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HomeMy WebLinkAbout05030188-Truss InfoRe: J0340305 Silverthome Homes -LOT 22 SEDGWICK MiTek Industries, inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017..5746 Telephone 314/434-1200 Fax 314/434~5343 The truss drawing(s) referenced below have been prepared by MiTek Industries. Inc. under my direct supervision based on the parameters provided by Carter-Lee Building Components. Pages or sheets covered by this seal: 18056492 thru 18056547 My license renewal date for the state of Indiana is July 31. 2006. March 24.2005 The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitabilit,j and use ~fthis component fbr ~, particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. ~ ........ ['Tms~ ;rrass Type ..... Qty ~Ply FSii~om~ Homes L~OT 22 ~EDGWICK 1a056492 J0340305 E1 ROOF TRUSS I I Job Refe~ence~ I . ~P~NI~I~0~RE$~E ~46~5~ ' - 6.2~OsMar 52005MITeklndusmes Inc TnuMar2412:54:2928~5 Pag~ C~TEt~EE BU~LDING CO . . · 5x6 Mil20 BRACING TOP CHORD BOT CHORD LUMBER TOP CHORD 2 X4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF No.2 *ExceP~ 5-12 2 X 4 SPF Stud. 7-10 2 X 4 SPF Stud OTHERS 2 X 4 SPF Stud WEDGE Lef~ 2 X 6 SPF No.2, Right: 2 X 6 SPF No.2 REACTIONS (15/s~e) 2=461/0-3'8 12=675/0-3-8.8=60810~3'8 Max Ho~z2=~333(lead case 3) Max U¢ift2=-72(Ioad case 6), 12=*~ 40{load case 51.8~118(load case 6) FORCES (lb) - Maximum Compress~n/Maximum Tens[on TOP CHORD 1-2=0t33, 2-3=-355/142 3-4=-408/193, 4-5=295/232, 5/6---406/319. 6-7=~517/281.7-8=-595/89, 8-9--0/33 BOT CHORD 2.12=.155/272, 1~i.12=-127/274, 10-11~127/274, 8-10=0/338 V~EBS 3~2=-579/245. 3.10=-11/326 5-10=-278/257, 7-10=-274/332 NOTES LOAD CASE(S) Standard STATE OF ~,~ March 2~_ 4~2~ 6 LOADING (ps0 SPACING TCLL 20,0 Platas Increase 1.15 TCDL 10,0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code IRC2000/TPI2002 LUMBER TOPCHORD 2X4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X4 SPF StUd OTHERS 2 X 4 SPF StUd WEDGE Left 2 X 4 SPF Stud CSl DEFL n (loC) i/deft Ud PLATES GRIP W]B 0.05 Hmz(TL) 0.00 8 n~a n/a (Matrix) Wind(LL) 0.01 9 n/r 120 VVeight: 44 lb BRACING Max GravS=147(load case 1 ), 2=150(load case 1 ) 12=117(toad case 6), 13=I 14(load case 1 ), 14=105ftoad case 7), FORCES (lb) - Max mum CompmsstonlMaximum Tension - - §) Gabta requires continuous bottom chord beanng- ~ ~'~ ' ~- ~'t~-~.:~. Job Tms~" Tru-ss Typ~ ....... Qty :Ply -Silver~<~me Hom~s -LOT ~ SI~DGWI~ GE3 ROOF TRUSS iI ~ J0340305 3x10 MIl20 7-2-1 7-2-1 LOADING (psf) SPACING 2-0-0 TCLL 20,0 Ptates Increase CSl TC 0.61 BC 0.74 WB 0,88 (Matdx) DEFL m 0oc) Ildefl L Jcl PLAllES GRIP Ve~t(LL) -0.08 2-16 >999 360 MIl20 1971144 Vert(TL) -0.25 2-16 >999 240 REACTIONS (lb/size) 10=1397/Mechanical 2=1468/0-3-8 Max Horz 2=392(Ioed case 4) Max Uplift10=-311 (load case 4), 2=-223(Ioad case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1.2=0/33' 2.3=.2164/245.3.4.~-1645/198, 4~5=-t443/239. 5-6=-1286/257. 6-7=*~ 286/257. 7-0=.1286/257. 8~9=-75/128 WEBS 3-16=01303. 3-15=-513/255, 5"15=~1/497.5'12='252/105' 6-12---418/299, 8~12=-t 56/689. 8-11--0/296.8'10=-1422/316 NOTES 1 Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.0psf; BCDL=6 0psf; Category Il Exp C; enclosed: I~R$ gable end zone; canglever left and right exposed; end vet rice eft and right exposed; Lumber DOL=1.33 Cata gap DOL=I 33. ~ LOAD CASE(S) Standard ~(~ ....... ~S.~ r Tr~,~ Type ~TER - LEE BUILDtNG ~OMPONENTS MOORESViLLE ~N. 46168 Scale = 1:502 31 30 29 28 27 26 25 24 23 22 21 20 19 le 3x8 MIl20 3x6 Mil20 ~ 3)(6 Mtl20 TCDL 10.0 Lumhar Increase 1.15 I BCLL 0.0 ~ Rep Stress Incr NO CSl DEFL in (loc) t/deft L/= PLATES GRIP -0.00 I n/r 180 Mil20 1971144 TC 0.63 Veff(LL) BC 0.62 Vert(TL) -0.00 ~ nzl 120 27---45(Ioad case 5), 28=-61 (load case 5), 30=-832(Ioed case 4) Max Grav31=881(loa(I case 4) 17=43(Ioa¢ case 3), 18=t06([oad case 1), lg=109(load case 8), 21=107(toad case : :: , ? 1) Urlbalan~;~ ioof live loads have been considered for f~m des:gn. ---- 4) piovide adequ~e drainage to pre~er~t water pondlng. . Jo[} of bUSS tO beanng plate capabie of withstanding 517 lb uplif at joint 31, 82 lb uplift at joint 17. 119 lb uplift at joint 18.58 lb ul~if at joint 19, 47 lb uplift at joint 21, 31 lb uplift at joint 22.39 tb uplift et joint 23, 44 lb uplift at joint 24. 35 lb uolift at joint 25. 54 lb u~ift at joint 26.45 lb uplif at joint 27, 61 lb uplift at joirA 28 and 832 lb uplift at joint 30. LOAD CASE(S) S~nde~ LOADiNG(pst} SPACIHG 2-0-0 CSl DEFL m (mc) #deft L/d PLATES GRIP Max Hofz20=225(ioad case 4/ Max U~lift20=-211 (load case 3), 12=--196(10ad case 4), 17=~35(Ioad case 5), 18=-51(Ioad case 6), 19=.232(Ioad case 4) 15=-35(Ioad case 6), 14=.-49(Ioad case 5), 13=-220(1oad case 3) Max Grav20=191 (load case 4) '{ 2=t 76(load case 3), 16=206(10ad case 6), 17=110(load case 7}, 18=11 (](load case 7), 19=232(Ioad case 3), 15=110(load case 8), 14=110(Icad case 8), 13=220(Ioad case 41 FORCES (lb) - Maximum Compress~orL/Maximum Tensk)n TOP CHORD 2.20=423/133,1.2=0/44 2~3~109/156, 3.-4=-181147. 4.5=~t9/191. 5.6=-21/203, 6~7=-21/199, 7-0=-191187.8-9---17/143. NOTES _ .. Ma. _rch.~24,200~j ~0~ ~'~ ~' ~ Tress T~ ype --- O~ '<Piy Siive~ome H~es 2[~T 22 SED~VICK~ "'~LEEBUILO[NGC~ONENTS MOORESVlLLE tN 46 58 ' ~o.oo ~2' LOADING(psf) SPACING 2-0-0 CSI DEFL m (loc) I/deft L/d PLA[ES GRIP REACTIONS (Ib/s~ze) 13=475/0.3-8. 11=933/0~3-8, 8=459/0-3-8 Max Horz13=369(lead case 4) M~x Ubliftt 3=-57(1~sd case 5), 11=~183(Ioad case 5), 8=-73(Ioad case6) Mex Grav13=481(load case 7), 11=933(Ioad case 1), 8=467(Ioad case 8) FORCES (tb). Maximum Compression/Maximum Tensmn TOP CHORD t.2=0/44.2.3=~353/83 3-4=-90/155, 4-5---85/131, 5-6~335~1, 6-7=0/44, 2-13=-425/87.6-8---410/I03 NO[ES . 2, Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.0psf; B LCuDmL~; ~P;~ =C1~3t 3~bla~tel'; ~E~(~PD~ ~ =n~; ed; MVVFRS gable end zone; cantilever left a~ / dghtexposed;endver-3~le??~ ng?e_x_P~._.~;~L! ...... F;;t~dsP~at~e~g~nP~v;n~m;)rmaitolhefa~) ~ MiTek"StandardGabte ~¢~/~ ~ .~ ~, ~nd tal - ' ds and 73 tb ul~ift at joint 8. ~ ~ NO ~ ~ % STATE March _2_4,200~ [.i~ .... ~T~SS TTruss'Yype Qty ~ p~ S~v~m~'Homes -LOT 22 SEDG~IC~K ~ 2 5x12 MIl20 10-2~0 15,2_ _ -0 20-4~) LOAOING (psf) SPACING TCLL 20.0 PJates increase 1.15 TCDL 10.0 Lumber Increase 1.15 BCLL 0.0 Rep St~ss Inc¢ NO BCDL 10.0 Code IRC2000/TPi2002 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 6 SyP 2400F 2.0E WEBS 2 X4 SPF S~ud *Except" 3.10 2X4 SPF No.2 WEDGE Left 2 X 6 SYP 2490F 2.0E, Right: 2 X 6 SYP 2400F 2.0E CSl DEFL in (toc) I/deft TC 0.75 vert(LL) -o.t2 8-10 >999 360 BC 0.59 Ver~(TL) -0.29 8-10 >830 240 WB 0.89 HOFz(TL) 0.04 6 n/a (Matrix) Wind(LL) 0.12 8-10 >999 240 BRACING TOP CHORD BOT CHORD PLATES GRIP 6. . ................ ~s~ent~su.~n~J~d(s)13771bdownand~1ibupat ~, ~ ~ % STATEQF ~,¢ ~ ~ 1377 lb d~n a~ ~ lb ~p at 10-1-7,13f/~D ~ ano.~7 ~ u.~ ..... ~L~.: ~ 208 lb ~ ~ 18-1-7 on ~m ~ The ~ ~.. %~D A~;~'~ :~ ~ D~ig~/v=lidlc~on~ywith~ekconnecto~ ThsdSslgn,tsbas~don~uP°~P~ome.~..$h°w~ a~c~kfo~anm?lvld~l~J . ~Ger Brl~PcCi show~ ~ARTER - LEE BUiLCtNG COMPONENTS, MOORESVILLE, IN. 46158 9 3x12 Mll20 LOADNG(psf) SPAC~G 2Q-0 CSl DEFL in (loc) l/de~ Ud P~S GRIP TCLL 20 0 PI~s Increase 1.15 TC 0.90 Ve~(LL) -0.26 17-t9 >999 360 Mil20 197/1~ Code IRC2000/TPI2002 (Mat~x) TOP CHORD 2 X 8 SYP DSS*Except* 1-4 2 X 8 SYP No.1,12-15 2 X 8 SYP No.1 ~ET CHORD 2 X 10 SYP 2250F 1.9E BS 2 x 4 SP,= Stud *Except* 6-t9 2 X 4 SPF No.2. 1~-17 2 X 4 SPF No.2 SLICER Left 2 X 10 Syp No.1 1~11-1, Right 2 X 10 SYP No.1 1-11-1 BRACING TOP CHORD BOTCHORD WEBS REACTIONS (fb/s ze 2=93~8A~-3-8, 14=9348/0-3-8 Max Horz2=-323(toed case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=.22/0, 2-3=-8263/0 3-4=-8555/D, 4-5-----~521/9, 5~6=-9648/0, 6~7=~891/9. 7-8=0/3753. 8-9=0/3753, 9-t 0=-4891/0, SOT CHORD 2.20=0/5999. t9-20=0/5973,1~19=0/6055, 17.t8=0/6055. 16~17=0/5973,14-16=0/5999 Common[ 162"x3.5") Nails as felloWS: =ollows: 2 X 8 - 2 rows at ~9-D oc. t 0-7-0 oc m chord deed load (10.0 pst) applied only to mom. 17-19 LOAD CASE(S) Standard Con~ , .... J0340305 GRD2 ATTIC ..__ 3 Job Reference Lopt~_on~ LOAD CASE(S) Standard Uniform Loads (pff) TRUSS ~ L- L~ B(Ji~ING C(~ONENTS. MOORESVILLE, iN. 46159 2 6 LUMBER WEBS 2 X4 SPF Stud 'Except" C$1 DEFL in (Io¢) I/deft [J?J PLA'JES TC 0.78 Vert(LL) .6.00 5-6 >ggg 360 MIl20 BC 0,tl Vei~TL) .6,01 5-6 >999 240 VV~ 0.13 Horz(TL) 0.00 5 rua n/a (Matrix) Wim;i(LL) 0.00 6 >999 240 Weight ~ 19 lb GRIP BRACING TOP CHORD BOTCHORD 2) Al oads are considered equal y applied to ~I pl~? ex,cep[ ~ ~no,_~, ~_., ~;, ~:~,~s oth;~ise ndicated 3) UnbeJanced roof hve loads have been consldered_fo~t~, is.d.~_ ?~ ~. ~.. ,~, =w r. ~,,~n~ed. MWFRS aabte e~l zone' cantilever Jeff and LOAD CASE($) Standard .... ........ TQIV Ply --T Sih~elthem~ Homes -LOT 22 SEDGWICK Scale= 1:30,0 1000 LOADING psf) SPACING 2-~-0 CSI [ DEFL ~in~ <lo~ >F~d~efl~ ~L/~d~ M~ii2A03ES ~ TCDL 10.0 ~COL ~0.o C~. ~ . ~;7(LL) LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud WEDGE Le~ 2X4 SPF Stud BRACING TOP CHORD BOT CHORD Sheaflled or 6;0~0 oc pultins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ih/size) 5=222/Mechanical, 2=305/0~3-8 Max Horz2=168(load case 4) FORCES (lb) - Maximum Compmssio~/Maidmum Tension TOP CHORD 4.2=0/33.2-3=~188/46, 3~t=-33/49. 4-5---47/28 BOT CHORD 2~6=-53/80.5-6=-51/82 WEBS 3~6=0/178, 3-5=~199/48 NOTES - o I ' C' enctused; MWFRS gable end zone' cantilever left and 4) V~nd: ASCE 7-98; 90mph; h=25R; TCDL=6.0pSf; BCDL=6-OPsf; Categ ry I, E. xp 'L I 33 ' dghtexposed;endverticaHeftandrightexposed:LumberDOL=l.33p~atugdpDO = , · Mar_ch24~ 3x8 MIt20 5 15x4 MIl20 3x4 MIl20 3-3-10 LUMBER BRACING TOP CHORD TOP CHORD 2 X 4 SPF NO*2 BOT CHORD 2 X 4 SPF N0.2 EOT CHORD WEBS 2 X 4 SPF Stud WEDGE Left: 2 X 4 SPF Stud pLATES GRIP Weight: 26 lb FORCES (lb) - Maximum Compression/Maximum Tenmon TOP CHORD 1-2--0/33.2-3=-240/29. 3-4=-22/32. 4-5=-95/58 WEBS 3-6=0/t41, 3-5=-166/46 NOTES I W~nd' ASCE 7-98' 90mpn' h=25ft; TCDL=6,0PSf BCDL=6,0ps~ category II; Exp C; en~; MW]FRS gable end zone; canule,~ar [eft and · 'oh ' x~osed · e~'d ~t left and right exposed; Lumber DOL=1.33 plate gdp DOL=1.33. n_ texpo , . 2) provide adequate dra nage to prevent water pond rig. · .... a other live ioads LOAD CASE(S) Standard JOb -~Tmss TRUSS Type Q~ ~p~- ~i~verthom~"~R~es ~i~DGW~ ~8056503 J0340305 H3 ROOF TRUSS ~ ~ Job Reference/~0p '~ ~Tt~-- LEE BUILDING COMPONENTS. MOORESV1LLE, IN. 46158 6.200 s Mar 5 2005 MiTek Indtmlfies, Inc. Th~ Mar 24 12:54:33 20G5 Page 4x8 MIl20 ~ 6-7-7 LOADING (pst) SPACING 2-6-6 CSI TCLL 20,0 Plates Increase 1.15 TC 0,72 TCDL 10,0 Lumber Increase 1.15 BC 0.74 BCLL 0.0 Rep Stress iocr YES ~ 0.94 BCDL 10.0 Code IRC2000/TPi2002 (Matrix1 [.UMBER TOP CHORD 2 X 4 SPF No,2 t~OT CHORD 2 X 4 SPF NO.2 WEBS 2 X 4 SPF No.2 *Except" 3~16 2 X 4 SPF Stud BRACING TOPCHORD BOTCHORD WEBS FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/33, 2-3=-2140/260, 3,4=-1550/207.4 5=~1418/252, 5-6=-1116/220, 6-7=-11161220, 7-6=-1 t 16/220, 8-9=-85/140, BOT CHORD 2.16=-4t511667 15-16---415/1667 14.16=-415/1667 13.14=-352/t185, 12.13--~352/1185, 11-12=-252/735, 10-11=-252/735 NOTES LOAD CASE(S) Stan~ar~ CARTER - LEE 8U~LDING COMPONENTS MOORESVILLE , IN. 46158 Job ~ 3X4 MIl20 ~ 9-5-12 Scale = 1:55.7 TCLL 20.0 Plates increase 1.15 TC 0.64 TCDL t00 Lumber Incmaca 1.15 BC 0.60 BCDL 10.0 Code IRC2000~TPI2002 (Matrix) LUMBER TOP CHORD 2 X 4 SPF BOT CHORD 2 X 4 SPF NO,2 WEBS 2 X4 SPF St[Id *Except' 5-8 2 X 4 SPF No.2. 2-8 2 X 4 SPF No.2 GRIP TOPCHORD BOTCHORD REACTIONS (lb/size) 5=661/Mechanical, 9=734/0-5'8 Max Horzg=359t'k3ad case 4) Max Up~iflS=-190(~oad case 4), 9~128(~oad case 5) FORCES (tb) - Mmdmum CompressiordMeXimum Tensmn ...... t80 TOP CHORD 1-2=0/38, 2--3=-208/132, 3-4--~484/143, 4-5=-350/166, 5-8=0/110. z-~=-z=~/ BOT CHORD 8.9=-245/404. 7.8=-80/100. 6-7=-80/100 WEBS 3-8=-115/207.4-8=-170/180, 5-8=455/516. 3-8=-460/69 NOTES I Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.0Psf; BCDL=6.0psf; Category Ii; E~ C; e.. tn~.~3.~; MWFRS gable en(I zone; canffiever left and dghtexposed;endvetticaHeRandrightexposed!LumberDOL=l.33piatognpDOL= . . 2) Provide adequate drainage to prevent water pondmg. · ....... ' '--ds ~ I:3403 Tm.Ss ROOF TRUSS 1 1 t8056:1 1000 12 LOAD NG (pst) SPACING 2.-0.9 TCLL 20.0 Plates Increase 1.15 TCDL 10.0 Lumberlncrease 1 15 BCLL 0.0 Red Stn~ss Incr YES SCDL 10.0 cc~e IRC2000/TPI2002 LUMBER TOP CHORD 2 X 4 SPF No.2 GOT CHORD 2 X 4 SPF NO.2 WI~BS 2 X 4. SPF SEtd WEDGE Lef~ 2 X 4 SPF Stue CSl DEFL in (IdC) i/deft IJa PLATES GRIP TC 0.10 Vert(LL) -0.00 6 >999 360 MIl20 197/144 3C 0.03 Vert(TL) ~0.00 6 >999 240 9V{~ 0.03 Horz(TL) O.00 5 (Mafox) Vl~nd(LL) 0.00 6 >999 240 Weight 20 BRACING TOP CHORD Sheathed or 3.6~11 cc pudins, except end ven3cals BOT CHORD Rigid cei)ing chreC~y applied or 10-0-0 DC bracing. REACTIONS (lb/size) 5=1191MechanJceL 2=21110-3-8 Max Horz2--121 (load case 4) Max Upiif15=-510oed c~se 4}, 2=-73(Ioad case FORCES (lb). Meximum CompressJonlMaximum Tens~n TOP CHORD 1-2=0/33. 2-3=-114/35.3-4=-23/34.4-5=-14/8 BDT CHORD 2-6=-21/56. 5-~=-32/44 NOTES 1 ) VVmd ASCE 7-98; 90mph h=25fl; TCDL=6.0psf; BCDL=6.0psf; Catego~' ti; Exp C; encJosed; M~VFRS gable en(~ zone: cantilever left and dght exposed; end verUcat left end dght exposed; Lumber DOL=t .33 plate gdp DOL=1.33. 2) provide adequate drainage to prevent water pond ng 3) This buss nas been deStgeed for e 10,0 ;sf be=om chord live load nonconcurmnt with any other live ma~s. LOAD CASE(S) Standard ~A~ILDINGCO~M~ORE~i'~ ~6~'"-- 6.200sMar 52005MiTeklndustdes. tnc. ThuMa~2412:54:342005 Pag~ 6 9 10 5 LOADING(psf) SPACING 2-0-0 CSI DEFL n (loc) I/daf Lid PLATES GRIP REACTIONS ({b/srze) 5=~65/Me~hanical. 2=251/0-~8 Max Horz2=63(lcad case 5) Max Up4ift5=-36(load case 3), 2=-59({oad case 5) FORCES 0b) - Maximum Compress=n/Maximum Tensio~ TOP CHORD 1.2=0/36, 2-3=-210/t3, 3-7=-10/14~ 7-s=-10/14, 4-8=-t0/14, 4-5=-101/64 BO]' CHORD 2.6=-12/129.6-9-~3/149, 9-10=-3/~49. 5-10=-3/149 1 ) Wind: ASCE 7-98; 90mob; h=25ft; TCDL=6.0psf; BCDL=6.0pst Catego~ I{ Exp C; enc{osed; MWFRS gable end zone; canbfever left and r~gi~t e. xposeo end vertlca{ left and dght expose({; Lumber DOL=1.33 P{ate gnpDOL=1.33 4) Refer to girders) for truss to tress conneceons. . ........... 5) provide m~chanical cort necl~ (by others) of fluss to,been.g p?'~ capable of withstandlj3g, .36 kb. _up~ .a~t ~lnt 5 a.n~d~5~9,1~b,,u~Pi~ ~[.lJo.~ and 6) Hanger(s) or other connection device(s) shall be provided suffiment to support conce,ntra.~ up at 5-2-4 on bottom chord. The des~gn/se{ectio~ of such conr~ofion device(s) ~s the respon~l~B of 73 in [qe LOAD CASE(S) s~clion, toads applied to the face of the truss are n(~ as front (F) or bec · I.OAD CASE(S) Standard Uniform Loads Concentrated Loads ({b) Ve~ 3=32(B) 6=8(B) 7=32(B) 8=32(B) 9=4(B~ 10=4(B) ..... ~s~ '~ype ....... (~ ~ Ply Silverthome Homes -LOT 22 SEDGWICK ROOF TRUSS __~1 . 1~ob Raforence~ql~§°~al)._ 6.2(I] s Mag 5 2005 I~flTek tndustl~r~2~ Mar 2~ 2:574:;~ Pa"~ 1 ~TER.LEE BUILD~N~COMPONENTS, MOORESVILLE IN. 46158 3x4 Mil20 1.44} LOADING(pst~ SPACING 2-0-0 CSI DEFL ~n (loc) i/dM1 TCLL 20,0 p ares ff.,crease t.15 TC 0.11 VeF~(LL} -0.00 6 >999 360 TCDL 10.0 Lumberlncrease 1,15 BC 0.03 Ve~TL) -0.00 6 >999 240 SCLL 0.0 [ Rep Stlt~ss Incr NO VVB 0.03 Horz(TL) 0.00 5 n/a BCDL 10.0 ' Code IRC2000/TPI2002 {Matrix) Wind(LL) 0.00 6 >999 240 PLATES GRIP FORCES (it>) - Maximum Compression/Maximum Tension TOP CHORC 1-2=0136,2'3=-84/t8.3"'4='11/16,4'5='41129 SOT CHORD 2-~=-23/42, 5~6=-20/47 LOAD CASE(S) Staodar~ 1) Reg~llar: Lumber {nc~eese=1,15, Piote Increase=1.15 Uniform Loads (pit) Vert 1~3=-60, 3-4=.60, 2-5=*20 Ve~ 3=55(F) 4=2t(F) 5=1(F) 6=1(F) NOTES 'i ) Wind: ASCE 7-98; 90mph: h=25ff; TCDL=6.0psf; BCDL=6.0psf; Category Il; Exp C; enclosed; MWFRS gebte eno zone: cant~ever taft and r,gi~t exposed; end vertlcal }eft and tlgn[ exposet~; Lumber DOL=1.33 p~ate gnp DOL=1.33 4)Re~rtogirder(s}for~$st~tms ' -- .................... 5 bu"~iftat'~int5aod93 b,p~iftatjoint2. X¢¢~ %' %~ ~ [ J~ / 5)Pmvlderm~hamCalconnectio (y ) .................... ab. ~2 Wdownaod551bupat 1-4-0, and /~ h'~/~JA,,~. ~k 91bd~naod211bupat 3~15on~o~.anazmupa[ /~,anu ~,uuFa. - F Mar~ 2. jj~ ~c305 [M1 .~OOF T~USS ~5 1~ 3 Plate Off~_X_,~: [2:O-3'8,E~Ij;I~L LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.15 TC 0.54 TCDL 10.0 Lumberlncmase %15 ~ 0.36 BCLL 0.0 Rep Stress Incr YES 0.00 BCDL 10.0 Code IRC20OO/TPI2002 IMatdx) LUMBER TOP CHORD 2 X4 SPF No,2 BOT CHORD 2 X 4 SPF NO,2 WEBS 2 x 4 SPF Stud WEDGE Left 2X 4 SPF Stud DEFL in (ICC) I/deft L/d PLATES Vert(LL) -0.06 2-4 >999 360 M920 Vert(TL) -0.16 2-4 >425 240 Hocz(TL) 0.00 4 nra n/a Wir~d(LL) 0.00 2 '~ 240 Weight: 24 lb GRIP BRACING TOP CHORD sh~athecl or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiflng direcgY epPfled °r 10-0~0 °c bracing' REACTIONS (Ib/s~ze) 4=222JMecflaflical, 2=305/0-3-8 Max Horz2=219(IoaCl casf~ 4) FORCES (lb) - Maximum compmss~n/Maximum Tens~n TOP CHORD 1.2=0/33. 2-3=-156/119, 3-4=-t65/12 .,4 BOT CHORD 2-4=;-43/66 NOTES 1) W~nd: ASCE 7-98; 9omph; h~25ft: TCDL=6.0pSf BCDL--6,0ps~, Ca_t _~o.~ ti; E.X p~C~; le= ~r '~.~o3~ a; MWFRS gabte eno zone; canatever left and right exposed; end verUca{ reft and right exposed; Lumber DOL=1-33 Prate gnp u~t' ~ -'~' LOAD CASE(S) Stenaard Job Truss J0340305 M2 C,A~TER ~ LE{~ BUILDING COMPONENTS, MOORESVILLE tN 46158 Mar 5 2005 MiTe~ Indust~es inc. Thu Mar 24 12:54:35 2005 Page~ 1 2 LOADING(pst) SPACING 2-0-0 TCLL 20.0 Rates ncrease 1.15 TCDL 10.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Inc~ YES BCDL 10.0 Code IRC2000~TPI2002 LUMBER TOP CHORD 2 X 4 SPF No.2 BOTCHORD 2X4SPF No.2 CSl DEFL in (loc) I/deft L/C PLATES GRIP TC 0.09 Vert(LL) -0,00 2 >999 360 MIl20 197/144 BC 0.03 vert(TL) -0.00 2 >999 240 VVB 0~00 HoFZ(TL) -0.00 3 nla ri/a (Matrix) WInd(LL) 0,00 2 "- 240 Weight: 6 lb BRACING TOP CHORD Shea~ed Or 1-7-14 cc puffins, BDT CHORD Rigid ceiling direc~y aplfliod or 10-0~0 DC b~aC4ng. NOTES I) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.OPsf; BCDL=6,0psf; Category II; dE~ol C;~=n~3e(l: MWFRS gabte ena zone: canblewr left and dghtexposed:endverficaHeftanddghtexposed;~umberDOL=l,33~ateg'pDO = , , LOAD CASE(S] Standard ~TER - LEE BUILDING COMPONENTS. MOORESViLLE , iN. 46158 -1-7-3 __ q Qty ~ Siivennome Hon3es -LOT 22 SEDGWICK t805651~ TCLL 20,0 TCDL P~atss Increase 1.15 Lumber Inc~eese 1.15 10.0 BCLL 0.0 Rep Stress Ir~r YES ]BCDL 10.0 _Code_ IRC. 2goo/TP'2002 LUMBER TOP CHORD 2 X 4 SPF NO.2 BOT CHORD 2 X 4 SPF No.2 WEDGE Left: 2 X4 SPF Stud CSl DEFL ,~ (loc) I/deft Llo PLATES TC 0.20 Ve~t(LL) -0,00 2 >999 360 Mil20 BC 0.03 Vert(TL} -0.00 2-4 >999 240 WB 0.00 HoFZ(TL) -0.00 3 rue nla (Ma~x) V~nd(LL) 0.00 2 *'-- 240 Weight 7 lb TOP CHORD Sheathed or 1-8.11 oc purlins. BOT CHORD Rig~i ceding directly applied or 1G.0-O oc braCil~g, GRIP REACTIONS (lb/size) 2=2141C~5-10.4=lC/Mechanical, 3---O/Mechanicat Max Horz 2=82(Ioad case 5) Max Uplift2---120tloa~ case 5). 3=~12(toad case 4) M~x Grav2=214(toad case 1), 4=33(Ioad case 2), 3=13(load case 3) FOECES (lb) - Maximum Compression/Maximum Tens=n TOP CHORD t*~-0/34, 2-3=-55/6 BOT CHORD NOTI~S 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.0bS~ BCDL--6.0psf; Category II; Exp C; enclosed: MWFRS ;a~te end zone; cant~ver left an(I right exposed; end veal;itel left and dght exposed; Lumber DOL=1.33 pia;e gnp DOL=I LOAO CASE(S) Stan~ar~ P~tate C'lfsets IX,Y) TCLL 20.0 Pates nc~ 1.15 TOP CHORD 2 X4 SPF NO,2 BOT CHORD 2 X4 SPF No.2 C$1 DEFL m (loc) Fdefl L/d PLATES GRIP TC 0.15 Vert(LL~ -0,01 2-4 >999 360 MIl20 1971144 BC 0.12 Vert(TL) -0.02 2-4 >999 240 WB 0.00 Ho~Z(TL) -0.00 3 n~a (Matrix) W~nd(LL 0,00 2 "'" 240 Weight: 11 lb BRACING REACTIONS (Ib/size~ 3=86/Mechanical 2=211/0-3-5.4=33/Mschanica[ Max Horz 2=164(Ioad case 5) Max U~ift3=~95goad case 5), 2=-36(Ioad case 5) Max Grav3=86(taact case 1), 2=211(1oad case 1), 4--65(lead case FORCES (lb) · Maximum Compressle~/Ma~mum Tension TOP CHORD 1-2=0/33, 2-3=-91/45 8OT CHORD NOTES 1 ) V~nd: ASCE 7-98; 90m~h; h=25~ TC DL---6.0psf: BCDL=6.0psf; Categol¥ ti: Exp C; enclosed; MWFRS gable en~ zone; cantilever le~t and ~ght exposed; end vet ticat left and dght exposed; Lum~er DOL=1.33 ~lete gdp DOL=I LOAD CASE(S) Standard ~ ........ }Truss J0340305 M5 ROOF TRUSS - ~RTER - LEE BUILDING ~OMPONENT$ MOORESVI~, tN--~46158 Qty !pl,~ Sil~ome ~o~es *LC;T 22 SEd~ICK LOADING(psf) SPACING 2-0-0 CSl DEFL m (loc) I/deft L/d PLAI~B GRiP TCLL 20,0 Platas Ir~ease 1.15 TC 0,t5 Vert(LL) -9.01 2-4 >999 360 MIl20 t97/144 TCDL 10.0 Lum0ertncrease 1.15 BC 0.12 Vert(TLI -0.02 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES V~nd(LL) 0.00 2 BCDL 10.0 Code IRC2000FFPI2002 (Mat~) BRACING LUMBER TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 3~i.11 oc pud~ns BOT CHORD 2 X 4 SPF No,2 BOT CHORD Rigid ceiling directly applied or 1 O-O-0 ec bra~ng WEDGE Left 2 X 4 SPF Stud FORCES (lb) ~ Maximum compression/Maximum Tension TOP CHORD 1-2=0/33, 2-3=-91/45 BOT CHORD 2-4=0/~ NOTES II C t)Wiod:ASCE7.98;90mph;h=25ft;TCDL=6.0psf:BCDL=6.0psf;Category ;Exp ;enclosod:MWFRSga~eendzone;cantileverle~tand t~ght exposed; eh9 ver*Jcal left and ;tgt~t expose~; Lumber DOL=1,33 ptata gnp DOL=I 2) This truss has been designed for a t 0.0 psf bottom chord live load no~conctlr~ent with any other rive leacle, 3) Refor fo girder(s) for tn~ss fo tr~ss c~necfio~s .... · t' 4) provide 'nechanicat conr~c~on (by oflters) of truss to bearing pleta capable of withstanding 95 lb uplift at joint 3 and 36 lb uplift a LOAD CASE(S) Standard J0340305 B46 LUMBER CSl DEFL in (loc) I/deft L/d PLAI~$ GRIP -0.00 2 >999 360 MIt20 197/144 TC 0.08 Vert(LL) BC 0,04 Vert(TL) ~0,00 2-4 >999 240 REACTIONS (lb/size) 2=155/0-3-8.4=t91Mechanical, 3=39/Mec~an~at Max Upliff2=-~4(taad case 5) 3=-28(Io~ case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD 1-2=0/32,2-3=42/16 BDT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft: TCDL-t.0[~f; BCDL=6.0psf; Category It; F..xp C; enc~e~: MWFRS gable end zone; cantbever left and right exposed: end vertical left and ~gbt expose~: Lumber DOL:t .33 pfef~ gdp DOL=1.33, 3) Refer to girder(s) fo~' t~uss to truss connections. LOAD CASE(S) Standard ~\ 625 ~2 LOADING (psf} TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL t0.0 SPACING 2-0-0 CSt DEFL in ([ac) t/deft [JQ PLATES GRIP Platss increase 1.15 TC 0.17 Vert(kL) -O.O0 2-4 >999 360 MIl20 197/144 Lumberiocreese 1.15 BC 0.04 Vert(TL) -0.00 2-4 >999 240 Rep S~ess incr YES WI~ 0.00 Horz(TL) -0.00 3 ma n/a Code {RC2000/TPI2C02 (Matrix) Wind{LL) 0.00 2 .... 240 ~ight: 8 lb LUMBER TOP CHORD 2 X 4 SPF NO.2 BOT CHORD 2 X 4 SPF NO.2 BRACING TOP CHORD Sheathed or 2-4-14 oc puriins. BOT CHORD Rigid ceiling dffectiy applied or I 0-0-0 CC bracing. REACTIONS Ob/size) 3=27/MeChanical. 2=206/0-5~10, 4=20/Mechanical Max Horz2=87(ioad case 5) Max upJJff3=-17(ioad case 4), 2=-104(load case 5) Max Grav3=27(fead case I ), 2=206(Ioad case 1 ), 4=41(icad case 2} FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34. 2-3=~49/8 BOTCHORD 2-4=0/0 NOTES t ) Wind: ASCE 7-98; 90mp~; n=25ft; TCDL=6.0psf; SCDL=~,Opsf; Catego~ II; Exp C; ec~osed: MWFRS gabfe end zone: cantilever left and right exposed; end vertical left and right ey~osed: [.umber DOL=1.33 Cate grip DOL=1.33. 3) Refer to girder(s) for truss to truss connec~ons LOAD CASE(S) Standa~J J0340305 MO1 ROOF TRUSS --CARTER - LEE BUILDING COMPO--~ENTS MOORESVIL[E IN. 46158 (~-- !~y Silv~mome Homes -LOT 22 SEDGWICK ' 2 Job Reference (~ ..~ 6.200 s M~r 5 2005~ffek Indues inc. Thu Mar 24 12:54:37 2(~5 Pag~ 1 LOADING(ps~ SPACING 2-0-0 CSI DEFL ;n (loc) I/dell Ud PLATES GRIP TCLL 20,0 Plates thcrease 1.15 TC 0.71 Vert(LL) -0.00 2~1 >999 360 MIl20 197/t44 TCDL t0.0 LU~lberincrease t,15 BC 0.06 Vert(TL) -o.01 2-4 >999 240 BCLL O.0 Rep Stress Incr NO WB 0.00 HO~(TL) 4.00 3 n/a n/a BCDL I0,0 Ccde IRC2000/rPI2002 (Matrix) W~nd(LL) 0.90 2 *'~ 240 VVeight 2310 BRACING LUMBER TOP CHORD TOP CHORD 2 X 4 SPF NO.2 SOT CHORD 2 X 4 SPF No,2 SOT CHORD WEDGE LePc 2 X 4 SPF Sfod FORCES (lb) - Maximum CompmssionlMaximum Tension TOP CHORD 1-2=0/33, 2-5=-302/92 3"5='128/2t4 SOT CHORD 2-4=010 NOTES 1 ) 2-ply truss to i0e connected together with 16d Common(.162"x3,5") N ails as follows: Top chords connected as fotiows: 2 X 4 - 1 row at 0-7-0 oc. ~onnecfions ha~e beer~ prov~ed t~ distribute only ioads noted as_(~) or (~?: u~oms~s ~,~ 5) Refer to g~rder(s) for t~ss fo truss connections, , ................. 3 P~ats Offsets (X~Y~2:0-t-Z,E~l 0:0-10-7 0-1~], [15:0-8-0,~ LOADING(psf) SPACING 2-0.0 CSt DEFL ~n (loc) i/deft L/d PLA'~ES TCLL 20.0 Plates increase 1.15 TC 0.84 Ve~t(LL) -0.23 15-17 >999 360 M020 TCDL 10.0 Lumberlncrease 1.15 BC 0.80 Vert(TL) -0.60 16-17 >7~0 240 BCLL 0.0 Rep St~s$ ln~ YES WB 0,64 HorZ(TL) 0.37 10 ma BCD[. t0.0 Code IRC2000/TPI2002 (Matrix) Wind(LL) 0.22 16-17 >999 240 BRACING LUMBER TOP CHORD Sheathe~ or 2-2-0 ~c purims. TOP CHORD 2 X4 SPF No,2 BOT CHORD Rigid ceding d~rectly appI~ °r 7~6'6 °c bm(3ng' BOT CHORD 2 X 4 SPF No.2 *Except* 2-17 2 X 4 SPF 1650F 1 .SE WEBS I R~w at midpt 3-16.5-15.7-14 WEBS 2 X 4 SPF S~d *Except" 5-15 2 X 4 SPF No.2.5-15 2 X 4 SPF No,2, ?~14 2 X 4 SPF No.2 GRIP 1971144 REACTIONS (Ib/s~ze) 2=1467/5-3-9, 10=1468/0-3-8 Max HorZ 2=-374(Ioad case 3) FORCES (lb}- Maximum Compressmn/Ma~imum TenSion TOP CHORD 1-2=-0/31.2-3---4024/646. 3-4~-2261/324, 4-5=~2164/358, 5-6=.1324~329, 6-7=-1402/331.7-0=-1865/350. 8*9='1966/315- BOT CHORD 2-17--671/3415. 15-17=-616/3143.15-16~-250/1944, 14"15='19t1103, 13-14~-66/1376, 12-13=-66/1376. 16-12=-117/1706 WEBS 3-17=.144/1206' 3-16=.1445/425.5-16=-163/1252 5-15=-1331/364.6-15=-216/1066, 7-14=-560/298, 7~12=-107/495, NOTES LOAD CASE(S) Standan$ MOORES~LLE, iN. 46158 Ply i Silve~lf~0~Hom~-LO~ ~ 2 SE~G~WI~K .... i .... ~.200 s My 5 2005 MiTek IndUst~es, Inc. Thu Mar 24 12:54:38 20~5 Pege~ 1 [ps~) SPACING 2-0-0 CSI · 20.0 Plates Increase 1.15 TC 0.95 TCDL t0.0 Lumber Increase 1.15 BC 0.87 SCLL 9.0 Rep S~ess Incr YES ~ 0.96 BCDL t0.0 Code IRC2000/TPI2002 (~) LUMBER TOP CHORD 2 X 4 SPF No,2 SOT CHORD 2 X 4 SPF No,2 *Except* 12-152X4 SPF 1650F 1~5E WEBS 2 X 4 SPF Stud *Except~ 2-16 2 X 4 SPF No,2, 3-15 2 Y~4 SPF No.2.7-14 2 X 4 SPF No,2 7-13 2 X 4 SPF NO.2 Ve~(LL) -0.37 14-15 >999 360 MIl20 197/144 Ve~t(TL) -0.96 14-15 >433 240 ~nd(LL) 0.47 14-t5 >882 240 Weight 1851b TOP CHORD Sheathed except end ver~cals· REACTIONS (lb/size) ~7=1455/0-5-8, 11=1384/0-3-8 M~x Ho~ 17=652(Iodd case 4) Max Upl~d 7=-2t 9(load case 5), 11=-340(Ioad case 4) FORCES (lb)- Maximum Compmssmn/Max~mum Tensmn TOP CHORD 2.17~_1440/568,1.2=0/38, 2.3=-3331/1105, 3-4=-5183/1573 4-5=-5075/1591 5-6~2159/543, 6-7=-2076/655, 7-8=-1528/438, 8-9=-1227/339, 9-10=~S4/97,10-11 =-128/80 BOTCHORD 16.17=.772/445, 15-16=-1481/3254 t4-15=-1422/4t05 13'14=~361/1136' 12-13=-275/737 11-12=-275/737 NOTES LOAD CASE(S) S~nda~ IT~uss Type ROOF TRUSS CARTER. LEE BUILDING COMPONENTS, MOORESVILLE IN. 46158 Qt./ P~y Sfl~ertnome Homes ~LOT 22 SEDGWICK .~ol2 Reference ~pptiona~) -- ~.200 s M~M~Tek [ndus~es, loc. Thu Mar 24 12:54:38 206~ Pag~ 1 ~ a~O~_~X.Y)~2__ .-~. ---=.: -- 0-3-o 0-1-12], [7:0-6-12,~2-0}, . 8.~1 _~:. 2,0'2~0], [1 -~ 1 0-6-t 1,0~-~.t 0], [19 0*0-9,Edge] _ -- SPACING 2-0-0 CSl DEFL in (loc) I/deft L/d PLATES GRIP LOADING TCLL 20.0 Plates increase 1.15 TC 0.69 TCDL 10.0 LumPer Increase 1.15 SC 3.89 BCLL 0.0 Rep Stress mcr YES WB 0.87 BCD[. 10.0 Code IRC2000/TPI2002 ;Matnx) TOP CHORD 2 X 4 SPF NO.2 -Except' 1~4 2 X 4 SPF 1650F 1.5E, 4-7 2 X 4 1650F BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud *Except' 6-17 2 X 4 SPF Ho.2, 7-t 5 2 X 4 SPF No.2, 3-17 2 X 4 SPF NO.2 2-1S 2 X 4 SPF No.2 Ve~t(LL) -O.40 16-17 >999 360 Mil20 197/144 Vert(TL) -1.13 16-17 >390 240 Horz(TL) 0.82 1 ! n/a n/a Wind(LL 0 47 16-17 >942 240 Weight 174 lb BRACING REACTIONS (lb/size) 19=1534/0-6-8. 11=1534/6-3q$ Max Horzlg=462(Ioad case 4) Max Upli~tlg=-230(Ioad case 5), 11=-194(mad case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2.19=-1516/544,1-2=0/38, 2-3=-3547/1044. 3-4=-541711373, 4-5=-5311/1390, 5~=-537511541, 6-7=-2034/467 7.8=.1469/343. 6-9=-1754/376, 6-10~-1856/341- 16-t1=.2307/315, 11-t2=0/33 2) Wlod ASCE 7.98; 9,mph; h=25ft;, TCDL=6.0psf; BCDL=6.0~.f; Ca~t~g~l,; E:xpj~,t ~. ; g . jt~,~, ~ V '~ LOAD CASE(S) Standem ~'~b Tru~ .... fmss T~e ....... ~Q{y ' Ply- ~S~lve~ho~ Hom~s'-LOT 2~ SEDGV~ 180.56919 LJob Referen~e~ 6.200 s Ma~ 5 2005 MiTek iodust~es, Ir~. Thu M~ar 24 12:54:38 2C~5 Page 8.~o 1112 6x8 MU20 5 ~te Offsets~X~¥): [2:073-0,0~1~:C-8-0,0-~8:~O-~[10 G-8-11 E I LOADING(psf) CSl DEFL in (loc) I/deft [Jo SPACING { TCLL 20.0 Plates increase 1.15 TC 0.66 Vert(LL) -0.39 16-t7 >999 360 TCDL 10,0 Lumber increase 1.15 3C 0.94 Velt(TL) .0.99 16-17 >445 240 PLATES GRIP MU20 497/144 Weight: 173 it) REACTIONS (lb/size) 19=1534/0-5-6 10=1534/0-3~8 Max HOIZ 19=410(load case 4) Max UPliftl 9=-220(10ad case 5), 10=-174(toad case 6) FORCES (lb) ~ Maximum Compression/Maximum Tension TOP CHORE 2-19=~1520/515 1-2~0/98, 2-3-~3545/935. 3-4=-3417/954.4-5=-5605/131&. 5-6=-2562/493.6-7~1978/377 7-0~1978/377 WESS 2-18=~t27/2863, 4~18=-11tl/335. 6`17---631/~380, 5.16=-2696/887.6-16=-282/1147. 6`15=-3011191 7-15=-295/213, 8-15=-285/687. 8-13---39/334, 4-17=-259/1754.9~12=0/203, 9-~3=~318/169 NOTES JOl~ !S ~13 Truss T~pe .......... ~ty iPly '~Silverth~m~°rnes -~2 ~K T~Ss ~' 18056~52 [ROOF TRUSS 1 ~.~ jj~ CARTER~LEEBUILD~NGCOMPONENTS. MOORESVILLE IN.46158 -~.200SM~' 52005 M[Teklodu~;~ ThuMaf24 12:54:392005 Page1 8x10 MIl20 2'(4 Mil20 7 8 LOADING (pst) SPACING 2-0-0 TCLL 20.0 Plates increase t.15 TCDL 10.0 Lumber thcrease 1.15 BCLL 0.0 Rep Stress Incr YES 6CDL 10.0 Code ~RC2000~TPI2002 TOP CHORD 2 X 4 SPF No.2 *Exceot' 3.6 2 X 4 SPF 1650F 1 SE, 6-8 2 X 6 SPF No.2 BOT CHORD 2 X4 SPF No.2 *Except* 12-15 2 X 4 SPF 1650F 1.5E VVEBS 2 X 4 SPF Stud *Except' 2-16 2 X 4 SPF No.2. 4-15 2 X 4 SPF No.2 CSI DEFL in (loc) I/deil L/d PLA~E$ Vert(LL) -0.37 15 >9s9 360 Mil20 TC 0.79 BC 0,97 Vert{TL) -0.93 15-16 >475 240 GRIP BRACING TOP CHORD Sheathed or2-2-1 oc pumns, excepteod verdcals~ BOT CHORD Rigid ceiling directly apl~ed or 2-2-0 oc bracing REACTIONS Ob/size) 17=1534/0-5-8. 9=1534/0-3-0 Max Horz 17=377(ioad case 5) Max Uplift17=-205(load case 5), 9=-150(load case 6) FORCES (th) ~ Maximum Compressio~/Me~Jmum Tension TOP CHORD 2.17=-15191477, 1-2=0/38, 2-3=-3555/842, 6,4:.3455/861.4-5=-5566/1383. 5-~=-3229/809- 6-7=.2743/595.7-8=-2743/695 S-9=-2292/382. 9-10=0/33 BOTCHORD 14-15=-1217/4413, 13-14=.718/2706, 12-t3=-289/1812, 1t-t2=-289/t812,9-t1~292/1807 16,17=-456/286, 1)UnbatancedroofJiveloadshavebeenconsideredforthisdesign ' ver'" d '~ ~ dg htex po sed, end vertica' eft and right exposed . Lumber DOL=I 33 p atu gnp DOL=133 ~ ~ :~;~ 4) Th S truss hes been designed for a 10.0 Psf b~ttum ch°~ Ih~e I°ad n°nc°nc.urmnt wi? ?Y °,the?v..,eJ=°-ad~sZ ...................... q."~'~ LOAD CASEJS) Standard ~ ® ~ STATE ........ Mmroh Job [T~'-- TTru~e .... Ot~ Ply ~ Silvert~ome~4-O¥~:~sED~i[;~ ~-R~I~J~ B~/LDI~-COM~bN E-~S, MOOR- ~E'S~/~ L~LE, IN. 46158 6200 s ~ 52~ M~ IndUs. Inc. ~u ~r 24 12:~:~ 2~ Pa~ 1 Pi~-t e Cmsets (x,Y):~o-I :~ Edge]~ 6~:0,4.;4~_0-2~, 8L0"4-12,~ 1:0,877 LUMBER TOP CHORD 2 X 4 SPF NO.2 BOT CHORD 2 X 4 SPF No,2 *Except' 2-18 2X4 SPF 1650F 1.5E WEBS 2 X 4 SPF Stud *Except' 7-16 2 X 4 SPF No,2.7-15 2 X 4 SPF No.2, 7-14 2 X 4 SPF No~2 8-14 2 X 4 SPF No.2 Ved(LL) -0.22 17-18 >999 360 MIl20 197/144 VerI:(TL) -0.59 t7-18 >706 240 Horz(TL) 0.37 11 ma n/a WJnd(LL) 0.20 1%18 >999 240 Weight: 185 lb BRACING TOP CHORD Sheathed or 2-2-0 oc pudins~ BOT CHORD Rigid ceilin~ dlrec6y apiflied or 10-0-0 oc Dracmg~ REACTIONS (th/size) 2=1468/0-3~ 11=1397/0-3-8 Max Horz2=331(l~d case 4) Max U plJF~2=-233(load case 5). 11=-179(~0ad case 6) BOT CHORD 2-19~596/3423. 17-t8=-547/3151.16-17=-192/1933, 15-16=-55/1268, '~4-15=-57/1199. 13-14=-9711663. 12-13.~97/1683, LNE:BS 3-18=-t18/1210 3-17=-t459/412.5,-17=-147/1241.6-16=-1298/314 6"16='111/666. 7'16=-149/436 7'15=-363/32 7.14=-180/26t, 8-14=-63/455 'i0-14=-595/281 10-12---0/342 2) Wind: ASCE 7-98; 90mph; h=25ff; TCDL=6,0pSf; BCDL=S.Opsf; Category II; .Exp_C~;.e =nl~. ~3ed, MWFRS ge b',e end zone. ca left and 4) Th S truss has 13een des~gt~ed f°r a 10'0 Psf b°tt°m ch°~d Ir~e t°ea n°nc°n .c~rterlt ~ anyone ~[~ I~ .................. of LOADCASE(S) Standa~ App~c(3~iaiy of de~ig~ ~°~menfe~ and P~°Per nc(3¢t~- ,~ °f c°m~t b ~n~ °f ~'~i~ ~g~ ~ is ~he ~ ns~b or~3~-r~ ~pporio .d~Y;d~lw~bmembe~ol3}Y. Add't{cmc~teml:x~3rYi~r~mgl°msutestc~bi"Jy.du[~.~3c~ ~u~jdor.~ce~Qrdn FARTER - LEE BUILDING COMPONENTS. MOORESVILLE, IN. 46158 8.oo ~2 scale = 1:70.7 4x12 MIL20 3x10 MII20 ~Offsets (XY,): [2:0-1-2,E~ eg~NI, q:0-4-4,.6-~F~.~ 02~.].~,[9:~!5.7'0'~ _ G 2-~a cBI DEI=L m (Loc) J/deft L/CJ PLA~E$ GRiP TCLL 20.0 I PlatesJncrease 1.15 TC 0.84 VeF~LL) -0.21 15-16 >999 360 MIl20 197/144 TCDL 10.0 ; LumberJncrease 1.15 BC 0.71 Vert(TL) -o.53 15-16 >787 240 BCLL 0.0 Rep Stress Incr YES WB 0.88 Hm'Z(TL) 0.33 9 nla nla BCDL t0.0 Code IRC2000FFPI2002 (Matrix) Wiled(EL) 0.18 15.16 >999 240 Weight 157tb BRAGING LUMBER TOP CHORD Sheethed or 2-2-0 ~c puffins TOP CHORD 2 X 4 SPF NO.2 BOT CHORD Rigid ceiling direc~y applied or 9-0-11 oc braC4ng. E~OT CHORD 2 X 4 SPF No.il *Except' 2.16 2 X 4 SpF 1650F 1,5E, 14-16 2 X 4 SPF 2100F 1-8E WEBS 1 Row at mKIpt 3-156-t3.5.12 WEIBS 2 X 4 SPF S~d *Except' 6-12 2 X4 SPF No.2 RUCTIONS (lb/size) 9=t397/0-3-8, 2=1469/0-3-B Max Horz2=279([oad case 4) Max Upsf19=-160(Ioad case 6), 2---214(Ioad cese 5) FORCES (ib).Maximum ComPression/Maximum Tens[on TOP CHORD 1~2=0/31, 2.3=~4035/493. 3-4~2272/235.4-5=2173/272, 5.6=-1764/279, 6-7=-1347/255, 7-8=-1717F233 8-9=-2194/241 BOT CHORD 2-16=-616/3426, 15.16=-564/3155 14-15='299/1821, 13'14='210/15~3' 12't3='19111449' 1t'12='95/1727' 1(~'11='95/1727 WEBS 3-16=.124/1215, 3.t5.~1456/400 5.14=0/823.6-14=-t59/497, 5.13=-389/124, ~'12='361/224 7-12=-34/586.5.12'-~403/236 ROOF TRUSS i~ Job Reference (~p~_o~ al~ ~R_LEESUiLD~N~MPO~ENTS, MOORESVlLLE IN 4615E 6.200sMar 52005MiTek~ndustob$ {nc. TI]uMar24 12:54:402005 Pa~l 4x8 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL t0.0 SPACING 2-0-6 C$1 DEFL in (lOC) r/deft L/d PLAI~S Plates Increase 1.15 TC 0.87 Vert(LL) "0.20 15 >999 360 Mil20 Lumberlncmase 1.15 BC 0.74 Ver~(TL) -0.53 14-15 >795 240 Rep Stress Inc~ YES ~ 0.79 Horz(TL) 0.35 9 C~de IRC2ODO/TPi2002 (Mathx) W3rtd(LL) 0.20 16 >999 240 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF NO.2 *Except' 2-17 2 X 4 SPF 1650F 1 WEBS 2 X 4 SPF Stud *Except' 7-14 2 X 4 SPF No,2 GRIP BRACING TOP CHORD SOT CHORD REACTIONS fib/size) 2=1467/0-3-6.9=1467/0-3-8 Max HOCZ 2=-217(Ioad case 3) Max U¢ift2=190(~oad case 5), 9=-lS0(Ioad case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31 2-6=-4004/690 3-4=-2546/497 4-5=-2303/481 5-6=-2303/481, 6"7=-1833/354 7-6=-1862/328, 8-9=-2210/288 9'10=0/33 3 1746 SOT CHORD 2.17=-742/3390, 16~17=-681/3125.15-16=-447/2072. 14-15=-380/1925. 13-14=-174/1492 12-1 =-159/ , NOTES LOADCASE(S) S~nda~ Truss .... [Trass :~ype p~ Si~vetth~me~es -LOT 22 SEDG~/~- ~ 2 3 LOADING (psi} SPACING 2~,6 TCLL 20.0 Pla~s Increase t.15 BCDL 10,0 C~e IRC2000~PI2002 CSl DEFL m (Igc) I/deft TC 0.27 Vert(LL) -0.01 2-6 >999 360 E~C 0.17 Veff,(TL) -0.03 2-0 >999 240 VV~ 0.07 Ho~(TL) 0.00 5 ma n/a (Mat~x) W~nd(LL) 0.00 2 >999 240 PLATES GRIP We~ht: 25 lb BRACING TOPCHORD SOTCHORD Sheathed or 6-0-0 0c purlins, except end ve~icals Rigid ceiling direci~y applied or 1043-0 oc brac4ng. REACTIONS lib/size) 5=222/MechanicaL2=305/0'3"8 Max Horz2=153(load case 5) Max Uplift5=-71 (10ad case 4), 2=-74(;oaci case 5I FORCES (lb) ~ Maximum Compmssio~Meximum Tension TOP CHORD 1~2=0/31, 2-3=-242/6, 3-4=-17/25, 4-5---47/28 SOT CHORD 2'6='49/136, 5,6''~48/t18 WEBS 3-6=01175. 3-5=-186/44 4) Refer to girder(s) for truss to tress connec0ons LOAD CASE{S) Stanclard LOADING (psf) SPACING 2-0~0 CSI TCLL 20.0 Plates increase 1.15 TC 0.10 TCDL 10.0 Lumber Increase 1.15 BC 0.11 ECLL 0.0 Rep Stress inc~ YES WB 0.06 BCDL 10.0 Code IRC2000/TP12002 (Matrix) LUMBER TOP CHORD 2 X 4 SPF NO.2 BOT CHORD 2 X 4 SPF NO.2 WEOS 2X4 SPF Stud WEDGE Left; 2 X 4 SPF Stud DEFL in (loc) I/deft IJd Ved(LL) ~0.00 2-8 >999 360 Vert(TL) -0.01 2-8 >999 240 Ho~z(TL) 0,00 6 r~a Wind(LL) 0.00 8 >999 240 PLATES GRiP Weight 25 tb BRACING TOPCHORD BOTCHORD REACTIONS (lb/size) 6=22Z/MechanicaL 2=305/0-3-8 Max Horz2=111(load case 5) Max upg~t6---60(l~ad case 4), 2=-BI(load case 5) FORCES 0b) - Maximum Compression/Maximum Tens~o~ TOP CHORD 1.2=0/31,243=-322J28 3-4=-222/56, 4-5=-12218, 5-6=-51/30 BOT CHORD 2-8=-73/203, 7-8=-711197.6-7=-81/217 WEBS 3-8=0/t03.3-7~51/54, 4-7=0/79~ 4-6=-264/84 NOTES 2) p~ovkle adequate dra nage to prevent water ponding. - ....... o~er I ye loads LOAD CASE(S) Standan~ App~cc~b~tyofdesign~3~mentemondpropermcor~ro.~nofc°mp°nentsr~P~nSJ ur st LOADING (psf) SPACING TCLL 20.0 Plates Increase 1.15 TCOL 10.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr YES !SCDL 10.0 Code IRC2000/TPI2002 LUMBER TOP CHORD 2 X 4 SPF 1650F 1.5E *Except' 7-8 2 X 4 SPF No.2.8-11 2 X 4 SPF No.2 BOT CHORD 2 X4 SPF ~io.2 *Except' 13-16 2 X4 SPF 1650F 1.5E WEBS 2 X4 SPF Stud *Except" 2-17 2 X 4 SPF No.2. 5-16 2 X 4 SPF No.2 7-14 2 X 4 SPF No.2 3-16 2 X4 SPF No.2 Plate Offsats (x,Y)~ ~3:0,0-t-~~°~-9,E~g~~ ...... REACTIONS (Ib/s~ze} t5=153410-5-8.10=t534/0-3-8 Max Horz 18=514(]oad case 4) Max Uplift18=-236(Ioad case 5), 10=-209(Ioad case 6) 2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.0pSf; BCDL=6.0pst; t;a_ _~.~ ,- I~xP_~,~; ~=~ ~3 ......... ' 3) This tr~ss has been designed for a 10.0 psf Mm chor~i live i .o~_ ~_n_o.n .conch. r ? nt wi~h ~ ~Y ~ ,t t~_ e~ Rliuvi~dl~n~ddS~ o., net should ve~fv capacity of March g4,200~ SCale= 1:110.1 7 ~?i~o~ets (x,Y): [~-o,o-~77,11~e:o-o-o,o-o-3] LOADING(pst) SPACING 2~0 CSI DEFL m (loc) I/deft L/d PLATES GRIP TC 0,91 Vert(LL) -0.40 t3-14 >ggg 360 Mil20 1971144 BC 0.87 Veft(TL) -1.04 13-14 >400 240 WB 0.92 Horz(TL) 0.70 10 ~Ja (Matrix) V~r~i(LL) 0.51 13-14 >816 240 Weight ~i69 lb BRACING TOP CHORD Sheathed, except end vemcals BOT CHORD Rigid caiting dimc~y applied or 4-9-5 oc bracJng. 2-I 5 2 X 4 SPF No.2.3-14 2 X 4 SPF No.2, 6-14 2 X 4 SPF No.2 7-13 2 X 4 SPF No.2.7-t 1 2 X 4 SPF NO.2 REACTIONS (lb/size) 16=1455/0~5-8. I0=1384/0-3-8 Max HorZ 16=548(ioad case 4) Max Upl~[16=-222(ioad case 5), 10=-216(ioad case 5) FORCES (10) - Maximum Compressk~dMaximum Tension TOPCHORD 2-16=-1439/565 1-2=0;38.2-3.~333511098. 3'4=''500111485, 4'5--'4892/1503- 5'8='4981/1677' 6'7='1956160~ BOTCHORD t5.16~847/459 14-15-~-1448/3230. 13-14---532/1957. 12-t3=-t77/1139. -11-12=-177/1138, 10-11=-18811286 WEBS 2-15=-753/2690.3-15=-984/36% 3-14=-181/1409 5-14=~01/250, 6-14=-1293/3227, 6.13=-1160/585, 7-13---484/1331 7.11=-189/360. 8-11=-184/282~ 8-10=-1424/255 NOTES LOAD CASE(S) Standard ---~ Oty ~P~y Silverthome Homes -LOT 22 SEDGWICK ~ ~TmsS rTruss Type ~fitS~, M 00 R E SVi L[~N~t 6~ ~Job Refemnce.~on~l} 6.2~O s Mar 52005 MiTek tndusmes, Inc. Thu Mar 2412:54:42 2005 Pag~ 1 LEE BUILDING CO , , · 7 3 e.m F~2 LOADI~ (pst~ SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1,15 TC 0,95 TCDL 10.0 Lumber Increase 1.t5 BC 0.88 BCLL 0.9 Rep Stress Incr YES ~VB 0.96 BCDL 10,0 Code iRC20OOFi'PI2002 !Matrfx) LUMBER TOP CHORD 2 X 4 SPF No.2 0OT CHORD 2 X 4 SPF No.2 'Except' 13-t6 2 X 4 SPF t650F 1.5E WEBS 2 X 4 SPF Stud *Except* 2-17 2 X 4 SPF No,2.3.16 2 X 4 SPF No.2. 6-14 2 X 4 SPF NO.2 7-14 2 X4 SPF No.2 DEFL tn (loc) i/deft L/d PLATES GRIP Veft(LL',, -0.37 15-16 >999 360 MIl20 197/144 Veni[TL) q).95 15-16 >436 240 Horz(TL) 0.77 11 n/a Wind(LL) 0.47 15-16 >688 240 Weight; 179 BRACING TOP CHORD Sheatiled, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-9-6 oc bracing, VV~B$ I Row at midpt 5-15.6-14, 8-12 REACTIONS (lb/size) 18=1455/0-5-8. 11=t384/0-3-8 Max Horz 18=586(Ioad case 4) Max Upl~lS=-221({oad case 5), 11=-217(Ioad case 5) FORCES (ih) - Me~dmum Compression/Maximum Tension TOP CHORD 2.18=.1440/566 1.2=0/38, 2.3=.3337./1099, 3-4~5180/~565, 4.5=-5072/1583, 5-6=-2220/564 6~7~-1209/319. BOT CHORD t7-18----693/454, 16~17=-1468/3254. 15-16~-1409/4103. 14-15=-520/2000. 13-14=-187/t259. 12-13=-187/1259 WEBS 2-17=-753/2686, 3-t7=-1037/387 3.16=-249/1571, 5-16=-780/2232, 5-15='2493/1019- 6'15=-294/1066' 6-14=-1348/532 7.14~-299/1147.5-14=-230/240. 5-12=/227/75, 9-12=0/319.9-11 ~17~4/284 NOTES LOAD CASE(S) Standard Trdss T~ ........ Qty P~ Silvertborne Homes q-OT 22 SEDGWICK 1805652 8x16 MIl20 LOADING(psf) DEFL in (ioc) i/deft LJd PLATES GRIP SPACING CSl -0.40 13-14 >999 360 MI~20 t97/144 [ TCLL 20.0 Plates Increase 1.15 TC 0.91 Vert(LL) TCDL 10.0 Lumbert~crease 1,15 BC 0.36 Vert(TL) -1.07 13-14 >389 240 REACTIONS (Ib/s~e) 16=1455/0-5-8, 10=1384/0~3-8 Max upigt16=*220(loed ~ase 5), I 0=-219(ioad case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2.16=-1439/567, 1-2=0/38.2-3=-3333/1105, 3-4=-5007/1496. ~5=-4898/1513.5-6-~4987/1689, 6-7=-1824/540, BOT CHORD 15-t6=-7321449. 14-15~-1463/3230.13-14=-542/1954 12'13='189/1300' 11~12='189/1300' t0-t1=.187/1304 WEBS 3-15=-759/2688.3-15=-987/362, 3-t4=-184/14t6, 5-14-~300/250, 6-14=~1302J3239 6~13=-11431575, 7-13---4t6/1388 NOTES dghtexposed endYertioalleftandr;ght pos~; be = . pi g p = 5) Beadng at jo nt(s) t6 considers paraliol to gra,n va ue usl~ ANSI/TPI i angle t° grain formula. ~u#alng aes~gner snou~ va, ,y ~pa~,q~ ~, -.~\ ~ .~C~ ~, ~, ~, ~ ~ ~. ~Z~ .... ~y ~/~// ~o. ~ ? ~ ~ ~o ~ STATE OF ~ Cc~ p ate Offsets (X~ ~0,0,1 .~ ,~..0:3~,0:~1 0:0-4-47_0-2-4Jj~1 3:0,2-1 2~- .2J[~:.5:_2,0'~ ...... LOADING(psf) SPACING 2~-0 CSI DEFL n (loC) i/deft L/6 PLAI~S GRIP TCLL 20.0 Plates increase 1A5 TC 0.53 Ve~(LL) -0.27 20,21 >999 360 ~920 1971144 TCDL 10.0 LumDerthcreese 1.15 BC 0.79 Vert(TL) -0.6520-21 >645 240 MII20H 148/108 BCLL 0~0 Rep Stress Incr NO WB 0.62 HOrZ(TL) 0.33 13 n/a n/a MlIISH 141/t38 BCDL 10.0 Co~e IRC2000/TPI2002 (Mat~x) Wind(LL) 0~34 20-21 >999 240 Weight: 372 lb REACTIONS (lb/size} 2=309b/0~3'8. 13=3081/0-3~ Max Horz 2-~166(load case 3) NOTES t) 2-ply tnJss to be connected together with 16d Common(.162"x3.5") Nails as follOWS 5) Prov de adequate drainage to prevent water por~dlng. - ............... ~ ~ %%~D J~t'~.~' '~; ~ 6)Th~st~sshasbeendes~gnedteral0.0~sf?ot~0 ch ~/~ ~?.,~ .~(~ ~ beadeg surface. March 24,2_(~_5 , Jj~ob3~305 SGI ROOF TRUSS Reference LO~ CASE(S) ~a~  ~: ~8056531; .. Job Rqference~qpti~ ~ LOADING (ps/') SPACING 2-0-8 TCLL 20.0 Plates tncrease 1,15 ';TCDL 10.0 Lumber Increase 1.15 BCLL 0,0 Rep Stress incr NO BCDL t0 0 Code IRC2000/TPI2002 LUMBER TOP CHORD 2 X 4 SPF No,2 BDT CHORD 2 X 6 SPF No.2 WEBS 2 X 4 SPF Stud CSI DEFL m (loc) I/deft TC 0.29 Velt(LL) -0,00 6-7 >99t 360 ~C 0.11 vert(TL) -0.01 6-7 >999 240 ~ 0.09 HO~Z(TL) 0.00 6 n/a n/a (Matrix) V~Od(LL) 0.01 7 >999 240 BRACING TOP CHORD BDT CHORD PLATES GRIP MIl20 197/144 REACTIONS (lb/size) 6=1551MeedanicaL 2=203/0-8-8 Max Horz2=73(inae case 5) FORCES (lb) - Ma~mum Compression/Maximum Tens~ TOP CHORD 1-2=0/35, 2-3r-209/20, 3-4=-t66/31.4-9=-188/55, 9-10=-188/55, 5-10=-t88/55 5-8=-91/56 BOTCHORD 2-8=-34/t55 7-8=-24/140, 7-11---65/188, 11-12---651188.6~12---651188 NOTES 1 Wind: ASCE 7-98; 90mpri; h=25ft; TCDL=6.0psf; BCDL=6-0ps~,~ateg°~/9; Exp C; e=~.cJOsed: MWFRS gabte enci z°r~: cang~r I~ and dght exposed: end ver~icat eft and ~bt exposed; Lumber DOL 1.33 plate g~p DOL 1.33, 2) Provide adequate drainage to prevent water ponding. 3) This tress has been aes~ned for a 10.0 psf botinm cnorci hve toed nonconcurrent with any °ther I~ve ~°a~s' ~\ ~ [ -~ 4) Refer to girder(s) for tress to t~uss conm~ctions. . . 0) Bearing at joint(s) 2 considers para~lel to grain value using AN$~/TPI 1 angle to grain formuta. Builc~ing designer shoulcl verify capacity of~ ~ ~ ~ ~ 7) Hanger(s)o r othe r ~ n necti 'on dew ce{ s ) She be provided sufficient to support concentrated Ioed(s) 3a lb down aed 90 lb uP at - *41 1~8, and ~~. and 8 I1~ .~" ~'~' ~ ~'~'~;~ G /~// // 8) in the LOAD CASE(S) section, laeds applied to ~e face of the tress am noted as from (F) 0r back (S), ,~- ¢~,~.,~C~ '~,,~.% ~ Concentrated Loads (lb) %~ %*./~r~%." ,~' ~ March 2~4 2~2~_5_ !i)0~ Truss T~u~s Type 305 SG3 ROOF TRUSS CARTER - LEE BUILDING COMPONENTS MOORESVtLLE IN. 46158 8.00 [~ 3x12 MIl20 32 ~te_ .~-:::-Offsets X~,Y~[~:0-2-14,_07~ ~5-0,0~2~]L[11:0"4'0,~0~I 3:0'3'-0 0'1'12],___ . ~ . [~ I:C-3-0.q~ LOADING(pst) SPACING 2'0-0 CSl DEF~ tn 0oc) i/deft L/d PLATES TCLL 20.0 Plates Increase 1.15 TC 0.97 Vatt(LL) -0.46 20 >919 360 MIl20 TCDL 10.0 Luml0erincrease 1.15 BC 0.90 Vett(TL) -1.2220-21 >361 240 BCLL 0.0 Rep Stress Incr NO WB 0~92 HOrZ(TL) 0.99 13 nla nla BCDL 10.0 Code IRC2000/TPI2002 (Matrtx) WInd(LL) 0.S7 20 >656 240 Weight: 200 LUMBER TOP CHORD 2 X 6 SPF No.2 *Except* 3'0 2 X 4 SPF 2190F 1.8E. 11-14 2 X 4 SPF No.2, 1-3 2 X 4 SPF NO.2 BOT CHORD 2 X 9 SPF 1650F 1.4E WEBS 2 X 4 SPF Stud *Excel~t* 5-22 2 X 4 SPF No.2, 2~23 2 X 4 SPF No.2.4~22 2 X 4 SPF No.2 GRiP BRACING TOP CHORD Shea~ecl. BOT CHORD Rigkt ceding dlrecsy applied or 5.7-0 oc braCing. 2 Wind: ASCE 7-98; S0mph; h=25R; TCDL=6.0psf; BCDL=6.0psf; Category IL dE~P~ DC~lC~ed, Mm/;-~ game enu zone 3) P~ovide adequate drainage to prevent water ponding. . 5) Provide mechanical concectiofl (I)y od~erSlOf tress to bearing Plate caoable of v~ghstood,*ng 74810 uPtift at j°int 13 and 479 [b uPgff at j°int ~ 24 March ~4 2~005 down et 22-11-4.25 b down et 24-11~4, 25 Ib down at ~26_-1 t-4, 27 lb down.at 25-11-4, 25 lb d~ at .30-11~4, 25 lb dow~ ~. 3~l~,t4;rsand 99 b down and 63 lb u~ at 32-1~ -4. LOADING (psf) SPACING 2-~'0 TCLL 20.0 Plates InCrease 1 15 TCDL 10.0 Lumber Increase t.15 BCLL 0.0 Rep Stress lnc~ YES Code IRC2000/TPI20O2 BCDL 10.0 LUMBER TOP CHORD 2 X 4 SPF NO.2 D 2 X4 SPFNo.2 WEBS 2 X4 SPF Stud WEDGE Lef~ 2 X4 SPF Stud CSI DEFL in (loc) I/de8 ~'d PLATES ~ TC 0.54 Vert{LL) -0.07 2-4 >999 360 Mil20 197/144 BC 0.36 Veft(TL) -0.17 2-4 >403 240 VVB 0,00 Horz(TL) 0.09 4 nla n/a REACTIONS (lb/size) 4=222/MeChanical, 2=305/0-3-8 Max HorZ2=187~1oad case 4) Max Uplift4=-06{ioad case 5), 2=-58(10ad case 5) FORCES db',, - Meximum Compress~n/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-136/87 3-4=-1651142 BOT CHORD 2-4=-38/53 ~NOTEE ) Wind: ASCE 7-98; 90mpl~; h=25~ TCDL=6.0psf: BCDL=6,0psf; CategoPj it; Exp C: enclosed; MWFR$ gable end zone: cantJle~r reft an0 ngt~t exposed: end verUca[ left and 13ght exposed: Lumber DOL=1,33 plate grip DOL=1.33. March 24,2~ T10 ROOF USS CARTER - LEE BUILDING COMPONENTS, MOORESVILLE , tN. 46158 .... ~ [Ply Sih~erthome HOmes *LOT 22 SEDGWtCK ~0- s~0~5 MiTek iudust~es Inc Thu Mar 24 12:54:45 2005 Page 17-7-8 21-6-12 28-4-14 212 / 7 LOADING (psf) SPACING 2-0-0 CSt TCLL 20.0 Rates Increase 1.15 TC 0,73 TCDL 10.0 Lumber Increase 1.15 SC 0.72 BCLL 0.0 Rep Stress Incr YES VVB 0.67 BCDL I0.0 Code IRC2000/TPI2002 (Matrix) LUMBER TOP CHORD 2 X 4 SPF NO.2 SOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF No.2 *ExCept* 9-10 2 X 4 SPF Stud 3-16 2 X 4 SPF Stud. 5-16 2 X 4 SPF Stud 7-122X4SPF StuO 8-11 2X4SPFStud DEFL in {loc) 9deft L/~ PLATES GRIP Ve~t(LL) -0.14 2-16 >999 360 M020 1971144 Vert(TL) -0.42 2-16 >995 240 HOrZ(TL) 0.08 10 n/a Wind(LL) 0.10 2-16 >999 240 Weight 192tb BRACING REACTIONS Ob/size) 10=1397/Mechanical. 2=1468/0-3-8 Max Horz2=535(Icad case 4) Max Uplift10-~312(icad case 4), 2=-246(1oad case 5) FORCES (lb) - Maximum CompressioWMaximum Tens~n TOP CHORD 1-2=0/33 2-3~-2135/302, 3"4~-1946/299, 4-5=-1840/334, 5-6=-1362/293 6-7=-1327~331, 7-8='861/224, 8'9="86t~25 9'10=-1332/322 97/118 BOTCHORD 2.t6=~450/1703 15-16=-370/1380 14-t5=~370/1380. 13-14=-306/1278 12-13=-306/1278 tt~12="305/1290, 10-t1=- 9-11~295/1432 NOTES 5) Refer to girder(s) for buss to buss connections. LOAD CASE(S) Standard ~ ~o. 199004}5 ~ ~ ~, STATEOF ¢,~ .March 24,2 Scale = 1:74.7 10x10 MIl20" ~ ....... ~ ..... ~ F LOADING(pst) i SPACING 2~0-0 CSl DE L in (Icc) I/deft TCLL 20.0 i Plates Increase 1,15 TC 0.75 [ Vert(LL) -0.23 1 5-15 >999 TCDL 10.0 Lumber increase 1 !5 BC 0.33 [ Vert(TL -o.43 13.15 >~07 BCLL 0 0 Rep S~ess Incr YES ~ 0+51 HOrZ(TL) 3.01 12 >999 9.09 15-15 BCDL 10.0 ~ Code IRC2000FFPI2002 (Matdx) i Wiod(LL) BCDL_ ud PLATES GRIP 369 MIl20 197/144 249 n/a 240 Weight: 181 Ib LUMBER BRACING TOPCHORD 2X6SPF1650Ft.4E TOPCHORD Sheathedor5-2-11ocpurims~ exceptena vemcals BOT CHORD 2 X 10 SYP 2250F 1 .gE E~OT CHORD R~id ~eiJ}~g direC~y applied or t $0-9 oc braCing WEBS 2 X 4 SPE Stud JOINTS 1 BraCe at J~s): 17 REACTIONS Ob/size) 15=1509/~-3.8. 12=1509/0-3.8 Max Hon[ 16=-353(I0ed case 3) Ma~ Uplfft16=~52(ioad case 5), 12=-52(Ioad case 6) FORCES (lb) - Me. mum Compression/Maximum Tension TOPCHORD 1.2=0144,2.3=_1411102 3.4=~1569178.4.5=.10071143 5-S=.34/460,6.7=-35/460.7-8=-10071143 8-9=-1569/78, BOT CHORD 15-16=.98/977. 14~15=0/1003. t5-14=0/1003.12-13=0/977 right exposed; eod vertical teft and right exposed Lumber DGL=1.33 plate grip DO1~=1.33. . 4) Cei ing dead ~oad (5.0 I~f) on member(s}, 4-5, 7-8, 5-17, 7-t7 ' 3-t5 LOAD CASE(S) Standard J0340305 T/IA A"f TlC 2 1 J°b R~e~'... ~e~l~°~) ..... *~g~P~ 1 22-11-0 Scale = 1:747 CSl DEFL in (loc) /deft Ua TC 0.75 VeP.(LL) -0.23 12-14 >999 360 BC 0.33 vert(TL) -0.43 12-14 >605 240 PLA'RES MIt20 GRIP BRACING TOP CHORD DOT CHORD JOINTS REACTIONS (Ib/s~e) 15=1439/0-3-8, 11=1511/0-3-8 Max Horz t 5=-368fload case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1.2=-15tl57- 2-3=-1574/77~ 3-4=~1~9~143~ 4~5=-33~462~ 5`6=~34~46~ 6,7=~1~9/142~ 7-~=,1572~75` 6,9=-141/1~2~ DOT CHORD 14"15=-96/990, 13~14=0/1005. 12~13=0/1005, 11-12--0/979 NOTES 4) Ceiling dead lead (5.0 pst) on member(s), 3*4, 6,7, 4-16, 6-16 ' 2 14 5) Boltom chord ive lo,rd (40.0 ps~ and addtfioe~l bottom ch~rd dead k~d (10.0 p~ apptl? onl.y ,t? r~. ?. ~_.. LOAD CASE(S) Standard L ~ $~ Idmltmll~ c~voil~ble f rom Truss Pl~le ~n. slfl~ .u re, 583 D'Ono~io_ ~ve. N~3d~on, WI c~/, ~. __ __ ~ ~b ]T~Tm~ .... T~Type .... ~Ot~ Ply ~ $¢~,~eH~=[.OT 22 SEDGWiCk LOADING (pst) SPACING 2-0-0 TCLL 20.0 Plates frtcrease 1,15 TCDL 10.0 Lumber Increase 1.15 BCLL o.0 Rep Stress Incr YES BCDL ~0.0 Code IRC2000/TpI2002 LUMBER TOP CHORD 2 X4 SPF NO.2 BOT CHORC 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud WEDGE Lef~ 2 X 4 SPF Stud CSI DEFL m (.loc) I/deft Lid TC 0.54 Vert(LL) -0.07 2-4 >999 360 BC 0.36 Ver~(TL) -0.17 2-4 >403 240 WB 0.00 Ho~(TL) 0.00 4 ~/a (Matrix) W3nd(LL) ~).00 2 >999 240 PLA'IRS GRIP BRACING TOP CHORD BOT CHORD LOAD CASE(B) Standard J0340305 T2 ROOF TRUSS CARTER ~ LEE BUILDING COMPONENTS, MOORESVIM~E. iN. 46158 2 i3 t LOADING (psf) SPACING 2-00 CSI DEFL in (lOC) /deft L/cl PLATES GRIP Plates increase 1.15 TC 0.08 Vert(LL) -0.00 2 >999 360 Mil20 197/144 TCLL 20.0 TCDL 10.0 Lumberlncrease 145 BC 0.03 Vert(TL) -0.00 2-4 >999 240 BCLL 0.0 Rep Stress inc~ YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Cede IRC2000/TPI2002 (Matrix) W~nd(LL) S.o0 2 "'-- 240 We[grd: 6 lb LUMBER BRACING TOP CHORD 2X 4SPF No.2 TOP CHORD SheatJ~t or 1-7-14 sc purlins SOT CHORD 2 X 4 SPF No.2 SOT CHORD Rigid cei~i~l{~ direcUy applied or I REACTIONS Ob/size) 2--146/0-3-8, 4=16/Mechanical. 3=29/Mechanical Max Horz2=82(load case 5) Max U~ift2=-S3(ioad case 5), 3=~22(toad case 5} Max Grav2=146(ioad case t }, 4=32gaad case 2), 3=28(ioad case 1 ) FORCES (lb) - Maximum Compression/Maximum Tens=n TOP CHORD 1-2=0/29. 2.3=-41/11 BOTCHORD NOTES 1) Wind: ASCE 7-98; 90mptt; h=25ft; TCDL=6.0psf; BCDL=6,0psf; Category II; Exp C; e=nl,~3~ed; MWFRS gable end zone: canaiever ~eft and rightexposed;end vertlcattaft and dghtexposed Lumbor DOL=1,33 ptetegrlpDOL=· 2) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 3) Retor to girder(s) for trass to buss connections, 4} Bearing at jo rd(s) 2 considers paraltai to grain raise using ANSi/Tp~ 1 angio fo grain tormula. Building des~lner stloul~ redly capacity of bearing surface ...... oint 5) provide r~echanical conneclfon (by others} of truss to beanng Iflato capabio of withstanding 83 lb uplift at ~c~nt 2 and 2g tb uP~ift at J 3 LOAD CASE(S) Standard ~RTER~LEE BUILDINGCOMPONENTS. MOORESVILLE IN. 46158 Q~ Pry Silverthome ~omes-LO- T22SEDG~C--K Plate Offsets i LOADING (psf) SPACING 2~O*0 CSI i TCLL 20.0 Piates Increase 1.15 TC 0.20 TCDL 10.0 Lumbe~ InCrease 1.15 BC 0.03 BCLL 0.0 Rep Stress incr YES VVB 0.00 BCDL 10.0 Cede IRC2000/TPI2002 (Matrix) LUMBER TOP CHORD 2 X 4 SPF NO.2 BOT CHORD 2 X 4 SPF No,2 WEDGE Left: 2 X 4 SPF Stud DEFL ~n (l~C) i/deft u~ PLATES GRIP Ve~t(LL) qZ00 2 >999 360 Mi/20 197/144 'v'ert(TL) -0,00 2-4 >999 240 HOr~(TL) -0.00 3 nla n/a ~OTES 1 ) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.0PSf; BCDL=6,0psf; Catego~'J II; Exp C: enclosed; MWFRS gable end zone: cant~ever left and ~ ,o'~ STATE OF ~:~ ~ ........................ March 4x8 MIl20 Plate Offsets (X,Y~7~O-0:6~,, 10:0-8-7.0~-6j LOADING(pst) SPACING 2-0-0 CSl DEFL in (loc} ~/defl IJd PLATES TCLL 20.0 Plates increase 1.15 TC 0.42 Ve~t(LL) -O.15 2-16 >999 360 MIl20 TCDL 10.0 Lumberlncrease 1.15 BC 0.70 Ve~(TL) ~0.44 2-16 >949 240 BCLL 0.0 Rep S~ess Incr YES WB 0.50 HOrZ(TL) 0.11 10 n/a ~/a BCDL 10,0 CodetRC2000/TPI2002 (Mat~x) Wirtd(LL) 0.10 2-16 >999 240 Weightc1561b LUMBER TOP CHORD 2X4SPFNo.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 BRACING TOP CHORD Sheathed or 3~-13 oc pedins BOT CHORD Rigid ceiling direc~y applied or 9-9.~I ac bracing. WEBS I Row at m~lpt 5-14, 7-14 REACTIONS Ob/size) 2=1467/0-3-8, 10=1467/0-3-8 Max Hoi-z2=-373(toad case 3) Max Uplift2=-248(10ad case 5), 10~-248(ioad case 6) FORCES (lb). Maximum Compression/Maximum Tension TOP CHORD 1-2--0/33, 2-3=-2133/307, 3-4=-1943/304.4-5=-1841/339, 5~1363/327, 6-7=-1363/326.7-8~-1841/339, 8-9---1943~304 9~10=-2133/307. 10-11=0/33 WEBS 3-10=-2911233.5-16=-91/491.5-14=-5~4/292, 5-14~204/1054, 7~14~-564/292 7-12=-91/491 9-12-~-291/233 NOTES LOAD CASE(S) Standar~ .... I ........ A~ 3x4 MIl20 LOADING (psf) SPACING TCDL lO,0 Lumper increase 1,15 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 WEBS 2 X 4 SPF Stud *Except" CSl TC 0.44 BC 0.74 ~ 0.5! (Matrix) DEFL i~ {loc) I/deft L Jcl Ver~(LL} -0.15 2-15 >999 360 Vert(TL -0.45 1(~11 >934 240 Horz(TL) 0.1t 10 Wind(LL) 0.11 10-11 >999 240 BRACING 5-13 2 X 4 SPF No.2. 6-13 2 X4 SPF No.2, 7-13 2 X4 SPF No.2 TOPCHORD BOTCHORD VVEBS REACTIONS (lb/size) 2=1468/0-3-8. 10=1397/0-3-8 Max Hofz2=333(Ioad case 4) Max U plJf~=-24S(Ioad case 5). 10=-194(toad case 6) FORCES (lb) - Maximum Compressmn/Maximum TenSion TOP CHORD t.2=0133.2-3=.2t 35/307, 3~-=~1945/304.4-5=-1843/339. 5-6=-t364/323 6-7=-1364/327.7-8=-1848/347, 8-9=-1951/312 WEBS 3-t5=-291/233. 5-15=-91/491 5-13=-564/292 6-13=-205/1056.7-13=-567/295. 7~11=-99/494. 9-11=-296/238 NOTES 2) Wind: ASCE 7-98: 90mph; h=25ff; TCDL=6.0psf; BCDL=6.0psf; Category II; Exp C; enclosed; MVVFRS gable end ~or~: canalowr left and ~ right exposed; end vertical left and right exposed; Lumber DOL=I ~33 plate gnp DO~=1.33, . 3) This tress has been designed for a 10.0 psf bottom chord live load nonconcurrent wifl3 any other live loads. _OAD CASE(S) Standard 'zoo 7.10-12 LOADING(pst) SPACING 2-0'0 TCLL 20.0 Rates Increase TCDL t0.0 Lamber iocmase 1.15 BCLL 0.0 Rep Stress [ncr YES BCDL t0.0 Code IRC2000/TPI2002 CSI TC 0.31 BC 0,45 ~ 0.61 (Matrix) LUMBER TOP CHORD 2 X 4 SPF No 2 BOTCHORD 2 X4 SPF No.2 2 X 4 SPF No.2 *Except~ WEBS 3-12 2 X4 SPF Stu~ 7-10 2 X4 SPF Stud WEDGE Left 2 X 6 SPF No.2. Right: 2 X 6 SPF No.2 DEFL m (loc) I/deft L/cl PLATES GRIp Vert(LL) -0.10 2-12 >997 360 MIl20 197/144 Vert(TL) -0.26 2~12 >373 240 HoFz(TL) 0.01 0 n/a rua Widd(LL) 0.05 2-12 >999 240 Weight: 98 [b BRACING TOP CHORD Sheathed or 6-0'0 oc purhns. BOT CHORD Rigid ceiling directly appl~e~ or 6-0~) oc bracing. FORCES (lb) - MaximumCompression/Maximum Tension TOP CHORD t-200/33. 2-30-355/t42, 3-40-408/193.4-50-295/232, 5-60-4061319.6-70-517/28t, 7-80-595109.8-9=0/33 BOT CHORD 2-120-1551272.11-12--t27/274-16-110-1271274.8-~000/338 WEBS 3-120-5791245 3-100.11/326. 5-100-278/257, 7~100-274/332 NOTES 2) Wind ASCE 7-98; 90rap. h=25ft; TCDL=6.0p~f; BCDL=6.0pSf; Categmy It; Exp )~1~ =nlct.~3 ed MWFRS gable eh= zone. can'alever ,eh 3} Th s truss has t3een designed for a 10.0 psf bof~om c~'~rd li~e toad nonconcu~en~ with a~Y other t~ve !~d~,. ........ LOAD CASE(S) Standard j~ "- -[ T~- ........ Truss ¥~ J0340305 ~0^ ROOF "muss -'~/~R~EE SUILOING~OMPONENT$, MO(~ESVILLE lN.40158 ](~ty P¥ Sii~b'~'Homes *LOT 22 Job Reference (~ 6,200 s Mar 5 2005 M~k indusines. Inc. Thu Mar 24 12:54:48 2005 Pag~ LUMBER TOP CHORD 2X4 SPF NO.2 BDT CHORD 2 X 4 SPF No.2 ~BS 2 X 4 SPF No,2 *Except* 2-10 2 X4 SPF Stud. 5-8 2 X 4 SPF Stud WEDGE Left: 2 X 6 SPF No.2, Right: 2 X 6 SPF No.2 CSt OEFL in (loc} Irde~ L/d PLATES TC 0.3' Vert(LL) -0.10 1-10 >997 360 MIl20 197/144 SC 0.45 Vert(TL) -0.26 1~I0 >366 240 WB 0.61 Horz(TL) 0.01 6 r~a (Matrix) V~nd(LL) 0.07 1-10 >999 240 Weight: 97 lb BRACING TOP CHORD Sheafi~ed or 6~-0 DC pudins. BDT CHORD Rigid ceiling difect¥ applied or 6-0-0 Dc bracing. REACTIONS (Ib/$~ze) 1=397/0-3~8, 10=~83/0-3-8. 6=607/6-3-8 Max Horz 1~-343(Io~d case 3) Max Upi~l=-S6(Ioad case 6). 10=-146(load case 5), 6-~118(load case 6) 3)Thistrusshasbeendesignedf~ra1~psfb~tinmc~ve~adn~nc~nc~rrentwithany~ther~ad$~ ~ ~ ~¢~ ~% ~ ~ /[ ~ -o ~ STATEOE /~' S "',~2~'e~ A~ ~ e~' Scale = 1:89.1 [5~et~ (X, Y}: [2:0-16.7,6.1-6]. [1_~_0-5.8,6.2-0~L LOADING (PS0 I SPACING 2-0-0 CSl TCLL 20,0 ~ Plates Increase 1,15 TC 0.50 TCDL 10.0 I Lumber Increase 1.15 BC 0,75 iBCLL 0.0 '1 Rep Stress incr YES WB 0,g3 BCDL t0.5 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 *Except' 5-15 2 X 4 SPF No,2, 6-15 2 X 4 SPF NO.2, 7-15 2 X 4 SPF No,2 DEFL in (loc) I/deft Ud PLATES GRIP Ve~t(LL) .0.18 15-17 >g99 360 MIl20 1971144 Vei~TLI -0.52 15-17 >806 240 HOFz,(TL} 0.10 11 n/a nla WJnd(LL) 0.09 2-t7 >999 240 VVeight: 165 Ib BRACING REACTIONS (lb/size) 11=1397/Mechan~al,2=1468/6.5.8 Max Horz2=426(ioad case 4) FORCES (lb) * Maximum Compression/Maximum Tension TOP CHORD 1-2=0/33. 2-3=-2t72/298, 3-4=-2004/330.4-5=~1903/365. 5-6=-1365/324.6-7~-1396/323. 7.8=-1753~80. 6.9=-1886/255. 9-12=-1200/266. 16-12=-316/2166 LOAD CASE(S] Standard Job Retemn?~ LOADING (psf) SPACING 2`0-0 CSI TCLL 20.0 Plates Increase 1.15 TC 0.81 TCDL 10.0 Lumber increase 1.15 BC 0.78 BCLL 0.0 Rep Stress mcr YES VW 0.86 BCDL ~0.0 Code {RC2000FFPI2002 (Matrix) DEFL in (loc) i/deft L Jcl PLATES GRIP Vert(LL) `0.33 1%13 >999 360 MIl20 ~97/144 Vert(TL) -0.98 11-13 >453 240 HOFZ(TL) 0.00 10 nra Wind(LL) 0,11 245 >999 240 LUMBER TOP CHORD 2X4SPFNo.2 BDT CHORD 2 X 4 SPF 1650F 1.5E 'Except* 24 4 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud *Except" 5-13 2 X 4 SPF No 2. 6-13 2 X 4 SPF No.2.7-13 2 X 4 SPF No.2 7-11 2 X 4 SPF No.2 BRACING TOP CHORD Sheathea or 3-2-11 oc purims, except end verticals. BDT CHORD Rigid ceil~ directly appliod or 9-5-5 Dc bramng, WEBS I Row et m~tut 9-10, 5-13. 7-13 REACTIONS (lb/size) t0=13971MechaniCaL 2=1468/0-3`0 Max Horz2=45g{ioad case 4) Max Up~iftl 0=-200(load case 6), 2=-248(10ad case 5) FORCES {lb) - Maximum Compression/Maximum Tensmn TOP CHORD 1-2=9133.2-3=-2119/315.3-4=-1895/205, 45=-1793/320, 5`0=43711316 6-7~1364/324. 7-8=-2163/421 8-9=-1675/249 9-10=4345/223 BDT CHORD 2-15~-376/1693. 14-15=-20011388 13-14=-200/1386. 1243=-86/1348.11-12---86/1348.10-11=-71/53 ~ : No. 19900415 ~-~ ~ STATE OF March 24 20~O~J SPACING 2-00 CSI DEFL m (loc) I/deft L/d Plateslncrease 1.15 TC 0.80 Ve~(LL) -0.19 10-11 >999 360 Lumber ncrease 1,15 BC 0.71 Vert(TL) -0.51 10-11 >828 240 LOADING (psf) TCLL 20.0 TCDL 10,0 BCLL 0.0 BCDL 10.0 PLATES GRIP M820 197/144 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 SflJd *Except* VVEBS 6`13 2 X 4 SPF No.2.6-13 2 X 4 SPF No.2 7-~f3 2 X 4 SPF No,2 REACTIONS (lb/size) 10=1397/MechanicaL 2=1468/0-3-8 Max Ho~z2=492(Ioad case 4) Max Upifftl0=-206(Ioad case 6), 2=-247(Ioad case 5~ FORCES (lb) - Me~imum Compression/Maximum Tensmn TOP CHORD 1-2=0/33.2-3=-2141/303, 3-4=-1962/310, 4-5-~-1858/344, 5-6~-1362/306 6-7='1410/316. 7~8=~1523/267, 8-0~75/81 WEBS 3-15=-293/236 5.15=-95/502.5-t 3=-5561286. 6,13=-175/978, 7-13----627/250.7-11=-729/204. 0-1 t =-122J110~ dght exposed; end vertical teft and right exposed; Lumber DOL=1,33 plate gnp DOL=I JOb Referen~o~p~_o~l. ~]) 3x4 MI)20 'J j~ LOADING(pst) SPACING 2-0-0 CSl DEFL in (loc) i/deft LYd PLATES GRIP TCLL 20.0 Plateslncrease 1.15 TC 0.43 Vert(LL) -0.10 2d6 >999 360 MIl20 197/144 TCDL 10.0 Lumberlncrease 1.15 BC 0.64 Vert(TL) -0.30 12-14 >999 240 BCLL 0.0 Rep Sfl'ess Incr YES ',NB 0.74 Horz(TL) 0.09 10 n/a ~/a BCDL 10.0 CcdelRC2090/TP~2002 (Matrix) ~nd(LL) 0.09 2-16 >990 240 Weight:1891b LUMBER BRACING TOP CHORD 2 X 4 SPF NO.2 TOP CHORD Sheathed or 3/6~12 oc purlins, except eno vemcais. SOT CHORD 2 X 4 SPF No,2 BOT CHORD Rig~ ceiling directly eppl~d or 9-1-6 oc orach3g, WEBS 2 X 4 SPF Stud *Except- WEBS 1 Row at midol 9d 0 5-14.7-14.7-12, 8-10 6-14 2 X 4 SPF No.2. 7-14 2 X 4 SPF No.2, 8-12 2 X 4 SPF No.2 0,10 2X 4 SPF No,2 REACTIONS (lb/Size) 10=1397/Mechanica), 2=1468/0-3-0 Max Horz 2=525(Ioa0 case 4) Max Upliftl 0=~277()oad case 4), 2=-247(k:~d case 5) FORCES (lb) - Maximum Compression/Maximum Tensm~ TOP CHORD 1-2--0/33 2-3=-2160/296, 34=-2025/349, 4-5=-1920/394, 5-~=-1513/352. 5-7=-1216/326. 7-0~-1331/253.8-9=-81/111 9.19=-163/99 WEBS 3~16=-290/239 5-16=-153/492, 5-14=-542/315. 6-14= 244/I 116.7-14=-616/213, 7-12---490/195 8-12=-132/786. 8-11=0/255 · 8-10=d 450/263 NOTES 5) Refer to girde~(s) for truss to truss connections, m~ ~ ~ TOP CHORD o~ TOP CNORD Z 24~4-0 rn