 5 cc oraciog WEBS 1 Rowat mldot 4-15.5-14 7-14 1971144 REACTIONS Ob/size) '=143710-3-8. 10=1508/0-5-8 Max Horz 1 =-3930oad case 3) Max U plhTl=-i99(Ioad case 5), 10=-254(IOad case 6) FORCES (lb) - Maximum Compression/Maximum Tensa~n TOP CHORD 1-2=.41491692.2-S.~31121547, 3'4=-30611557,4~5r-'1679/301, 5 6=-1179/343. 6''7='1614/'393' 7.8='201514t9' 8-9=.2117/383.9-t0~-2239/306, 10-11=0/33 BOTCHORO 1-17=.719/3517 16~17=-655/3242 15-16=-514/2803. 14-15=-124/1303 13.t4---6911422. 12-13=-69/1422. 10-'J2-~116/1766 NOTES LOAD CASE(S) Standard STATE OF ~ q:~ March 2~, 2~5' SIA ROOF TRUSS LEE BUILDING COMPONENTS, MOORESVlLLE , IN. 46158 ~ ' PI~ ~SJJverthome Homes - LOT 23 SEDGWICK LOADING (psf) 8PACING 2-5-0 CSI TCLL 20.0 Plates Increase 1.15 TC 0.95 TCDL 10.0 Lumber Increase 1.15 BC 3.84 DEFL in [icc) Irdefl lJd PLATES GRIP Vert(LL) -0.24 15-16 >999 360 MIl20 197/144 Vert(TL) -5.61 15-16 >703 240 Ho~z(TL) 0.37 10 tva n/a Wiod(LL) 0.23 15-16 >999 240 V~e~ht~ 175 lb BRACING TOP CHORD Sheathed. BOT CHORD R~gid ceding directly applied or 7-2-15 oc bracing. REACTIONS (th/s~ze} 1=1437/M~chanlcal. 10=1508/0-3-8 Max Horz 1=-393(IOed case 3) Max Uplthl=-199(Ioad case 5), 10~-254(Ioaci case 6) FORCES (lb) - Maximum Compression/MaxJmum Tens~n TOP CHORD 1-2---41491692.2-3=-3112/547. 3-4=-3061/557.4-5=-1679/301.5-5=-1179/343 6-7=1614/393. 7-5=-2015/419. WEBS 2-17=-203/1214 2-16=-1073/310, 4-16=-346/1779-4-t5='1795/470- 5-15=-74/514, 5-14---657/280, 6-14=-289/1225. NOTES t ) Unbalanced roof live loads ~ve been considered fo~ this design 2) Wind: ASCE 7-98; 90mph; h=25ft TCDL=6.0PSf; BCDL=6.0pSf; Card,gory II; Exp C; enclosed; MWFRS gat~e end zone: cantilever left ano right expose(~: end vertical left and right expossd; Lumber DOL=1.33 plate gn~ DOL=I 3) This tru SS has been d~signed for a 10.0 psf bottom chord we Ioaci nonconcument with any otl~er Bye loads. 4) Refer fo girder(s) for tress to tr~ss connections, . LOAD CASE(S) Stanclard D~r;E R _ t E~ BUiL"~NG--~OMPON ENTS, MOORE SV~LLE IN 46158 S~,~srthome ~omes - LOT 23~G~ TCLL 20.0 Platesi~mase 1.15 TC 0.95 Ve~(LL) -0.23 17-t8 >999 360 Mil20 197/144 TCDL 10.0 Lumbermcmase t.15 BC 0.78 VeA(TL) -0.61 17-18 >7~ 240 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD BOT CHORD 2 X 4 SPF No.2 *ExcePt' BOT CHORD 1-19 2 X 4 SPF 1650F t~5E WEBS WEBS 2 X 4 SPF NO.2 *Except' 2-19 2 X4 SPF Stud. 2-18 2 X 4 SPF Stud 4-19 2 X4 SPF Stud 4-17 2 X 4 SPF Stu~. 8-13 2 X 4 SPF Stud 10-13 2 X 4 SPF Stud Sheathed, Rigid ceili~3g directly apl)tied or 7*4-3 oc bracing. I Rowat midp! 4-17 5-16.8-15 REACTIONS (lb/size) 1=1437/Mechanical 11=15081C~3-8 Max HOFZ 1=-379(Ioad c~se 3) LOADCASE(S) StandanJ ~ · ~ ~ ~ ~ ~ARTER - LEE BUILDING C~P~J~=~S ~ S~iE~ ~1~ ~ rm~ TyI~ .... ~ly -PJy ~Sil~e H~e~- LOT 23 SEDGWICJ~ ' 'i JSO5659~ 5x8 MIl20 5 6 -3-0], [5:q~,~-t2.0-2-~.7_.o-o~J. [~4:0-4-0.~ . ._ == LOADING(pst) SPACING 2~-0 csI DEFL in (ioc) I/deft L/d PLA1~S GRIP TCLL 20.0 Plates Increase t.15 TC 0.95 Ver~LL) -0.23 15 >999 360 Mil20 1971144 t.15 BC 0.83 Vert(TL) -0.60 14-15 >725 240 TCDL 10.0 Lumber Increase BCLL 0.0 Rep Stress Inc.~ YES ~ 0.76 HoFz(TL) 0.37 9 REACTIONS (lb/size) l~1437/MechanicaL 9=1508/0~3-9 Max Horz 1 =-327(10ad case 3) Max Uplift1 =-180(ioad case 5), ~234 (Iosd case 6) FORCES (lb)- Maximum Compressiob/Maximum Tension TOP CHORD 1.2=.4148/585, 2-3=-31 t4/467 3~4=-3063/477, 4-5=-1671/269, 5-6=-1278/254. 6-7=-1529/255. 7~8=-1657/21 I. 5-9=.2220/263, 9.10=9/33 BOTCHORD 1-t6=-587/3516.15-16---532/3242. 14-15---410/2801.13-14=-133/1278 12-13~5811737.~ 1-12=-50/1737 9-11~-59/1737 WEBS 2-16=-166/1211.2~15=-1067/264, 4-15=-268/1763 4-14=-t794/438. 5-14=-681505. 5-13=-181/195. 6-13--~58/51 o, NOTES dght exposed; e~d '~flcat left and r~ght exposed; Lumbel DOL=1.33 p~ata grip DOL=1.33. 3} Provide adequate drainage to prevent water podding. 5) Refer to girder(s) for ~uss t~ m~ss connections. LOAD CASE(S) Standard Scale = 1:791 GRIP 1971144 LOADING(psf) SPACING 20.0 CBI DEFL in [loci i/deft TCLL 20,0 Plates Increase 1,15 TC 0.94 Vert(LL) -0.23 21 >999 360 TCDL 10,0 Lumberlncrease 'i,15 BC 0.78 VerJ(TL) -0.58 20,21 >741 240 BCLL 0.0 Rep S~ess Incr YES VVB 3.77 Horz(TL) 0.36 12 n/a n/a BCDL 10.0 Code tRC2000/TPI2002 (Matrix) Wind(LL) 0.23 20-21 >999 240 LUMBER BRACING TOP CHORD 2 X4 SPF No.2 TOP CHORD Sheathed. BDT CHORD 2 X 4 SPF No,2 *Except* 1-22 2 X 4 SPF t650F 1.5E 2 X 4 SPF Stud *Except' 6-17 2 X 4 SPF No.2, 7-17 2 X 4 SPF No.2 BDT CHORD RJgicJ ceiling direcSy applied or 7-3-10C bracing, WEBS REACTIONS (t~size) t=14371MechanicaL 12=1508/0,3~ Max Horz 1 =-322(IOad case 3) Max Upli~l=-228(ioa= case 5), t2=-248(ioad case 6) FORCES (lb) -Maximum Compression/Maximum Tension TOP CHORD 1.2=.4155/745, 2-3=-3106/609, ;~4=-1874/382. 4-5=-t 521/371. 5-6=-1543/328. 6-7=-1355/313. 7-0=.1707/372, B-9=-1417/302.9~10=-1695/298, 10-11=-t797/262. 11-12=-2259/291, 12-'{3--0/33 BDT CHORD 1~22=-722/3523, 21-22---659/3247. 20-21---488/2755,19-20=-177/1567-18.19=-169/1487. 17-18=-146/t544, LOAD CASE(S) Standa~ LOADING (pst) SPACING 2-0-0 CSl TCLL 20~0 Plates Increase 1.15 TC 0.79 TCDL 10,0 Lumber Increase t.15 BC 0.55 BCL[. 0.0 Rep Stress Incr YES ~ 0.85 BCDL 10.0 Co~e IRC2000/TPI2002 (Ma~x) LUMBER TOP CHORD 2 X 4 SPF No2 EOT CHORD 2 X 4 SPF Nc 2 WEBS 2 X 4 SPF Stud *Except' 5-15 2 X4 SPF No.2 DEFL in (loc) Ilde{1 L/ti PLA3ES GRIP Vert(LL) -0.13 16 >999 360 MIl20 197/144 Ve~t(TL) -0.36 16-17 >999 240 Ho~z(TL) 0.17 9 r~a n/a Wind(LL) 0.12 16 >999 240 Weight; "[99 lb BP, ACING TOP CHORD EOT CHORD WEBS R - LEE BUILDING COMPONENTS. MOORESVILLE , IN. 46158 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF NO.2 WEBS 2 X 4 SPF Stud *Except' 1-18 2 X 4 SPF No.2. 6-14 2 X 4 SPF No.2 MiTek 9~U~M~2~:24 20G5 Pa~ 1 LOADING (psf) SPACING 2-C-0 CSI DEFL in {.loCi I/deft Ud PLA31~S GRIP TCDL 10.0 Lumberlnc~eese 1.15 BC 0.74 Vert(TL) -0.52 16-17 >823 240 BCLL 0.0 Rep Stress lnc~ YES W~ 0,66 Hor~(TL) 0.24 9 nm n/a BCDL 10.0 Code IRC2000/TPI2002 (Mat~x) ~nd{LL) 0.19 16 >999 240 REACTIONS (Ib/s~ze) 19=1437/Mechan~=aL 9=1508/0-3-8 Max Horz 19=-406(IOad case 3) Max Upfiftlg=-235(icad case 5), 9=-247(Ioad case 6) I ) Unbalanced roof live loads haVe been considered for 61is design. 2) %~nd: ASCE 7-98 9Omph; h=25ft; TCDL=6.0psf; BCDL=6.0Psf; Cafogo~y ti; Exp C; encJosed: MWFRS gable end zone: cantilever taft and right exposed; end vertical left and fight exposed; Lumbar DOL=1.33 plafo gf,~ DOL=1.33 3) Provide adequate drainage to prevent water pondlng. 4) This t~USS has been designed for a 10.0 psf bottom chord live I~ad nonconcurrent wf~ any other live ~oads. March ?~ Silve~nome Homes - LOT 23 SE~3WICK Job Referen~ (qlY~..ofl_a)~ 6 Offsets (x~y): LOADING (ps0 SPACING 2-0-0 CSI TCLL 20.0 Plates increase 1.15 TC 0.81 TCDL 10.0 Lumber Increase t.15 BC 1.o0 DEFL ~n (10c) I/de8 LKI PLATES GRIP Ve~1(LL) -0.53 18 >821 360 MIl20 197/144 Vert(TL) -1.32 t8 >328 240 Mlt20H 148/108 Ho;z(TL) 0.57 10 n~a n/a MIHSH 141/138 Wind(LL) 0.49 18 >881 240 Weight: 176~b BRACING TOP CHORD Sheathed or 2-2-00C purhns, except end vertiCalS BOT CHORD Rigid ceamg direcl~y applied or 1-4-12 oc bracing. VVEBS I Row at mtdp! 5-16.7-16 REACTIONS (Ib/s~ze) 2!=1437/Mechanical I0=1508/0-3-8 Max Hor~ 21 =-379(IOad case 3) Max Uplift21 =-231(lOad case 5), 10=-248 load c~se 6 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1~21=-1371/288, 1-2-~5303/922 2-3=~6405/1048, 3-4=-6405/1048 4-5-~2525/381. 5-6=-1674/313. 6.7=1653/339 BOT CHORD 20-21~270/358.19-20~975/5417. 18-19=-870/5418 17.18=-88t/5448.16-17=-283/2056. 15-16=-108/1699, NOTES 7) Refer to girders) for truss to t~uss connec~ons. . ..... LOAD CASE(S) Stancia~ LOADING(pst) SPACING 2-0~ CSI TCLL 20.0 Plates Increase 1.15 TC 0.49 TCDL 10.0 Lum0er In~-ease 1.15 BC 0.32 BCLL 0,0 Rep Stress InCr YES ~ 0.11 SCDL 10.0 Code IRC2000/TPI2002 (Matrix) LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud WEDGE Left: 2 X 4 SPF Stud SLIDER Right 2 X 6 SPF NO.2 3-10-8 REAC3]ONS (~b/size~ 5=481/0-3-8, 2=556/0,~'8 Max Horz2=184(toad case 4) Max Upliils=-56(laad case 6), 2=-115(load case 5) FORCES (it)) - Maximum Compression/Maximum Tension SOT CHORD 2~6=-12/322.5-6=-12/322 WEBS 3-6=0/273 LOAD CASE(S) Standard i job [¥~ ~ Truss Type iOty [p~; ~h/~ ~ LO~ED~ 3 ~ j J L ~ Job Reference ~o~lJ~J] Tnu Mar 24 12:55:25 2005 Pag~ i LOADtNG (psf) ] SPACING 2"8-0 CSl ' TCLL 20.0 ~ PJatus Increase 1 .'J5 TC 0.46 TCDL 10.0 Lumber Increase 1.t5 BC 0.73 BCLL 0.0 [ Rep Stress lncr YES ~ 0.55 BCDL 10.0 [ Code IRC200b/TPI2002 (Matrix) LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud *Except' 5-14 2 X 4 SPF No.2. 6-14 2 X 4 SPF No.2, 7-14 2 X 4 SPF No.2 DEFL in [Iocl I/de6 L/d PLATES GRIP Vert(LL) -0.17 10-12 >999 360 MIl20 197/144 Vert(TL) -9.49 10-12 >884 240 HoFz(TL) 0.12 19 nla n/a V91od(LL) 0.11 2-16 >999 240 Weight: 160 lb BRACING TOP CHORD Sheathed or 3-5-8 oc Dumns BOT CHORD Rigid ceiling dlrec6y appl~(I or 0-7-3 oc bramng WEBS I Row at midpt 5-14.7-14 REACTIONS (lb/size) 2=1507/0"8-8, 10=1507/0-0-8 Max Horz2=*383(Ioad case 3) FORCES (lb) - Maximum C0mpress~on/Maximum Tensmn TOP CHORD 1-2=0/33.2-3=-2196/316.3-4=-2001/313.4-5=-1896/349, 5-8=-1402/336. 6-7=-1402/336. 7"8~1896/349. B-9=-200t/3t3, 9.t0-~2196f3~7. 10-11=0/33 NO3~S right expOSed endve~Jcatleftanddghtexposed;LumberDOL=1.33plategrtp DOL--1,33. LOAD CASE(S) Stunda~d LOADING(psf~ SPACING 2~0~) / CEE DEFL iD (loc) i/deft L/d PLATES GRIP iCLL 20.0 P~at~s iric~ease 1.15 TC 0~65 Vert(LL) -0.10 2-6 >999 360 M~I20 197/144 TCDL ~0.0 Lumberlnctease 1.15 BC 0.57 Ver~(TL) -0.26 2-6 >729 240 BCLL 0.9 Rep Stress lnc~ YES WB 0.15 Horz(TL) 0.01 4 hie nla LUMBER BRACiNG TOP CHORD 2 X4 SPF No.2 TOP CHORD Sheathed or 6-0-0 oc pu~ms. SOT CHORD 2 X 4 SPF No.2 BDT CHORD Rigid ceiling directly appl~d or 10-0-0 cc bracing. W~BS 2 X 4 SPF Stua W~DGE Left; 2 X 4 SPF Stud, R~ght: 2 X 4 SPF Stud REACTIONS (lb/size) 2=695/0-3-8, 4--695/0-3-8 Max HorZ2=-219(ioad case 3) Max Uplfft2=-~ 31 (load case 5), 4~--131 (load case FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/33, 2.3=-717/152 3-4=-7t7/152.4-5=0/33 BDT CHORD 2-6=-10/438.4-6=d 0/438 WEBS 3-6=0/376 NOTES LOAD CASE(S) ~0350305 T4 [ ROOF TRUSS [ 1 I Plate LOADING (psf) SPACING TCLL 20.0 ~ates Increase t .15 TCDL t0.0 Lumber increase 1.15 UMBER TC 0.60 BC 0.74 WB 0.~2 (Matrix) DEFL n (Icc) J/deft L/d PLAIES GRIP Vert(LL) -0.22 7~ >999 360 ~41i20 ~ 97/144 Vert(TL) .0,64 7-8 >546 240 HOrZ(TL) 0.07 7 n/a n/a V~nd(LL) 0.18 1-10 >999 240 Weight: 111 {b BRACING TOP CHORD Sheathed or 3-8~10 CC purlms, BOT CHORD RigkJ ceiling directly applied or 10-0-0 CC bracing REACTIONS (lb/size) 1=116510-3.8. 7=1165/0-3-8 Mex Horz. l=-30g(losd case 3) Max U~liftl =-162(Ioad case 5). 7=-162(k~ad case 6) FORCES (~b) - Maximum Compassion/Maximum Tension ..... NLarch 8.00 12 5 1.5x4 MI)213 ~-~ LOADING (psf) :~PACING 2-0,-0 TCLL 20.0 Prates Increase 1.15 TCDL 10.0 Lumbe~ InCrease 1.15 BCLL 0,0 ReD Stress Inc~ YES BCDL 10.0 Code IRC2000frPI2002 LUMBER TOP CHORD 2 X 4 SPF NO,2 BOT CHORD 2 X 4 SPF No,2 WEBS 2 X 4 SPF No,2 *Except' 3.t2 2 X 4 SpF Stud, 7-10 2 X 4 SPF Stud CSI DEFL n [10c) I/deft LJd PLATES GRIP TC 0.59 Vert(LL) -0.22 2-~2 >999 360 MIl20 197/144 BC 0.73 Vert(TL) -0.63 2-12 >555 ;240 ~ 0.40 Horz('rL) 0.07 9 n/a fda (Mabix) W{nd(LL) 0.15 2-12 >999 240 Weight:1141b BRACING TOP CHORD Sheau~cl or 3-7-1 oc pudins. BOT CHORD Rigid cei{iog direcUy applied or 1C-O-0 oc Draci~Ig. REACTIONS (Ih/size) 2=1234/0-3-8.8=1234/0.3-8 Max Horz2=312(lOad case 4) Max U¢ift2=~216(loed case 5). 8=-216(10ed case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/33.2-3~-1099/243. 3-4=-1504/292.4~5~-13781335, 5~6=~1378/336.6.7=-15041292 7-8~1699F243 8-9=0/33 J~b ~ Tm~-Type ...... ~ '~ Sl~ver tlmme Homes - LOT 23 SEDGWICK 18056603 8 I LOADING(psf) SPACING 2-0.0 CSI DEFL in (loc) i/deft L/¢ PLATES GRIP TCBcLL 20.0 Plates Increase 1.15 TC 0.60 Vert(LL) -0.22 8-9 >999 360 MI120 197/144 TCDL 10.0 , Lumber increase I 15 BC o.74 Vert(TL) -O.64 8-9 >547 240 BCLL 0,0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.07 8 DL 10.0 ~ C~de IRC2000/TPI2002 ~Matrix) WInd(I.L) 0.17 8-9 >999 240 Weight: 112 ~b LUMBER BRACING TOP CHORD 2 X4 SPF NO.2 TOP CHORD Sheathed o~3~5,11 oc Punms. BOT CHORD 2X4 SPF No 2 BOT CHORD Rigk~ ceiling d~rectly appbed °r 10'C~0 oc bra~irtg, WEBS 2 x 4 SPF NO,2 *Except' 3-t 1 2 X 4 SPF Stud. 7-9 2 X 4 SPF Stud REACTIONS (lb/size) 2=1235/0-3-8, 8=t164/Mechanmal. 8=11ecl/Mechanicat FORCES (ih) - Maximum CompmssionlMaximum Tefls~on WEBS 3-11=-401/311, 5,11=-188/641 5-9=-196/648 7-9---405/315 NOTES LOAD CASE(S) Standard J0350305 T4C ROOF TRUSS I I I LUMBER TOP CHORD 2 X4 SPF No.2 BOTCHORD 2X4SPF No,2 WEBS 2 X 4 SPF No.2 *Except' 3-11 2 X 4 SPF Stud. 7-9 2 X 4 SPF Stud DEFL in (loc) I/del L/d PLATES GRIP Vert(LL) -0.22 8-9 >999 360 MIl20 197/144 Vert(TL) ~).64 8-9 >547 240 HOrZ(TL) 0.07 8 n/a n/a V~nd(LL) 0.17 8-9 >999 240 V~ght: 112 lb BRACING TOP CHORD Shea~e~t or 36-11 oc purhns. BOT CHORD Rigid ceiling direc~y applied or 10-0-0 oc b~acing REACTIONS (lb/size) 2=1235/0-3-8. 9=1164/0-3-8 Max Horz 2=3~2(10ed case 4) Max Uplift2=-216(Ioad case 5). 8=~161(10ed case 6) FORCES (lb) - Maximum Comr~ression/Maximum Tensmn dghtexposed endverUca leftanddghtexpose~; Lumber. DOL=l.33plategripDO~=l.33, I ds Merch 2~:2~ ~ ~late Offsets (X,Y): [1:0-2-1,00r1-8], [3~0-4~ LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 C$1 DEFL in (loc) i/deft L/a PLATES GRIP P~ates Increase 1.15 TC 0.25 Vert(LL) -o.02 1-4 >999 360 MIl20 197/144 LumberlnCmaSe 1.15 BC 0.27 Vert(TL) -0.05 1-4 >999 240 Rep S13'ess inc~ YES ~ 0.09 Horz(TL) 0.01 3 n/a n/a Code iRC2000/TPr2002 (Mabix} ¥~tld(LL) 0.02 1..4 >999 240 Weight: 27 lb LUMBER BRACING TOP CHORD 2 X 4 SPF NO.2 TOP CHORD EOT CHORD 2 X 4 SPF NO.2 BOT CHORD WEBS 2 X 4 SPF Stud REACTIONS {lb/size) 1=388/C-3-8 3=358/~3-8 Max H orz 1--47(Iraqi case 5) Max Upl~[tl=-59(Ioad case 5), 3=-56(tsad case 6) FORCES (lb) ~ Meximum CompmssionlMaximum Tension TOP CHORD t-2=-562/88. 2-3=-566/92 EOTCHORD 1-4=-41/445. 3.4=-41/445 WEBS 2-4=0/229 NOTES LOAD CASE(S) Stan~an~ Job~ TIUSS Truss T~e --- ~ r P~ Siivefthom~ ~l~les - L~'~3 SEI~VI~K 1805660~ J0350305 T5A ROOF TRUSS 2 LOADING (psf) SPACING 2-0-0 CSl TCLL 20.0 Plates Increase 1.15 TC 0.25 TCDL 10.0 Lum0er Increase 1.15 BC 0.27 BCLL 0.0 Rep S~ess Incr YES I/VIB 0.09 BCDL lO.0 Cade IRC2000/TPI2002 (Matrix) LUMBER TOP CHORD 2 X 4 SPF NO.2 BOT CHORD 2 X 4 SPF NO,2 ~"¢E BS 2 X 4 SPF Stud DEFL in (loc) I/deft L/d PLATES GRIP Vert(LL) ~0.02 1-4 >999 360 MIl20 197/144 Vert(TL) -0.05 1-4 >999 240 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2---562/88 2-3=-566/92 BOT CHORD 1-4---41/445, 3-4=-41/445 WEBS 2-4=0/229 LOAD CASE(S) Standard Scale = 1:719 4 2 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No,2 DEFL in (loc) I/deft L/d PLA~E$ GRIP Ve~t(LL) -0.02 8-9 >999 360 ~tl20 197/144 VeC(TL) -0,05 9-11 >999 240 Horz(TL) 0.01 B n/a n/a V~nd(LL) 0.02 11 >999 240 Weight 1161b BRACING TOP CHORD Sheathed or 6-0-0 oc pudins except end vertlcals. BOT CHORD Rigid ceiling directly apphed or 10-0.0 oc bracing REACTIONS (tb/sizel 13=894/0-3-8. 8=894/0-3-8 Max HOFZ 13=356(10ad case 4) Max U~i¢~l 3=-142(Ioad case 5), 8=-142(ioad case 6) FORCES (lb)- Mmdmum Compression/Maximum Te~smn TOP CHORD 1-2=0/44, 2.3=-809/157, 3-4~648/238 45=-648/238 5-6=-809/156, 6-7=0/44, 2-13=-8381170 6-8=-838/170 WEBS 3-12=-61/91 3-t1~-224/218. 4-11=-152/425, 5-1t~-224/218 5-9=-61/91, 2-12=0/493. 6-9--=-0/493 NOTES LOAD CASE(8) Standard Job Reference (op ktk2~ ¢). 2 LOADING (psf) '~PACING 2~-0 I CSI TCLL 20.0 [bP Plates lilcmase 1.15 TC 0.67 TCDL 10.0 Lumber tecmase 1.15 BC 0.14 BCLL 0 0 I Rep Stress lnc~' YES V~ 0.37 BCDL 10 0 ~ -Code IRC2000FrPI2002 (Matrix) LUMBER TOP CHORD g x6 SPF No.2 BOT CHORD 2 X 10 SYP 2250F 1.9E WEBS 2 X 4 SPF Stud I Vert(LL) -0.07 15-16 >099 360 I Vert(TL) -0.14 15-16 >999 240 [ HO~Z(TL) 0,01 t2 n/a n/a ~.(LL) o.c~ ~6 >900 240 PLATES GRIP BRACING TOP CHORD Sheathed or 5~-3 oc podins, excep~ end ve~cafs BOT CHORD Rigid ceding direc'dy applied or 1 ~ OC bracing. REACTIONS 0b/sfze) 18=1260/0-3-8. 12=1268/6~f-8 Max Horz 18=340(Ioad case 4) Max Uplift18~82(lood case 5), 12=-82(]oad case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/44. 2.3=-10~6/76.0-4~-1256/132, 4-5=-600/145.5-6--~3/622, 6-7=-63/322.7-8=-800/145.0-9=-1256/132, 9-10=t096/77.10-11=0/44.2-18=~1176/109 t0-12=-1176/169 BOT CHORD 17.16=.299/332.15-17=-156/616, 15-16=0/842. 14-15=0/616. 13-14=0/616, 12-1 -3=-4/47 VVEBS 5-19=-1303/233.7-19=-1303/233, 4-16=-10/527. 8-15=-19/527, 3-17---422/82. 9-13---422/84, 3-16=-142/246, 9-15~-140/247 LOADCASE(S) Standard Design vo~ f~r u~e only wi h ~ek co~meck~cs.T~ deCg~.i~ b~ed only uporI p~romefe~ showr*, e~cl. ~ on m~r~c~vol ~,~,r~g c~.~Pc~nr~own ~j~ ........ T~ ]Tress Type Qty Ply 11 Sil~erthome ~- ~OT ~3 §~;)GW1CK 1805660~ JQ350305 _iT8 ROOF TRUSS t ~job Refen~ce (op~on~ CAR3~R. LEE BUILDING COMPONENTS. MOORESVILLE N ~481- 58 ..... 6i~sMar 52005M~Tek Indust~es. nc. ThuMar2412:55:292~05 Page1 ING(ps~ SPACING 2-0-0 CSl DEFL in (loc) f/deft L/d PLATES GRIP TCLL 20.0 I Plates r~cmase 1.15 TC 0.43 Vert(LL) "0.05 9-11 >999 360 MS20 t97/144 TCDL 10.0 ' LumbeHncrease 1~15 BC 0.50 Ve~t(TL) -0. t7 9-11 >999 240 BCLL 0.0 ] Rep Stress locr YES ~ 0.73 H~Z(TL} 0.04 6 n/a hie B~CDL 10.0 Cooke ~RC2000/TPi2002 ~Matdx) Wlnd(LL) 0.05 9-11 >999 240 ~gl3t: 111 lb LUMBER BRACING TOPCHORD 2X4SPFNO~2 -OPCHORD Sheat~3edorS-l~40cpuriins, exceptend ved~ats BOT CHORD 2 X4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10q~0 sc bracing VV~BS 2 X4 SPF Stud *Except~ WEBS 1 Rowat midpt 3-12. 1-13 2~t2 2 X4 SPF NO.2 REACTIONS (Ib/s~ze) 13=858/Mechanical, 6=931/0-3-8 Max Horz 13---424(load case 3) FORCE6 ({b) - M~xtmum C0mpressbn/Maxi~um Tension TOP CHORD 1.2-.~533/204.2.3=-557/175~ 3-4=-1105/178.4~5=-1074/177.5-6=-1305/180, 6-7=0/33~ 1-13---805/183 BOT CHORD 12.13=-213/371.11-12--0/842, 10-11=-184/1646.9-t0-~104/1646,8-9='178/1654 6-8=-59/1012 WEBS 2.12=-S4/260. 3-12=-645/261, 3-11=0/427. 4-11 =~834/248, 4-9=0/214.4~8=-024/171, 5"0=-142J727, 1-12=-941544 ~R - LE~ ~0~G ~(~,IP~ENT~' ~,~O~ESVILLE IN. 46158 6.200 S t;~a~00~M~:~ek industries, t~c. TI~ Mar 24 2:55:29 2005 Page I 5x4Mll2C 9 8 7 6 3x6 MIl20 LOADING(ps~ SPACING 2-0-0 C$1 DEFt. n {loc) I/deft L/d TCLL 20.0 Plates increase 1.15 TC 0.15 Vert(LL) nla rile 999 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD SOT CHORD 2 X 4 SPF No.2 SOT CHORD WEBS 2 X 4 SPF Stud OTHERS 2 X 4 SPF Stud PLATES GRIP REACTIONS (lb/size) 9=136/15.8-3.5=167/15-8.-3.7=244/15-8-3, 8=293/15~3, 6=370/15~-3 FORCES Ob) - Maximum Compressio~Ma,,dmum Tension ~ STATE OF _ .Mar~2~.g005 t.5x4 Mil20 3 5 ~.OA~iNG(ps~ SPACING 2-00 CSI DEFL ~n (lOCI I/deft IJd PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.17 VePt(LL} n/a - n/a 999 MIl20 197/144 FORCES (lb) - Maximum Compression/Maximum Tension BOT CHORD 1-8=-38/100, 7~f1~-38/100, 6-7-~-38/100, 5-6=.38/100 WEBS :~7=-t72/7 2..8.~-227/214, 4,,6~-227/214 LOAD CASE(S) Standard J0350305 ~/3 ROOF TRUSS 1 Job Reference ~) 3 IiOADING (psf) CLL 20.0 TCDL 10.0 BCLL 0.0 CDL 10,0 SPACING 2-0.0 CSI DEFL in (.loc) I/del L~d PLATES GRIP Plates Increase 1.15 TC 0.18 Vert(LL) n~a * n~a 999 M~I20 197/144 Lumber InCrease 1.15 BC 0,09 Yert(TL) n/a · n/a 999 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 5 n/a r~a Code IRC2000/TPI2002 (Matnx~ Weight: 33 lb BRACING TOP CHORD Sheathed or 6~0-0 o¢ puffins. BOT CHORD Rigid ceding directly appl~ or 10~--O oc bracing. LUMBER TOP CHORD 2 x 4 SPF No,2 BOT CHORD 2 x 4 SPF No.2 OTHERS 2 X4 SPFStud Max Uplift1 =~84({eod case 3), 5=-59(Ioad case 4), 9=-t 76(Iood case 5), 6=-175(10ad case 6) NOTES Aght exposed; end vertical left and dght exposed; Lumber DOL=1.33 iflate gdp DOL=1.33. b up.at ont8 and 175 lb upilft at oint6. ¥ March 24 2005 IIIlI I Job Truss T[uss Type SiNerll',cme Homes - LOT 23 SEDGWICK 18o5~13{ V4 ROOF TRUSS I I Job Re_f~ CARTER - LEE 8UILD~NG COMPONENTS, MOORESVlLLE, IN. 46158 6,200 ~ ~} 5 2005 MiTek nduStdes','~ ~'-~a~ 24 12:55:30 2005 Page{ 1 LOADING(psf) SPACING 2-0-0 CSI DEFL m (loci Fdefl Lrd PLATES GRIP TCLL 20.0 Plates increase 1.15 TC 0.20 verl(LL) n/e n/a 999 MIl20 197/144 TCDL 10.0 Lumber Increase 1.15 iBC 0,13 Vert(TL) n/a n/a 999 BCLL 0,0 Rep Sb-ess Incr YES VV8 0.04 Ho~z(TL) 0.00 3 n/a n/a BCDL 10.0 Code IRC2OOO/TPI2002 (Matrix) VVeight 22 tb LUMBER BRACING TOP CHORD 2 X4 SPF No.2 TOP CHORD Sheag~d or 6.C-0 oc pu,ms. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceili~lg directly aplflied or 10-0-0 oc bracing. OTHERS 2 X4 SPF Stad Max Uf~iftl =-38(load case 5), 3=-47(~0ad case 6) FORCES (lb) - Maximum Compression/Ma.,dmum ~rens~on NOTES LOAD CASE(S) Standard 7 Q~ Ply Silve~t~es - LOT ~;~ ~EDGWlCK 18056614 I LOADING (pst) SPACING 2-00 TCLL 20 0 Plates Increase 1.15 TCDL 10.0 Lumber InCrease 1.15 BCLL 0.0 Rep Stress Incr YES ~L 10.0 Co~le IRC2000/TPI2002 LUMBER TOP CHORD 2 X 4 SPF No,2 BOT CHORD 2 X 4 SPF No.2 OTHERS 2 X 4 SPF Stud {Jd esi DEFL tn (loc) I/rle0 TC 0 06 Vert(LL) n/a - b/a 999 SC o.o4 Vert(TL) n/a - n/a 999 I ~ 0.02 Ho~(TL) o.oo 3 n/a n/a BRACING TOP CHORD Sheathed or 4-4-0 oc purlins SOT CHORD Rigid ceiling direc~y applied or 10~0 oc bracing, PLATES GRIP MIl20 197/144 Weight: 12 lb REACTIONS (lb/size) 1=82/4~-0. 3=82/4-4-0. 4=119/4-4-0 Max HOrZ 1=-46(Ioed case 3) FORCES (lb)- Maximum Compmssion/Maxlmum Tens~3fl TOP CHORD 1-2=-52/33, 2-3=-$2/26 LOAD CASE(S) Standard :~pP~cabi"iy o desig~r~en e~ Qnd propertncor~..~ ?n o~ component, r~spons:~ of t~,k~ {~'esigner - no[l~ designer. ~. ~g s fh~h~ 1.5x4 MJJ20 2 7-11-2 LOADING(pst} SPACING 2'0-0 TCLL 20.0 Piales increase 1.15 TCDL 10.0 Lumber increase 1.15 BCLL 0.0 Rep Stress In~ YES BCDL t 0.0 Code IRC2000.r)'PI2002 LUM~ER TOP CHORD 2 X 4 SPF No.2 8OT CHORD 2 X 4 SPF No.2 VVEB$ 2 X4 SPF Stuo OTHERS 2 X4 SPFStud CSl DEFL ~n (k~C) ~ L/a TC 0.52 Vert(LL) nla - n/a 999 BC 0.15 Vert(TL) ~m - n/8 999 WB 0.10 HOrZ(TL} 0.00 4 n/a nla (Matrix) PLATES GRIP Weight 30 lb BRACING TOPCHORD BOTCHORD REACTIONS (~b/size) 1=102/7-1t-2.4=t19/7-11-2. 5=369f7.11-2 Mex Horz I=255(10ad case 4) Max U pliftl =~46(load case 3), 4=-67(10ad case 4), 5=-214(ioad case 5) Max Gravl =144(toad case 4), 4=119(load case 1). 5=369(ioad case 1) FORCES (ih) - Maximum Compress~Maximum Tension TOP CHORD 1-2=-232Y144 2-3=-t 24/118. 3-4=-93/85 8OT CHORD 1~5=-52/80 4-5=-52/80 WEBS 2-5=-277/27C NOTES 1} Wind: ASCE 7-98: 90mpfl; h=25ft TCOL=6,00sf: BCDL=6.0psf;, CategoPy il; Ex)) C: enclosed; MWFR$ gabie eod zone; cantilever Jeff and right expose(I end vertical left and right exposed: Lumber DOL=1.33 plate gnp DOL=1.33. 2) This b'uss has b4~en designed for a 10.0 Dsf bottom chord live foad nonconcurrent with any oteer live foads LOAD CASE(S) Standard CAr~R~ LEE B01~)~NG COM~O~N~O0~[SV~/N ~8 6.200s~: 5 2005 Ml~:~s.t~tc. ~r 2412:5~:~:i~ge~1 3 LOADING (pst) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-00 PJates Increase 1.15 Lumber Incnaase 1.15 LUMBER TOP CHORD 2 X 4 SPF No.2 SOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud OTHERS 2 X 4 SPF Stud I TC 0.31 Ve~t(LL) rda - n~a 999 MIl20 197/144 / ~ 0.09 Horz(TL) 0.00 4 n/a n/a BRACING BOT CHORD Rigid ceding dimCtiy appl~d or 10~-0 oc bracing. REACTIONS lb/size) 1=19/6~3-14, 4=126/6-3.14, 5=318/6-3-14 Max Horz 1=196(Ioad case 4) Max Upliftl=-sg(Ioact case 3), 4=-59(Ioad case 4) 5=-184(~oad case 5) Max Grav1=125(Ioad case 4), 4=t26(]oad case 1), 5=318(Ioac case 1} FORCES (lb) - Maximum Compression/Maximum Tens=n TOP CHORD 1-2=-196/115. 2~3=-111/96.3-4-~-94/78 SOT CHORD 1-5---41/62 4-5---4t/62 VVESS 2-5=-238/232 NOTES 1) Wind: ASCE 7-98: 90mph; h=25ff; TCDL=6.0psf; SCDL=6.0psf; Catego~ dght exposed; end vertical left and right exposed; Lumber DOL--1.33 plate gdp DOL=I 2) This tress has been designed for a 10.0 psf bottom chord live toad nonc, oncurrent with any other live load LOAD CASE(S) Standard 2-0-0 TCLL 20.0 Plates tncmase 1,15 TC 0,31 Lumb~ In~ 1.15 BC 0.19 BCLL 0.0 Rep S~e~ ~n~ YES ~ o.00 LURER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF ~BS 2 X 4 SPF ~d DEFL in (;oc) I/deft L/d PLATES GRIP Vert(LL) nla - n/a 999 MIl20 197/144 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 3 n/a n/a Weight 16 lb BRACING STATEOF ~ ~ ~ March 242~ LOADING (psf} SPACING 2~ TCLL 20.0 ~at~s Increase t .15 BCLL 0~0 Rep Stress Incr YES BCDL 10.0 Code IRC2000/TPi2002 LUMBER TOP CHORD 2 X 4 SPF No.2 SOT CHORD 2 X 4 SPF NO.2 WEBS 2 X 4 SPF Stud CSl DEFL n (Iocl I/deft L/d PLATES GRIP ~ 0.12 Vert(LL) nJa nla 999 Mil20 197/144 0.07 Vert(TL) hie ma 9S9 ~ 0.00 Horz(TL) 0.00 3 n/a (Matrix) We~gn~ 10 lb BRACING TOP CHORD Shea~od or 3-1-8 oc pudins excep[ end veracals SOT CHORD R~gid Ce~t~g di~ectty applied or 10-0-8 oc bracing REACTIONS (Ib/s~ze) I=103/3-1-8.3=103/3-1-8 Max Horz 1 =07(load case 4) Max Upl~tl =-5(load case 5), 3=-40(load case 5} FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-65/49, 2-3=-77/56 SOT CHORD 1-3=-18/28 NOTES 1 ) Wind: ASCE 7-98; 90mph; h=25ffc TCDL=6.0ps~ BCDL=6.0ps~, Category II; Exp C; enclosed; UWFRS gable encl zone: cantse~er left and right exposed: end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. LOAD CASE(S) Smnda~ 19900415 :- TOP CHORD lOP CHORD GRD$ T4A T4A T4A