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HomeMy WebLinkAbout05040051-Truss InfoRe: 30770305 Silverthome Homes 17 Sedgwick MiTek Industries, Inc. 14515 North Outer Fody Drive Suite 300 Chesten3eld, MO 63017-5746 Telephone 3t4/434-1200 Fax 314/4344343 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the par~eters provided by Carter-Lee Building Components. Pages or sheets covered by this seal: 18035523 thru 18035567 My license renewal date for the state of lndiana is July 31, 2006. NO ~9900415 ~ ~ STATE OF . ~' > M~ch 21,2~5 Liu, X~g ~e se~ on ~hese drawings indicate accept~ce of pmfession~ engineering ~sponsibility solely for ~e ~uss com~nems shown. The sffimbility ~d me of this component for ~y p~icul~ build~g is ~e ~spomibili~ of the building desirer, per ANS~TPI-2002 Chapter 2. TCDL 10~0 EUmpa~ln~reese t.15 / BC 0.12 Ve~TL) -0.01 13 n/r 120 BCLE 0.0 I R~ Stress Incr NO ! WB 0.0g ! Hotz(TL) 0.00 14 ru'e BCDL 10.0 --- COdetRC200..~_ 0/TPI2002 I (Mabix) I Wind(LL) 0.01 13 n/r 120 Weight: 681b OTHERS 2X4SpFStud REAc~(lb/size) 24--137!12~5.8; ~4=137/12-5-8, 19=t12/12-5-8, 20=109/12-5~, 2'i=105/12-5-8, 22=114/12-5-8, 23=35/12-5-8, Max Hoiz24~i ~(ioad case 3) 15~6(!cad case 4) FORCES (10) ~ Maximam Co~P~io~mam Tension ~BS 7;19~128/0~ 6'20~B3/58, 5-21 =-79/155, 4-22~85/70, 3-23---62J84, 8-18=-83/55, 9-~ 7~79/a~, a 0-10=-85/79, I a -a 5=-49/71 .o~s 1) Unpalan~ roof i~ !cad~ here been cedside~ed for this design. 2} Vv~d; ASCE 7~98; 90mph; h=25ft; TC D L=6,0psf; BC DL=6.0psf; Category Ii; Exp C; enclosed; MWFRS gable end zone; cantilever left and right eXP°sed; end ~ '' a"d dght expased; Lumber DOL=1'33 plate gdP DOL=l'33' ir~ the pla~le of the truss ooiy For studs exposed to w~d <130r~nal to the face),s~e MiTek "Standard Gable .~ ~i~ /~. w~ any other tire loads. ~ braced against far, rat movement (Le. diagonal web). ~ 7) Gable studs spaced at !-4-0 oc; ~ STA~E ©F 8) Provide mecfla~ ~ll~0n (by o~ers) of truss to bearing plate capable of wilflstanding t47 lb uplift at joint 24, 95 tb uplift at joint 14, .Pl~ at Jo!st ~ 6 anti !~ !b Up!~ et Jblnt 15, Desi~v~oi~o~lyw{th~ekconneco~ Th defign.bt3osedon~/uponporarne..~?_shown, a?lslo~ntn.d~;dualbui~JnOc°~ne~own MiTek' I [ i ~Job Reference (~ LC~E BUILDING~(~O~TS. M~ORE--~S~LLE i~58 ..... .pi? offse~.~... 1_8;:0_~0,.. o-3-4],[26:0-1-15J~d~L[, 26:~'0'0,0qM2],]~9:0'2't5,0~ ..... I LOADING(psf) SPACING 2-0-0 CSI DEFL m (loc) I/deft L/~3 PLATES GRIP TCLL 20,0 Plates increase 1.15 TC 0.63 Vert(LL) -0.00 27 n/r t80 MII2O 197/144 TCDL 10,0 Lumber lp, c~ase 1.15 BC 0.46 Vett(TL) ~0.00 27 nit 120 BCLL 0,0 Rep stress InCr NO WB 0.30 HOrz(TL) 3.03 26 n/a n/a BCDL 10.0 Code IRC2000/TPI2002 (Matrix) V~nd{LL) 0.00 27 n/r 120 Weight: 322tb BRACING TOPCHORD BOTCHORD WEBS LUMBER TOP CHORD 2 X 4 SPF NO,2 BOT CHORD 2 X 4 SPF NO.2 WEBS 2 X 4 SPF Stud * OTHERS 2 X4 SPF No.2 Except" 15-37 2 X4 SPF Stud. 16-36 2 X 4 SPF Stud, 17-35 2 X 4 SPF Stud 19-34 2 X4 SPF Stud, 20-33 2 X 4 SPF Stud, 21-32 2 X 4 SPF Stud 2231 2 X 4 SPF Stud. 23-30 2 >( 4 SPF Stud, 2429 2 X 4 SPF Stud 25-28 2 X4 SPF Stud WEDGE Right: 2 X 4 SPF Stud REACTIONS (Ib/s~ze) 52=31/31-4~, 45=106/3t~4-8, 46=107/31-4-8. 47=t07/31-4~ 48=107/31--~8. 49=107/31-4-5, 50=110/31-4-8. 37=105/31-4-3. 36=107/31J~8, 35=108/31-4-8, 34=I08/31-4-5, 33=1 g6/31-4~8.32=107/31-4-8. 31=107/31-4-8 Max Horz 52=~635(lead case 3) 41---480oa6 case 6,40=-48(Ioad case 6). 38=-49(load case 6), 37~47(10ad case 6% 36=-48(!oa(~ case 66!, LOAD CASE(S) Stanclam ~ ........ ~TrUSS i~.~ T~pe ~Q~y Ply SIh~erl~ome Homes 17 Sedgwick Plate Offsets ~X~3 8,Ed~j LOADING (pst) TCLL 20.0 TCDL t0.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 CSI DEFL m (loc) /deft L/d PLATES GRIP Platss Increase 1.~5 TC 0.14 Vert(LL) ~.01 15 rt/r 180 MIl20 -97/144 Lumber InCrease 1.15 I~C 0.07 Ver~J~L) -0.01 15 nit 120 Rep S~ess InCr NO VVB 0.07 HOFZ(TL) 0.00 14 nla m'a Code IRC2000/TPI2002 (Matrix) V~Od(LL) o.01 15 mr 120 Weight: 82 lb BRACING TOP CHORD Sheathe~ or 6-0-0 oc purlins, BOT CHORD Rigid ceilirrg directly appsed or 10-0-0 oc bra~mg. LUMBER TOPCHORD 2X4SPF NO.2 BOT CHORD 2 X 4 SPF No.2 OTHERS 2X4 SPF Stud WEDGE Right: 2 X4 SPF Stud REAC3~ONS (lb/size) 2=145/16-3-8. 22=92/t6-3-8. 23=105/16~3-8 24=107/16-3-8.25=106116-8-8 26=107/1~. 27=106/16-3-8 Max Horz2=-178(tuaa case 3) Max Uplift2~-51 (load case 3), 23~-34(1oad case 5), 24---54(Ioad case 5), 25=-46(Ioad case 5), 26---55({oad case 5) 27=-81 (los~ case 5), 21 =-28(Ioa~d case 6), 20=-56(1oad case 6), 19=-44(Ioad case 6), 17=-81(Ioad case 6). Max Grav2=145(~ad case 1 ), 22=119(load case 6), 23=t08(ioed case 7). 24=107(toad case 7), 25=106(~oad case 1 ), 26=107(~oad case 7), 27=106(1oad case 7), 21=t08({oad case 8). 20=ICS(Ioad case 8). 10=104(load case 17=118(load case 8), 16=70(load case 2), 14--t 77(load case 1) FORCES (lb) - M~=imnum Compression/Maximum Tension TOP CHORD 1~2 0/31.2-8~54/1!3.3-4=-119/104. 4-5=-89/101 5~=-60/~03 ~-7=-37/131.7-8=~362145, 8-9=-36/137 9-10---37/103. BOT CHORD 2.27~-26/133' 26-27=~26/13~, 25-26=-26/1~3, 24-25=.26/133, 23-24~-261133, 22~23=-26/133, 2~-22=-26/133 7) Gabte studs spacod at 1-4-0 oc ..... ..... March 21 2005~ LOAD CASE(S) Standard lob ~OOFTRUSS CARTER - LEE BUILDING COMPONENTS, MOORESVILLE = iN. 46158 1.5x4 M[!20 ii TC 0.45 / Vett(LL) n/a - rJa 999 M 20 197/t44 BC 0 36 vert(TL) n/a - n/a 999 I VVB 0.19 [ Horz(TL) 0.00 11 n/a n/a I (Matdx) · : Weight: 83 lb BRACING TOPCHORD BOTCHORD WEBS Sheathed or 6.0~0 oc pudins, except end vefficals. Rigid ceiling dimcay applied or lOq)-0 oc bracing. I Row at m~dpt 10-11 15=-45(Ioad case 5), t6=-49(Ioad case5), 17=-500oad case 5), 18=-36(k~ed case 5), lS---82(Ioed case 5) right exposed; end vertical left and fight exposed; Lumber DOL=1.33 plate gnp DOL=1.33. ,, ?~{ ; STATE OF ~/~:7,.~ JoT?o30s GE2 Re~ona!) ..... 6200sM-~"~"~005M~ekll~ust~e~ I~c MonM~l ~2005 Page1 2x4 N 7 LOADING(ps~ SPACING 2-o*0 CSI DEFL m (ioc~ i/deft t]~ PLATES GRIP TCLL 20.0 Ptateslncrease 1.15 TC 0.26 Ve~t(LL) -0.03 2-12 >999 360 Mil20 1971144 TCDL 10.0 Lumberlnc, rease 1.t5 SC 0.34 Vert(TL) -0.09 2-12 >999 240 ECLL 0.0 Rep S~ess InCr NO ~B 0.30 HOrZ(TL) 0.02 8 ECDL 10.0 Code~RC2000/TPI2002 (Me~.fix) WJnd(LL) 0.02 2-12 >999 240 Weight167 tb LUMBER BRACING TOP CHORD 2 X 4 SPF No,2 TOp CHORD Sheathed or 6-0-0 oc pud~ns BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling direc~y appliod or 10-0-0 oc bracing. WEBS 2 X 4 SPF Stud OTHERS 2 X 4 SPF Stud SLIDER Left 2 X 6 SPF No.2 3-3-12, Right 2 X 6 SPF No2 3-3-12 REACTIONS (lb/size) 2=838/0-3-8, 8=838/0-3.8 Max Horz2=-272(ioad case 3) Max Uplift2=-141 (load case 5), 8=-141(ioad case 6) FORCES (lb) - Meximum CompressioWMaxlmum Tension TOPCHORD 1.2=0117.2.3=.925/125 3.4=.7651147,4.5=.8121251 5.6=.812/251.6.7=~764/147. ?-8=-925/125 8-9=0/17 NOTES 4) A I plates am 1 5x4 MIl20 un ess otherwise indk:ated, ~ ~'~ (// ~ No.~9900415 % ¢*'~ % STATE OF ~.~7 .......... March 21 ~ob Tress T~uss Type J0770305 GE3 ROOF TRUSS CARTER - LEE BUILDING COMPONENTS. MOORESVILLE IN. 46158 '~ PI~ Silverlhome ~tomes 17 Sedgwick Scsle = 1:72.2 6 55 54 53 52 2O 23 5x6 MII20~ 24 25 26 27 ~l~G(psf) SPACING 2-5~0 CSl ! DEFL in (loc) I/deft L/d PLAI~S GRIP TCLL 20,0 Mates Iserease 1,t5 t TC 0.29 ~ I Vert(LL) -0,00 29 nk 180 Mt120 197/144 TCDL 10,0 Lumberlncrease 1.15 BC 0.16 Vert(TL) -0.01 29 n/r 120 BCLL 0.0 Rep St~ress Incr NO VV~ 0.12 HOrZ(TL} 0.01 30 n/a n/a I BCDL 10,0 Code IRC2000/TPI2002 (Matrix) I ~ud(LL) 0.00 29 n/r 120 I Weight: 226 tb 51=107(Ioad case 1), 52=106(10ad case 7), 53=liS(toad case 1), 54=170(Ioad case 3), 41=109(toad case 40=106(Ioad case 8), 39=t 07(load c~se 1 ), 30=107(Ioed case 1), 37=t07(load case 8), 36--107(load case 1 ), FORCES (lb) - Maximum Compression/Maximum Tension Con~inuod o n p_aJLe~ STATE OF - March 21 MiTek' 'Ply ~lh~ffhome Homes l~'SedgwicJ( 180~2 Job Re~ ~ ~.200 s ~-5 2005 M~ek IndUS~es, Inc~ M~ Mar 21 Scale = 1:79.3 LOADING(psf) SPACING 2-0-0 CSt DEFL ~n (1~) IId~ Ud P~S GRIP OTHERS 2 X 4 SPF S~ REACTIONS lb/siZe) 2=t311/0-3-9, 10=1249/0-3-8 Max Horz 2=345(Ioad c~se 4) Max U pli~12=-219(h3ad case 5), 10=-172(1oad case 6) FORCES (lb) * Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16. 2-,3=.'~772/213, 3.4=-1552/244, 4-5=-1253/242.5-6=-1130/288 6-7=-1130/287, 7-8=-1254/241, 8-9=-1555f248, BOT CHORD 2.15=.254/1364' 14_15=.254/1364 13.14=~25411364. 12.13=~79/1368, 11-12---79/1368 10.11~79/1368 WEBS 4-15=0/~19. 4-13=-558/283. 6-13=-112/779, 8-13---563/287 8-1t=W319 NO 19900415 ~ ~ 3x6 Mit20 P~ Offsets (X,Y): [2:0,2-14,0,2-0], [6:0,1-12,0,9-0], [9:0,3-0,0,1~], [19:0-1-13,G0-12], [22:0-1-13,0-0-12] [23:0-1-13,0,0,12], [26:0,1-13,0,0,12], [29:0-1-13,0~0,12], [34:0-1-8 LOADING (pst') SPACING 2q)-0 TCLL 20.0 Plates Increase 1.15 TCDL 10,0 Lumber Increase 1.t5 BCLL 9.0 Rep stress Incr NO 8CDL 10.0 Ccde iRC2000FrPi2002 LUMBER TOP CHORD 2 X 4 SPF BOT CHORD 2 × 4 SPF NO.2 WEBS 2 X 4 SPF Stud OTHERS 2 X 4 SPF Stud SLIDER Right 2 X 4 SPF Stud 3-5-8 CSI DEFL in (loc) /dell Jd PLATES GRIP TC 0.63 Vert(LL) -0.tl t2-13 >999 360 fill20 197/144 IBC 0.59 Ver~TL) -0.30 12-13 >772 240 WB 0.47 Horz(TL) 9.07 12 nla ~/a [Matrix) Vvind(LL) 0.05 13-14 >999 240 Weight: 237 lb BRACING REACTIONS (lb/size) 9=137/k~chanicaL 15=660/~-3.8, 12=1733/0-3-8 ,~,~rg.n,l.~e~.~.~-~.~l~dloadsjr~thertgD~.lleof~et~ssonl¥ ForstuclseXposedtowi.d(norma totheface) seeBiTek"StandardGab~e End Detail .... 4) This t~SS has been des~g,~ed for a 10,0.psf.lx~om chord bye load nonconcun'ent with anY other I1~ ~ds' 5) Gabte studs spa~ed at 1-4-0 oc~ 7) Refer to g rder(s for truss to truss connect~ns, . ..... and 443 I~ ~p~t atto,hr 12. Mar_cb.21 200~J erector ^dd fi~na p~,m~nent broct~ of lhe ove:a~ st~uc*ure ~ fhe r~po~"~ o' me ~u'~mg o~. fol~ricQtion, quoflilycon~'aLst?-ag~_,de~w~y,e~;flonand,b~acin~,c~nsufl .~l~lq,~.?.~,~ Clr~er~.DSB-a9 ll~J ~ = MII~K J0770305 GE6 ROOF TRUSS J j ~ .~J°b iA~NG (psf~ SPACING 2q]-o TCLL 20.0 ~ates I~Cmase 1.15 TCDL 10,0 ~umoer mncrease 1.15 BCLL 0.0 Rep Sb'ess I~c~' NO ~BB~c~L 10.0 Code IRC2000FrPI2002 LUMBER TOP CHORD 2 x 4 SPF No.2 EOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud OTHERS 2X 4 SPF Stud SLIDER Left 2 X4 SPF Stud 1-5-2 C~l DEFL n (loc) i/deft L/d PLATES GRIP TC 0.19 Vert(LL} -0.00 12 n/r 180 MIl20 197/144 SC 0.07 Vert(TL) -0.0" 12 ~/r t20 ~ 0.05 Horz(TL) 0.00 13 n/a n/a (Mat~'~) Wind(LL) 0.01 12 n/r 120 Weight' 57 lb BRACING Max HorZ2~-1670oad case 3) Max Uplift13~22(Ioad case 4), 2=-730oad case 3), 18=-49(Ioad case 5), 19=-67(Ioad case 5), 20=.78(Ioad case 5'~ 16=-46(10ad case 6), 15=-64(toad case 6), 14=-78(Icad case 6} Max Grev13=1550ead case 1) 2=142(I0ad case 7}, 17=1200oad case 6), 18=108(load case 7), 19=109(IOod case 7). 20=99(Ioad case 1} 16=108(toad case 8). 15=114(k3ad case 1), 14=80(load case 81 FORCES (tb} - Maximum Compressio~JMaximum Tension TOP CHORD t-2=0/26.2-3=-159/117.3~4=~147/120, 4-5=-94198, 5'6='561104, ~'7=-36/126. 7-5=-32/115.8-9=-32/66.9-10=~30/30 .... I-m~s Type -- Qty [Pi'/ , S ~erlh- o~ne ~ 17Se~ -"~ JOb Tress 1803553~ J0770305 GE7 ROOF TRUSS _~1 1 Jo~ Reference (.o~o~ ~ CA~TER- LEE BUILDING~OMPONENTS, MOORESViLLE ~N 461~ ..... 6.20~ sMa~ 52905' ---MITeklnd~sttie~,ln~, Mort Mar21 13:23:242005 Pag~ 1 Scale = 1:67 6 TCLL 20.0 Platesthcrease 1.15 TC 0.31 Vert(LL) -0.02 2-13 >999 360 ! ~,~ TCDL 10.0 Lumberlncrease 1.15 BC 0.24 ~ Vert(TL) -0.06 2-13 >999 240 SCLL 0.0 Rep Stress ncr NO WB 9 42 [ Horz(TL) 0 01 8 n/a n/a BCDL 10 0 Code IRC2000/TpI2002 (Matrix) [ Wlrrd(LL 0.02 2-13 >999 240 V~ight: 166 lb LUMBER BRACING -OP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF No.2 SOT CHORD Rigid ceiling direc~y epp~ind or 10q)-0 oc bracing. WEBS 2 X 4 SPF Stud *Ex[eDt* VVEBS I Row at mk~pt 5-12 5-12 2 X 4 SPF No,2 OTHERS 2 X 4 SPF Stud SLIDER Left 2 X 4 SPF Stud 3-7-3, Right 2 X 4 SPF Stud 3-7-3 REACTIONS (Ib/Sfze) 2=506/0-3-8, 12=867/0-3-9, 8=514/0-3-8 Max Horz2=-302(Ioad case 3) Max U ~ Et2---120(toad case 5), 12=-71 (load case 5), 8=-156(load case 6) TOP CHORD I-2=0/26, 2-3=-481/135, 3'4=~367/159, 4-5=-136/230.5~="140/188, 6'7='379/142 7~=-~94/117 5-9=0/26 WEBS 4-13=0/228. 4-12=-368/230. 5~12=,275/0, 6-12=-370/226.6-10=0/235 NOTES 3) TreSS designed for wthd loads in the p~ane of the truss only. For studs exposed to wind (r~ormat to the face), see MiTek 'Standard LOAD CASE(S) Standard March MiTek' J0770305 iGE8 ~F TRUSS 1 C~CARTE R'~ LEE I~UILDING CO~ ~t~,~LLE. ~N. ~ 6.200 sMar 52005 M~eklndusbles, lnc. MonMar21 13:23:242005 5 LOADING (pst) SPACING TCLL 20.0 P~ate$ Increase 1.15 TC 0.08 TCDL t0.o Lumber Incpease 1.15 BC 0.02 DEFL m (loc) I/deft ud PLATES GRIP Vert(LL) -0,00 9 n/r 180 MIl20 197/144 Vert(TL) -0.00 9 n/r 120 Horz(TL) 0,00 8 n/a n/a ~nd(LL) 0.00 9 n/r 120 Weight 29 lb BRACING TOP CHORD Sheathed or 6-0-0 oc puriins. SOT CHORD Rigkt ceding dlmCuy applied or 10q3q) oc bracing, RF-d~'.CllON$ (lb/size) 2=137/6-4'0. 8=137/84-0, 12=85/8~0 13=110/8~4-0. 14=96/8-4-0, 11=118/8-4-0 10=96/8.4-0 Max Horz2=-57(k~ad case 6) Max Upliff2~65(toad case 5), 8=-76(Ioad case 6), 13--.49(Ioad case 5), 14~-14(Ioad case 5': 11--~49(10ad case 6), 10=-14(loadcese 6) Max Gr~v2=137(Ioad case 1), B=137(load case 1), 12=85(Ioad case 1), 13=I 18(load case 1), 14=96(Ioad case 7), 11 =118(load case 1 ), 10=96(load case 8) FORCES (lb) · Maximum Compmssiort/Meximum Tension TOP CHORD 1-2--0~5.2-3=-35/30. 3*4=-22/48.4-5~28/85.5-6~28/60. 6-7=-22/26, 7-8=-35/14 8-9=0/25 SOTCHORD 2-'i4=0/82. 13-14=0/82. ~t2~13=0/52. t1-12=0/82.10~11=0/52.6-10=0/52 NOTES 5) Gabie requires continuous bottom chord beadng, 4x8 MIl20 5 BRACING ~OP CHORD BOT CHORD  ( ~[)2 ROOF TRUSS I ..... Job Reference 3 ~0.0o H2 BC 0.44 Vert(TL) -0.05 4-5 >999 240 WB 0.07 Ho~(TL) 0,00 4 n/a nla (Matrix) Wifld(LL) 0.02 4-5 >999 240 Weight 88 lb LUM~ER TOP CHORD 2 X4 SPF No,2 SOT CHORD 2 X 6 SPF No,2 WEBS 2 X4 SPFS~d WEDGE Left 2 X 4 SPF Stud, Right; 2 X 4 SPF Stu~ c~nnect~nshavebeenpmvk~edt~dis~ibute~n~y~adsn~ted~s(F)~r(B)~un~ess~then~i~nd~t~ [~.~ ~,~ ~ ~ 3 Unbalanced mol live loads have been considered for ~is design+ ~ ~\'~'G~ ~ A~ -- 4)Wired: ASCE 7'98; 90mp"; "=25ft; TCDL=6'0Psf; BCDL=6'0ps~ categ°ry Ii; Exp c; enclosed: MWFRs gable end z°ne; cantilever left and ~ ~: ~: Z/ 5) Th s tress has been designed for a 10.0 psf bot~m chon;i live k~d nonconcurmnt w~ anY other tire loads. --... -- ~.~ ~5[~\~:S~ Vert 3=-80(F~-20)-to-4=-460(F=-400) /ONAL 2 LOADING (psf) 2x4 MIl20 CSI DEFt. in (loc) I/deft L/d PLAIES GRIP TC 0.34 Vert(LL) -0.01 4 >999 360 MIl20 197/144 BC 0.28 Vert(TL) ~0.03 1-4 >999 240 WB 0.19 HOrZ(TL) 0.01 3 n/a nla (MetrLx) ~ W1~d(LL) 0.01 4 >999 240 Weight 28 lb SPACING 2-0-0 BRACING TOP CHORD BOT CHORD March Design void for use Only With App~cabBiy of design p~mente~ and prop~ ~nc~Q .... 3 4x8 MIl20' 2 ~Plete Offset~ (~0'2-12,~2~Aj[5:0-2"12,C~2~3~ . ~ ........BCDL 10.0~ ..... Code ]RC2000/TPI2002 (M~ix} I _~od(LL) 0.07 8-9 >999 240 Weight 168tb LOAD CASE(S) Stenaam March 21 2005~ CARTER - LEE BUILDING COMPONENTS1MOORESVtLLE. IN 46158 6.200 s Mar 5 2005 MiTek Industries, Inc. M~n Mar 21 13:23:26 2005 Page~ 1 LOAD~NG(PSf) SPACING 2~0-0 CSt DEFL m (loci I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.25 ve~t(LL) -0.04 5.6 >999 360 M620 1971144 TCDL 10.0 Lumberlncrease 1.15 BC 0.76 Vert(TL) -0.09 5.6 >999 240 BCLL 0.0 Rep Stress InCr NO ~AtB 0.32 HOr'Z(TL) 0.02 4 fda n/a SCDL 10.0 Code IRC2000/TPI2002 (Mat~x) Wind(LL) 0.04 5-6 >999 240 Weight: 56 lb LUMBER BRACING TOP CHORD 2X4 SPF No.2 TOp CHORD Sheathed or 5-9-14 cc pudins. BOT CHORD 2 X6 SPF NO,2 SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 SPF Stud REACTIONS (Ib/sL~e) 4=2506/0-4-15.1=2506/C-4-15 Max Horz 1-=-18(Ioad case 6) Max Upiil~4~-546(tood case 4), 1 ~-546(Ioad case 3) FORCES (lb) - Maximum Compmss~ordMeximum Tension TOP CHORD 1-2--~4595/988, 2-3---4466/974, 3-4=-4560/980 BOT CHORD t-6=-915/4289. 5-6~-956/4503.4--5~.694/4257 WEBS 2-6=286/t475.2-5=-73/27. 3-5=-287/1461 Top chords con~ected as fo]tows: 2 X 4 - t row at 0-9-60C. Bottom chords connecte~ as fOtlOwS; 2 >( 6 - 2 rows at 0-9-0 oc. LOAD CASE(S) Standard ~L~I~-(~M~)~N~S~(~{~RESVILLE_I~L 46158 ............. 6.200sMar 52005MiTeklndustdes, l~c. MonMar21 13:23:262005 Page1 LOADIN~ (pst) SPACING 2-0-0 TCLL 20.0 Plates Increase %15 TCDL 10.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IRC2000FTPI2002 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 X4 SPF Stu~ TC 0J~4 I Ver~LL) -0.01 1-3 >999 360 MIl20 197/144 BC 0215 ~ Vere~rL) -0.03 1-3 >999 240 WE 0~)0 Horz{TL) 0.00 3 n/a nla (Matrix) ~ Wmd(LL) 0,00 I **** 24_p Weight:t31b BRACING TOP CHORD Sheatbed or 4-0-0 oc purlins, except eod verticais, BOT CHORD Rigid cei;ing direcUy applied or 19-0-0 oc brac~g. REACTIONS (Ib/~;eJ 1=147/0-3~8, 3=147/0-1-8 Max Horz 1 =111(load case 4) Max Uplift1 =-12(toad case 5), 3=-52(Ioad case 5) FORCES (Ib)-Ma~mum Compression/Maximum Tension TOP CHORD 1-2=-80/61.2-3=.110/74 BOT CHORD 1~3=-23/35 NOTES I} ~Jt)d: ^SCE 7-98; 90n)ph; h=25fi; TCDL=6,0psf; BCDL--6,gps~. Category ~l; Exp C; enclosed: MVVFRS gable end zone: canblever left and right ex3~sed; end vertical left and right exposed; Lumber DOL=t ,33 plate gdp DOL=1.33, Qly i Piy I Sgvedhome Homes 17 Sedgwk~ Job MONO TRUSS Scale= 1:16.2 L SPACING 2-0-0 CSl DEFL in (loC) I/deft L/d PLAIEE GRIP TCLL~2000ii/20.0 Plat~slncrease 1.15 TC 0.19 Ve~t(LL) ~D.01 2-4 >999 360 Mil20 197/144 TCDL 10.0 Lumberlncrease 1.15 BC 0.15 Vert(TL) -0.03 2-4 >999 240 BCLL 0.0 Rep Sa*ess Incr YES WB 0.00 HOrZ(TL) 0.00 4 n/a n/a BCDL 10'0 , Code IRC2000FFP,2002 ,Matrix) Wlnd(LL) 0.00 2 *~ 240 Weight: 15 ,b LUMBER BRACING TOPCHORD 2X4SPFNo.2 TOP CHORD Sheathedor4-0~0ocpudms, exceptend ve~cals. SOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10q~o cc bracing. WEBS 2 X 4 SPF Sma WEDGE Left: 2 X 4 SPF Stud REACTIONS (lb/size) 2=226/0-3-8. 4=139/0-1-8 Max Horz2=120(IOed case 4) Max Upl~12=-75(Ioad case 5), 4~---42(Ioed case 5) FORCES (lb) - Maximum Cem=ression/Mexlmum Tension TOP CHORD 1-2--0/26. 2-3~-79/61.3-4=-99/64 BOT CHORD 2-4=-23/35 NOTES = 0 sf 1)Wind:ASCE7-99:90mph;h=25ft:TCDL 6. p :BCDL=6.0psf;Catego~il;ExpC;enclosed;MWFRSgaI~leenOzone:can~everleftand LEE BUILDING COMPONENTS, MOORESV~LLE~ i~-~ 6.2~0 s Mar 5 2005 MiTek [ndusthes mc. Mort Mar 21 13:23:27 2005 Pag~ 1 B~DL 10.0 C~e [RC2~0~P]2002 ___ ~Ma~x} { mhd(EL___ ) 0.00 t .... 240 [ We~ht: 13 lb REACTIONS Ob/size) 1=147/Mechank~aL 3=147/0-1-8 Max Horz 1 =1110Dad case 4) Max U~ift1=-12(ioad case 5), 3=-52(ioad case 5~ FORCES lb - Meximum Compression/Maximum Tension TOP CHORD 1-2=-80/61, 2-3=-110/74 BO3 CHORD 1-3=23/35 NOTES 1) Wind: ASCE 7.98; 90mph; h=25ft; TCDL=6.0psf; BCDL=6,0psf; Category It; Exp C; er~iosed; MVVFRS gable ena zone: cantilever left and right exposed; end vertical left and right exposed: Lumber DOL=1,33 p~ate grip DOL=t ,33, 3) Refer to girder(s) for t~*ass to truss c~nnections LOAD CASE(S) Standam 2 TCLL 20 0 I Plates ncmase I 15 TC 0.57 I Vert(LL) -0.06 1-3 >999 360 MIl20 197/144 TCDL 100 Lumberlncrease 1,15 BC 0.35 I Vert(TL) -0.15 1-3 >440 240 BCLL 0.0 Rep Slmss Incr YES WB 0.00 i HO~z(TL) 0,00 ~ ,n~/a. n/a BCDL 10.0 Code RC2000/TP 2002 L (Matrix) L WInd(LL) 0.00 * 240 tA~ight: 20 lb LUMBER BRACING TOPCHORD 2X4SPFNo.2 TOPCHORD Sheathedor6-0-0ocpurlms. exceptefld verticals. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling d~reclJy applied or 10-0-0 oc b/acirlg. W~BS 2 X4 SPF Stu~ WEDGE Left: 2 X 4 SPF Stud REACTIONS (lb/size) 1=227/Mechanical 3=22710-1-8 Max HOrZ 1=165(10a0 case 4) Max Upli~t1=-21(10ad case 5), 3=-79(ioad case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1.2~118/89, 2-3=-170/113 BOT CHORD 1-3=-35/53 NOTES 1 ) Wind: ASCE 7-98; ~0mph; h--25ft; TCDL=6.0psf; BCDL=6.0p~f; Category ii; Exp C; er~clos~d: MWFRS gable encl zone: can~ever left and dght exposed; end ~erfical left end dght exposed; Lumber DOI.=1.33 plate gdp DOL=1.33. provide mechanical connection (by others) of auss to beating ~ate capable of v~63standl~g 21 lb uplift at jcmt I and 79 lb uplift at Joint 3 ROOF TRUSS ~CAR~E~ ~EE BU~I~bI~ COMPONENTS. MOORE SVJLLE IN. 46158 :[Sjy T Silver["~rn~ Homes 1 ~ Sed~ic~-- 1603554~ JLOADING(psf) SPACING 2-0.0 CSl in (t~c) J/deft LJd PLATES GRIP Ji CLL 20.0 Plates l~;-rease 1.15 TC 0,59 -0.15 13 >g99 360 MIl20 197/I44 TCDL nber Increase 1.15 L BCDL ~. IRcg000~T~.J~002 10.0 Lumber Increase 1.15 BC 0.67 0.0 Rep Stress Jnc~ YES WB 0.74 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 SLIDER Right 2 X 4 SPF Stud 3-9-5 - DEFL Vert(LL) ~ Vert{TL) -o.46 12-13 >811 240 ~ Horz(TL) 0.33 g fda nla Wind(LL) 0.19 13 >999 240 Weight: 14010 BRACING TOP CHORD Sheafoed or 3-2-5 oc podms, except en(~ vertmals BOT CHORD Rigid ce~Jing d~mC~y applied or 6~2-9 oc bracl~j WEBS I Row at midol 5~12 REACTIONS (lb/size) g=1230/MachanicaL 15=1301/0-3-8 Max HOrZ 15~56(10ad case 4) Max Upliftg=-173(ioad case 5), 15=-200(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/38. 2-3=-2234/691.3-4=-2949/771 45=-2783/804, 5-6=-1427/345, 6~7=-1398/391.7/8=- 1602J323. 8-9=~1780/'297 2~15=-1275/455 2) Wind: ASCE 7-98; 90mph; h=25ff; TCDL--6.0pid; BCDL=6.0psf; Catego;y Ii; Exp C; enciosod; MWFRS game eno zone; canfihever left an~l~\ / 3) This IAISS has been designed for a 10.0 psf bottom chord live k)ad nonco~current with any o~her live loads. ~ ~ ~ ~ ~ LOAD CASE(S) Stendan~ ~ NC ~00~ · ~ ~o -.~ STATE OF March MiTek' TARTER ~ LEE BUILDING COMPONENTS MOORES~LLE IN. 46158 3x6 MIl20 Plate Offsets (X,~-OJ, [~:~4~] ...... __ .... LOADING (ps0 8PACING 2-0-0 C$1 DEFI. in (loci I/deft L/d PLA'I~ES GRIP TCLL 20,0 PJa~es Inc. fease 1,15 TC 0.58 Vert(LL) -0.12 12-13 >999 360 MIl20 1971144 TCDL t0.0 Lumberlncreese 1.15 BC 0.54 Vert(TL) -0.31 12-13 >750 240 BCLL 0.0 Rep Stress li3cr YES WB 0.45 HoFzJTL) 0.07 12 nla n/a BCDL 10.0 e IRC2000/TPI2002 (Matrix) ~'e3nd(LL) 0.05 13-14 >999 24O Wmght 140 lb LUMBER BEAClHG TOPCHORD 2X4SPFNo.2 TOP CHORD Sheathedor5`9-15ocpu~ms, exceptend verticats. BOT CHORD 2X4SPF No.2 BOT CHORD Rigid ceiting dtrec~y applied or 6-3-O oc bractug. W~BS 2 X 4 SPF Stud VVEBS I R~w at midpt 5-12. ~-12 SLIDER Right 2 X 4 SPF Stud 34~5 I0770J°b305 ~Truss ~TTm'SS ~ !R FTRUSSO0 ...... ~Q;~t Ply1 Si~v~ r ~-o~e~s 17S~ ~803554~ 5x12 Mil20 LOADING(pst) '~ SPACING 2'0'0 i CSI DEFL tn (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.15 I TC 0.54 I Vert(LL) .0.07 2-9 >999 360 MIl20 1971144 TCDL 10 0 ! Lumberlncmase t,15 BC 0 52 Vert(TL) -0.21 2-9 >923 240 BCLL 0,0 ] Rep Stress Incr YES ! VVB 0,41 Horz(TL) 0.14 6 Wa rea BCDL 10.0 Code IRC2000/TPI2002 (Matdx) Wind(LL) 0 07 2-9 >999 240 Weight: 59 tb LUMBER BRACING TOP CHORD 2 X4 SPF NO,2 TOP CHORD Sheathed or 4-3-9 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling direatly apl~ied or 10.0.0 oc bracing. WEBS 2 X 4 SPF Stud REACTIONS (lb/size) 2=707/0-3-8, 6=728/0-3.0 Max Horz 2=-178(Ioad case 3) Max Uplif12=-144(Ioad case 5), 6~156(Ioad case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1.2=0/31_2-3=-t901/182.3-4=~1486/374.4-5=-'t432/226.5-6=-14651132, 6-7=0/37 BOT CHORD 2-~152/1235.8-9=0/701, 6.0=-41/1 t93 WEBS 3-9~-334/293. 4-9=-333/955. 4-8=-225/873.5-8=-292/285 NOTES LOAD CASE(S) Standard JO77(~D5 83 ROOFTRUSS CARTER-LEEBUtLDINGCOMPONENTS MOORESV~LLE IN, 46158 4x6 MN20 3 4,00 112 5x12 Mil20 i LOADING(pst) SPACING 2~0 ~ DEFL in (IOC~ PLATES GRIP TCLL 20.0 Plates ncrease 1 15 TC 0.46 Vert(LL) -0 08 1-7 >9~9 360 M 20 197/144 TCDL 10.0 Lumberlncrease 1.16 BC 0,57 Ve~TL) -0.26 1-7 >86t 240 BCLL 0.0 Rep SIress Incr YES WB 0.42 HOrZ(TL) 0.16 5 n/e n/a BCDL 10.0 Code IRC2000/TP12002 (Matrix) ~A~nd(LL_ ) 0.06_ 1:~ _ ~9_9~_ 240 i WeiDht 66 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 4-2-0 cc purlins. OOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc b~acing. WEBS 2 X 4 SPF Stud MiTek' ~A~j~GCOMPOR~[qTS ~O~A~T~[~ iN 461~8- 6.200 sMar 52005MITeklr~usb~es tm:. MonMer21 13:23:29 20~ 1 5 LOADING(pst) SPACING TCLL 20.0 Platas Increase 1.15 TCDL 10.0 Lumber InCrease 1,15 BCLL 3.0 Rep Stress Incr YES BCD[ lO.O Code IRC2000ffPi2002 LUMBER TOP CHORD 2 X 4- SPF No,2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud SLtDER CSl DEFL in (IO~) 110eft L/d PLATES GRIP TC 0.27 Vert(LL) -0.12 2-10 >999 360 MIl20 1971144 8C 0.60 Vert(TL) "0.32 2-10 >739 240 WB 0.21 Horz(TL) 0.02 8 n/a ~a (Matrix) V~nC~(LL) 0.02 2-10 >999 240 Weightg01b Left 2 X 6 SPF No2 3~3-12, Rigflt 2 X 6 SPF No2 3.,3-12 REACTIONS (Ib/~ize) 2=838/03-0, 8=838/0-3-8 Max Horz2=-272(Ioad case 3) Max Uplift2=-t41(Ioad case 5), 8=-141(Ioad case 6) FORCES (lb) - Ma,,dmum Compression/Maximum Tension TOP CHORD 1-2=0/17. 24=-897/129. 3-4=-7401164.4-5---6971192 5-6="097/192, 6,7=.739/164 7-0="097/129.8-9=0/t7 BOTCHORD 2~I0=-137/613, 8-10=-36/613 LOAD CASE(S) Standard i ~r loterols~pc~ o nd '~du~ we~ members on¥. Add~ibn~ emp(~:~Y ~r~cr~ b ~nsu[? stabla~y du~r~ construct~n ~ ther~e~b Inli~y of fob~cafion, qual~/conlml, stecaOe_,de~ve~/.~,i[on~r~d,~b~ocl~l<c~~ ~A~n.~Wt137~191~Ct0mJa, DSH?a~d~{CSJl~J ng · l~ ....... Tress Type ROOF TRUSS CARTER - LEE BUEDING COMPONENTS. MOORESVlLLE IN. 46158 Scale = 1:80.2 9 LOADING(pst) I SPACING 2-0-0 CS DEFL in (loc) 9de~ L/d PLATES GRIP TCLLTCLL 20.0 I Plateshtcrease 1,15 TC 0.72 Ve~t(LL) -0.08 2-t6 >999 360 MIl20 197/144 ITCD lO.O i .15 SC 0.5 -0.2 >999 I BCLL 0.0 I Rep S~ess Incr YES ~NB 0.24 HmZ(TL) 0.09 10 n/a nla [SCDL 10,0 CodelRC2000ffPI2002 (Matdx) Wifld(LL) 0.08 2-16 >999 240 Weight:135 tb j LUMBER TOP CHORD 2 X 4 SPF No2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF No.2 *Except" 4.16 2 X4 SPF Stud. 8-12 2 X 4 SPF Stud SLIDER Left 2 X 4 SPF Stud 4-8-12, Right 2 X 4 SPF Stud 48.12 BRACING TOPCHORD BOTCHORD WEBS FORCES (lb) - MexJmum Compressmn/Maximum Tension TOP CHORD 1-2=0/16, 2-3=-1771/213, 3-4=-1551/244, 4-5~1252/241, 5-6=-1128/287, 6~7=4 128/287, 7-8=1252~241.8-9~1550/245 BOT CHORD 2-16=-249/1363, 15-15=~249/t363,14-15=-249t1363, t3-14=-73/1363, 'i2-13=-73/1363 1~-12=-73/1363 WEBS 4-16=0/319 4~14=.558/283. 6-14=-110/776.8-14=-558/283, 8-12=0/319 NOTES LOAD CASE(S) Standam STATE OF ¢~ March 21 ¢005 fa b~icat;on, q uafly co~l, sf~oge~, dellve~y, er~¢on ~ ~c,~, ~mult ~I,~w~I 37 i~¢Y~ CA~TER - LEE BUILDING COMPONENTS. MOORESVILLE ~N 46158 3 9 Plate Offsets X,Y': LUMBER TOP CHORD 2 X 4 SPF NO.2 SOT CHORD 2 X 4 SPF ~o.2 WEBS 2 X4 SPF No.2 *Except' 4-152X4SPF Stud 8-11 2X4 SPF Stud SLIDER Left 2 X 4 SPF Stud 4-8-12, Right 2 X 4 SPF Stud 4~-12 BRACING TOP CHORD BOTCHORD WEBS REACTIONS (Ib/s~ze) 2=1311/0.9-8. 10=1249/0-3-8 Max HoFz2=345(ioad case 4) Max Up0f12=-219(ioad case 5), 10=-172(lead case 6) FORCES (lb) - Maximum CompressioWMexJmum Tension TOP CHORD 1-2=0/16. 2-3=-1772/213.3-4~-1552/244 4-5~-1253/242. 5-6=-1130/288.6-7=-1130/287. 7-B=d254~241 9-9=1555/248, 9-10=-1775/217 2) Wind: ^SCE 7-95; 90mph; h=25ft; TCDL~6,0psf; BCDL=6.0psf; Catego~ II; Exp C; enclosed; MWFRS gable end zone; ca~tJiover left right exposed end vedioal left and right exposed; Lumber DOL=1,33 plate gdp DOL=1.33, 3) This tress has been designed f~r a 10.0 psf bottom chord tire ioad nonconcurrent with a~qy other live loads, LOAD C^SE(S) Standard ~0.001 ~2 3 LUMBER TOP CHORD 2 X 4 SPF NO*2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X ~ SPF NO.2 *Except' 4.12 2 X 4 SPF Stud. 6~10 2 X 4 SPF Sted SLIDER Left 2 X 4 SPF S[u(I 3-7-6, Right 2 X 4 SPF Stud 3-7-6 BRACING TOPCHORD BOTCHORD Sheathed or 5~8-12 oc purlins. Rigid ceiling dJmC~y applied or lO~D-0 oc bracing. REACTIONS (lb/size) 2=943/0.6.6, 8=943/0-3-8 Max Horz 2=-302(Ioad case 3) Max U pl~2~-156(Ioad case 5), 8=-156(Ioad case 6) FORCES (lb) - Maximum CompressioWMaximum Tensio~ TOP CHORD 1-2=b/26.2~3~-1083/143, 3-4=-979/166, 4-5--~967/282.5~6=-967/283.6-7=-97g/166, 7-8=-1083/143 8-9=0126 BOTCHORD 2~12=-152/752. 11-12=-12/521 I0-11=-121521 840=-36/752 WEBS 4-12=-270/278.5-12=-191/433 5-10=-191/433.6-10~270/278 NOTES fight exposed; end vertical left end fight exposed; Lumber. DOL=t .33 plate gnp DO~=1.33. - 3) This truss has been desigr~d for a 10,0 psf battom chord bye toad nonconcurrent wi~h a? o~er I~ Ioaas-. ........ 4) Provide mechanical coil necgoil (by others) of t~uss to hearing plate capable of wP(hstafldlng 156 lb uplift at joint z aha March 21~22~005.j ^pp~cobl ty of cleagn pi:~ome.,6rs o.o prop~' ~¢c~c~= ~n o compone. · r~por~b'~y of b ~il~ing ~$igrler - no~.i~s d~gner. ~lii~ g os ~11 hewn isfor~teralsupp~te ndv[dualwebmemberson~y Addit~na emporarybrocmg~omsur~stobi~lydunngcons~ruct;on~$ihe~esPon~t~Y =-,--. I MEek' [~ r~ .... ~ Tress Type .... ~Q~Y Ply Silvermome Homes 17Se~ [ J0770305 !T3A ROOF TRUSS 12 I; ~T~-LEE BUILDINGCOMPONENTS. MOORESVILLE IN.49158 8.2005~at 520~5MiTeklndus~es I~c. Mo~Mar2J 13:23:30Z0~5 Pa9~ 3 7 LOADING(pa') SPACING 2-0-0 csI DEFL n (loc) udefl L/d PLATES GRIP TCLL 20.0 Platesmcrease 1.15 TC 0,37 Vert(LL) -0.06 2-11 >999 360 ~11120 1971144 TCDL 10.0 Lum0erlnCmase 1.15 BC 0.39 Vert(TL) -0.16 8-9 >999 240 LUMBER TOP CHORD 2 X 4 SPF No.2 EOT CHORD 2 X 4 SPF No.2 WEBS 2 X4 SPF No,2 *Except" 4-11 2 X ¢ SPF Stud. 6-9 2 X 4 SPF Stud SLIDER Left 2 X 4 SPF Stud 3-7~6, Right 2 X 4 SPF Stud 3-7-6 TOP CHORD BOT CHORD FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1.2=o/26.2-3=-1095/145. 3-4=-981/168, 4-5=-969/283, 5-6=-972f288. 6~7=-986/167 7-8=-1086/t43 BOT CHORD 2-11=-161/753 I0.11=-20/522, 9-10=~20/522, 8-9=-46/757 WEBS 4~11r-270/278, 5-11=-1911433. 5-9=-197/439, 6-9=-275/282 NO'lES 2 Wi0d; ASCE 7-98 90mph; h=25fl; TCDL=6.0psf; BCDL--6.0psf; Category ti; E;xp C; enclosed; MWFRS gable en(~ zol~e; canti~e~r left and ~ right exp°sed; end vertioal left and right exp°sed; Lumber DOL=l'33 plate gnp DO1~=1'93' ' d "~/ 6 3 8 pla te Offset s ~LX~Y)[_ 2~:(>-3-1p~dJ~. , [8: :~0~10,Edgej_ LOADING (pst:) SPACING 2-0-0 TCLL 20.0 Plates increase 1.15 TCDL 10.0 Lumbe? increase 1.15 WEBS 2 X 4 SPF N0.2 *Except' 4-11 2 X 4 SPF S~cI. 6-6 2 X 4 SPF Stud CSI TC 0.37 (Matdx) DEFL ~n (lOC) Idefl L/d pLAI~S GRIP Vert(LL) -0.06 2-11 >9~9 360 Mfi20 197/144 Vert(TL) -0.16 8*9 >999 240 Horz(TL) 0.03 9 ma nm Wind(LL) 0.04 8-9 >999 240 V~ight: 102 lb BRACING TOP CHORD Sheathed or 5-6-1 oc purhns. 9OT CHORD Rigid ceiiing directiy applied or 10-0-6 oc bracing. Left 2 X 4 SPF Stud 3-7-6. Right 2 X 4 SPF Stud 3-7-6 REACTIONS Ob/size) 8~-6B2/0-3-8. 2=946/c~3-6 Max Horz2=310(lOad case 4) FORCES (lb) - Maximum Compressio~Maximum Tension TOP CHORD 1-2=0/26, 2-3=-1086/145 3-4=-981/168 4-5--.969/283, 5-6=-972/289.6-7=-966/167, 7-8=-1086/143 WEBS 4-11=-276/278. 5-11=-191/433 5-g=-197/439, 6-9=275/282 NOTES dght exposed; end vertk?4~ left and fight exposed; Lumber DOL=1.33 plate grip DOL=1,33, March 21 3x6 Mil20 ' 4x8 MIl20 LOADING(psf) SPACING 2-0-0 C$1 DE, FL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase ~.15 TC 0,59 Vert(LL) ~.16 12-13 >999 360 MIl20 1971144 TCDL 10.0 Lumberlncmase t,15 BC 0.73 Vert(TL} -0.40 12-13 >943 240 VVEBS 2 X 4 SPF No.2 *Except' VVEBS 6-10 2 X 4 SPF Stud. 6-9 2 X 4 SPF Stud 1-13 2 X 4 SPF Stud March (~ARTi~R ~ LEE BUILDINGCOMPONENTS. blOORESVILLE IN. 46158 4x6 MIl20 Ply ~tk~-~hom~H'0~nes 17 Sed~ Job Reference (~p~I~)L i SCale= 1:101.7 7 3x4 MIl20 ~LOAONG(psf) SPACAt~G 2-0,-0 CSl DEFL in (loc> I/deft L/d ! ...P~,~TE$ IGgRTI~.. TCLL 20.0 Plates Increase %15 TC 0.60 Vert(LL) -9.16 t2-13 >999 360 i Muzu r~ ~ TCDL 10.0 Lumberlncrease %15 Vert(TL -o.40 12-13 >936 240 i BCLL 0.0 Rep Stress Incr YES Horz(TL) 0.06 8 n/a n/a ~BCDL 10 0 Code IRC2000/TPI2002 V~nd(LL) 0.10 12-13 >999 240 .~ Weight: 181 b (Matdx) BRACING TOPCHORD BOTCHORD WEBS Sheathed or 4-,3-7 o~ purlins, except end verticals. Rigid coiling dimcay applied or I0-0-0 oc bracing. i Row at mldpt 2-12.3-12, 4-12, 6-10. 1-13, 2-13 REACTIONS (lb/size) 13=1237/Medical, 8=1237/MechamCal Max Horz13--~624(Ioad case 3) Max Uplift13=-205(Ioad case 6}, 8=-182(Ioad case 6) FORCES (lb) ~ Maximum Compression/Maximum T~qs~on TOP CHORD 1.2=.156/22Z2.3=.707/314, 3-4=-777/280. 4-5=~11611267, 5~6=-t277/224.6-7=-1558/265 7-8=-t767/235. 1-13=-144/193 EIOT CHORD 12.13=-169/496.11-12=6/966, 10-11=0/966 9-10=-82/1363, 8-9=-82/1363 NOTES 2) VVIOd: ASCE 7.98; 90mpt~; h=25ff; TCDL=6.0psf; BCDL=6.0psf; Camgo~/,,; Exp C;enc~osed; MWFR8 gable encJ zone; tanager ~ a~ ~t 3) ,h,s truss has been designod for a 10.0 psf bottom chord live load nonconcurrent with anY oth' Iwe ''s- "~[ A .~ ~'~ ~ '~ *~ STATE __ Marcl~,_2.~ .... ' Qty Ply Si;ver~home Homes 17 sedgwtc~ ,~o~ Truss Tress Type E803555~ DEFL in (loc) Edefl L/d PLA3E$ GRIP Vert(LL) -0.09 4-5 >999 360 MIt20 1971144 Ve~L) -0.28 4-5 >485 240 MH181~ 141/138 Horz(TL) 0.00 4 nla nla VVind(LL) 0.11 4-5 >999 240 Weight: 51 lb BRACING TOP CHORD Sheathed or 6-6-0 oc puriins, except end ve~cals. SOT CHORD Rigid ce~lng directly applied or 6-0-0 oc breong. LOADING (psf) SPACING 2-0-0 CSl TCLL 20.0 Plates Increase 1.15 TC 0.74 TCDL 10.0 Lumber Increase 1/15 BC 0.47 BCLL 0.0 Rep Stress lnC~ YES ~VB 0.1g BCD/ 10.0 Code IRC2000/TPI2002 {Matrix) LUMBER TOP CHORD 2 X4 SPF No.2 SOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud SLtDER Right 2 X 4 SPF Stud 4-1 FORCES (lb) - Maximum Compression/Maximum Tens~n TOP CHORD 1~2~287/114 2-3=-295/84, 3~4=-410/55. 1-6=-488/113 SOT CHORD 5-5=~142t224 4-5=-7/250 NOTES dghtexposed end vertical eftandrightexposed;Lumber. DOL=l.33p~ategnpDO!z=l,33. LOAD CASE(S) Standam ._M~ DeCgn void ~or um o~ly With t¢~3 el~ co,nec or, !~ d~ · ~ only upol~ porarc~!?~_ shown .and is for 0[3 i[~?v~ual building co~c~m~ens~own Chesterl~. MO63017 MEek' 5 LOADING (psf) SPACING 2"6-0 TCLL 20,0 I Plates Increase 1.15 CSI TC 0.16 WB 0.14 DEFL m (idc) ~/defl L/ct PLATES GRIP Ve~LL) n/a nla 999 MIl20 1971144 Vert(TL) nla n/a 999 HOt'~(TL) 000 5 nla ~teighf: 56 fb BRACING TOP CHORD Sheathed or 6q~.0 oc puHins TCDL 10.0 Lumber idcrease 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code 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 REACTIONS (lb/size) 1=155/16-5-8.5=155/16-5-8.7=232/16-58. 8=355/16-5-8, 6=355/16-5-8 Max Hot= 1 =-205(idad case 3) Mex UPlift1 =-31(10ad case 3), B=-212(Ioed case 5), 6=-212(Ioad case 6) Max Gray1=155(to~d case 1 ), 5=155(load case 1), 7=232{tua(I case 1), 8=364(Ioad case 7), 6=364(Ioad case 8) FORCES (lb) * Meximum Compression/Maximum Tension TOP CHORD I-2=-171/128 2-3=-135/145, 3-4=-135/115- ~120~9 BOT CHORD 1-8---43/129. 7-8=-43/129, 6-7---43/129, 56--43/129 WEBS 3-7~-162/1.2-8~263/246, 4-8=-263/246 NOTES 1 ) Unbalanced roof th~ loads have been considered fo~ th~s design. 2) '.~nd: ASCE 7-98; 90m~n; h=Z5ft; TCDL=6.0psf; BCDL=6.0psf; CategorY II; Exp C; enctosed; MWFRS gal~e end zone; cantilever left and rlgBt expose~l: end vellJca~ left and right exposed; Lumbar DOL=1.33 plate gMp DOL=1,33 LOAD CASE(S) Standan:i (~.200 ~'~1~ 5~MiT~(l"~u~Mon Mar 21 13:23:322005 Page~ CARTER -LEEBUILOINGCOMPONENTS MOORESVILLE IN. 46158 5-5-8 LOADING (ps~ SPACING TCLL 20.0 Plates increase 1.15 TCDL 10.0 Lumber Iflcrease 1.15 ~CLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IRC2000/TPI2002 LUMBER TOP CHORD 2 X 4 SPF No.2 BDT CHORD 2 X 4 SPF NO.2 WEBS 2 X 4 SPF Stu= CSI DEFL ir (toc) i/deft L/ci pLATES GRIP TC 0.41 Vert(LL) nla nla 999 Mil20 197/144 DC 0.25 Vert(TL) n/a n/a 999 VVB 0.00 Ho~(TL) 0.00 3 nla ma (Matrix) Weight 17 lb REACTIONS (lb/size) 1=193/5-5~8 3=193/5-5-8 Max Horz 1~.131(Ioad case 4) Max UpSf[l=-22(ioe(~ case 5), 3r--64(Ioad case 5) FORCES (lb) - Me~mum Compression/Maximum Tension TOP CHORD 1-2=-92/70. 2-3=-145/93 BDT CHORD 1-3=-27/42 NOTES 1) W'md: ASCE 7-98; 90mph; h=25~ TCDL=6.0psf; BCDL=6.0PSf; Category It; Exp C; enclosed; MWFRS gaole en~i zone: cantilever left and right exposed; end ~ left and fight exposed: Lumber DOL=l~33 Hate gdp DOL=t.33. 2) This truss has been desig ned for a 10.0 psf bottom chord live load nonconcurrent with any other tire leads 3) Gable requi~es c~ni/nuous ~mtom c~.orcl beanng. LOAD CASE(S) Standar~ is ~r lores?) ~epod of ,n~uolw~. mernbe~ only. ^dd~ioP~l temporary ~c,ng to )nsu~? .s~obm§hy ~J~ co~$1rucfi~, ~ ?e re~l"ly of the March 21 ~RT~I~-~BUiLJ~I~GCOMP(~h~NT~.M~ESVILLE IN. 46158 ..... 6 20OsMa~'~2005~e~lndust~e~ Inc. MonMar21 13:23:332005 P~ge{1 3 LOADING(pst) SPACING TCLL 20.0 Plates Increase 1.15 TCDL 10.0 Lumber tec~ease 1.15 BCLL 0.0 Rep Stress Inc~ YES BCDL lo.0 Cede IRC2000/TpI2002 LUMBER TOPCHORD 2X4SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud OTHERS 2 X 4 SPF Stud CSl DEFt m (Igc) ~/defl J(3 PLATES GRIP TC 0.27 Ver~.(LL) ~m nla 999 MIl20 197/144 BC 0.13 VedO'L) n/a nla 999 WE 0.08 HOrZ(TL) 0.00 4 nla (Matrix) Weight 25 lb REACTIONS (tb/s[e) 1=78/7-5-8. 4=123/7-5-8, 5=346/7-5-8 Max Horz~=185(load case 4} Max Uplift1 =*22(load case 3), 4---41(toad case 4), 5=-156(Ioad case 5) Max Gray1 =88(load case 4), 4=123(load case 1}, 5=346(Ioad case 1) FORCES (lb). Meximum Compression/Maximum Tensmn SOT CHORD 1-5=~39/59, 4-5~-39/59 WEBS 2-5~-259/208 NOTES 1 ) Wind: ASCE 7-98: 90mpn; h=25~ TCDL=6.0psf; BCDL=6.0psf;, Categor/II; Exp C: enclosed: MWFRS gabJe end zone: cantileVer left end ~ ~ STATE OF ? cc~ March 21,200._ _5J LJ0770305 V12 jROOF TRUSS 1 1 .k) b Ref~.~en~oJ~ ~.~ CARTER.LEEBUILDINGCOMPONENT$ MOORESVlLLE IN.~4~1~ ........ 6200sM~2005M~i-eklnd~Sb~s, ln~ MO~ Mar21 13:23~32005 3x4 Mil20 Scale 3 2 ECLL 0,0 Rep Sbess Incr YES W~ 0109 I Holz(TL) 0.00 4 n/a n/a LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD EOT CHORD 2 X 4 SPF No.2 EOT CHORD WEBS 2 X4 SPF Stua OTHERS 2 X 4 SPF Sma NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL--6,0p~f; BCDL=~.OPSf; Category Ii; E~o C: er~closed: MWFRS game end zone; cantilever left and right exposed; end ve~al left and right ~posed; Lumber DOL=1.33 plate gdp DOL=1.33. LOAD CASE(S) Standard LOADING (pst~ SPACING 2-6.0 TCLL 20,0 Plates InCrease 1 TCDL 10,0 Lumber Increase 1,15 8CLL 0.0 Rep S~ess Incr YES BCDL t 0,0 Code tRC2000FFPI2002 CSl DEFL ,n (Igc) i/deft L/d PLATES GRIP TC 0.28 Veit(LL) n/s n/a 999 MIl20 197/144 BC 3.22 Vert(TL) n~a n/a 999 WB 0.12 HO]-Z(TL) 0.00 5 n/a (Matrix) Weight: 43 lb BRACING TOP CHORD Sheatt~d or ~0~0 oc punms, except end verticals, SOT CHORD Rigiri ceiling directly applied or 16.0~) oc bracing. LUMBER TOP CHORD 2 X 4 SPF NO.2 BOTCHORD 2X4SPF No.2 WEBS 2 x 4 SPF Sturi OTHERS 2 X4 SPF Stua REACTIONS (lb/size) 1=91/11-5-6.5=132]11-5-8.6=338/11-5-8, 7=306/11-5-8 Max Horz 1 --294(Ioad case 4) Max UplEtl---46(load case 3), 5--~0(Ioad case 4), 6=-154(load case 5), 7=-138(Ioari case Max Gravl =143(load case 4), 5=132(h3ad ~ase 1), 6=338(load case 1), 7=3g6{Ioad case 1 FORCES (lb)- Meximum Compressiob/Maximum Tension TOP CHORD 1-2=-260/146.2-3=-200/143 3-4=-107/108.4-5=-96/58 SOT CHORD 1-7--~i3/97, 6-7---63/97, 5-6=-63/97 NOTES 1) Wind: ASCE 7-98' 90mph; h=25ff; TCDL=6,0Dsf BCDL=6 0psf; Category II; Exp C: enclosed; MWFRS gep~e end zone; cantilever left aha dght expose~ end vertical left and right expose~; Lumber DOL=1.33 Plate grtPDOL=1,33- LOAD CASE(S) Stande~d 5 LOADING(psf) SPACING 2-0-0 CSl DEFL m (,~c) I/deft L/d PLATES GRIP LUMBER B~CING TOP CHORD 2X4 SPF NO.2 TOP CHORD BOT CHORD 2 X 4 SPF No.2 BOT CHORD OTHERS 2 X 4 SPF S~u~ REACTIONS (lb/size) 1=92/13..3-2. 5=93113-3-2. 7=25711~3-2. 8=277113-3-2. 6=277/13-3-2 Max Horz 1 =~163(load case 3) Max U pliffl --.-47(toed case 3). 5=..16(load case 4). 8=-171(tea~ case 5). 6=-170(Ioad case 6) Max Gray 1=95(toad case 4). 5=93{load case 1). 7=257{lead case 1). 8=291(Ioad ca~e 7) 6=29't (load ease FORCES (lb) · Maximum Comprsssion/MaxJmum Tension BOT CHORD 1-8=-37]92 7.-8~37/92 6--7.~37/92.5-6=-37/92 LOAD CASE(S) Standard ^pp~cc~y ot design ~[~menm~ eh= prop~' mcoq:x~o.~?~ o[ componeM is ~spo~sibirr~y ot building ~,~gr~ - ,oT.~ru~ oe~,gne~. B~.~ s~ feb~cofio~, ~y con~ ~t~-oge, de~e~y, ~'~= fio~ ond t~roci~, c~mulf ,~1~'1/~13~Q~ 9~Y C~mJ~ I~B"89 m~i BCSI 11~lld~ng Camp°net~f 'e~R- LI=E~ ~Oir6~G COMPONENTS, MOORESVILLE, IN, 46158 6.200 s Mar 5 2005 MiTek Im:lustdes, Ira. Mort Mar 21 13:23:34 2005 Pagq LOADING(psf) SPACING 2-0-0 CSI DEFL m (loc) I/deft L/d PLA'fRS GRIP TCLL 20.0 Plates increase 1.15 TC 0.23 Vert(LL) n/a n]a 999 MIl20 197/144 TCDL I0.0 Lumber Increase t.15 BC 0.19 Vert(TL) nla n/a 999 BCLL 0.0 RepStress Inc~ YES WB 0.08 HOFZ(TL) 0.00 3 r~a n/a BCDL 10.0 Code IRC2000/TPI2002 (Matrix} Weight: 29 lb LUMBER BRACING TOP CHORD 2 X4 SPF NO,2 TOP CHORD Sheat~sd or 6-0-0 oc purlins, BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiJing directly apphed or 10-0-00C blacmg OTHERS 2 X4SPF Stud REACTIONS (lb/size) 1=190/10-O~11.3=190/10-0-11 4=361/10-0-11 Max Horzl=121(10ad case 4) Max U1~¢[1 =-31(~oed case 5), 3=-44(Ioad case 6), 4=~30(Ioad case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-t56/68. 2-3=-156/68 8OTCHORD 1.4=-28/66 3-4=-28/66 YVEBS 2-4=215/65 3 LOA01NG (p~f) TCLL 20.0 TCDL 10,0 BCLL BCDL 10.0 SPACING 20-0 CSI DEFL n (loc) I/deft Lrd PLA11ES GRIP TC 0.16 Vert(LL) n/a n/a 999 Mi/20 197/144 LPlates Increase 1.15 LUMBER TOP CHORD 2 X 4 SPF NO.2 BOT CHORD 2 X4 SPF No.2 OTHERS 2 X 4 SPF Stud right exposed; end vertical left and ~ht exposed: Lumb~r DOL=I ~33 plate grip DOL=I LOAD CASE(S) Standard CARTER ~ LEE BUILDING COMPONENTS MOORESVILLE IN. 46158 1000 12 MEek' LOADNG(psf) / SPACING 2-0~0----~ C$1 DEFL in (loc) I/deft L/d PLAIES GRIP TCLL 20,0 Plates Increase 1,15 I TC 0.26 Vert(LL) n/a - n/a 999 MIl20 197/144 TCDL 10.0 Lumber increase 1.15 i BC 020 i Vert(TL) n/a - n/a 999 L Incr YES W~ 0.11 BCLL Rep BCDL 10.0 ~ Code IRC2OOO/TPI2002 (Matrix) ! ....... ~ Weight: 41 lb LUMBER BRACiNG right exposed; end vertical left and fight exposed; Lumber DOL=1.33 plate gdp DOL:'t .33, ~ ~ Nc 199~041~ ~ Mar~ 21 2~ ' 2 LOADING(pst) SPACNG 2'04) CSI I DEFL i~ (loc I/deft L/d PLA'lES GRIP TCLL 20.0 Plates I~ct~ase 1.15 TC 0.41 Vert(LL) nla - Wa 999 MIl20 197/144 TCDL 10.0 Lumber Increese 1.15 SC 0.19 ] Vert(T~-) ~]a - n/a 9~9 SCLL 0.0 Rep Stress Incr YES ~ 0,09 I Horz(TL) 0.00 4 n/a n/a SCDL 10.0 Code IRC2000/TPI2002 (Ma~ix) Weight 31 ib LUMBER BRACING TOP CHORD 2 X 4 SPF NO.2 TOP CHORD Sheathed or 6~0*0 oc purims, except emi vet riots. ROT CHORD 2 X4 SPF No,2 SOT CHORD Rigid ceiling directly applied or 10~0 cc bracing. WEBS 2 X 4 SPF Stud OTHERS 2 X 4 SPF Stud REACTIORS (lb/size) I=t38/8-1t.0.4=109/~11~0. 5--416/8-11~0 Max Horz 1=225(Ioed case 4) Max Upliffl=-10(ioad case 3), 4=~5(Ioa~1 case 4), 5=-188(Ioad case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1.2~189/t22. 2.3=-99/96, 3~4=-82/62 BOTCHORD 1.-5=47/71,4-5---47/71 WEBS 2-5=-312/250 NOTES 1] Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.0psf; BCDL=6.0psf: Category II; Exo C: enclosed: MWFRS gable end zone: cantilever left ami dght exposed; emi verticalteft an~ right ex~sed: Lumber DOL=1.33 plate gdp DOL=1.33 LOAD CASE(S) Stanaam LOADING psf) SPACING 2-0-0 CSI I DEFL in I~c Fd~ L/d PLATES GRIP TCLL 20.0 i Pla~es Increase t.15 TC 0,23 [ Ve~t(LL) n/a - n/a 999 MIl20 197/144 TCDL 10,0 Lumber increase i:15 BC 0~12 Ve~L) n/a - tt/a 999 BCLL 0.0 ! ReP Stress Iflc~ YES WB 0.07 BCDL 10.0 ! code IRC2000/Tp!2002 (Matrix) J LUMBER BRACING TOP CHORD 2 X4 SPF No.2 TOP CHORD BOT CHORD 2 X 4 SPF NO.2 BOT CHORD WEBS 2 X4 SPF Stud OTH ERS 2 X 4 SPF Stucl RI.AC'nONS (;b/size) 1=51/6-11-0, 4=125/6-11-0. 5=328/6-tl-0 Max Upl~tlc-28(Ioad c~se 3), 4=~40(Ioad case 4), 5=~148(load case NOTES LOAD CASE{S) Standard 14515 N. Oute~ FO~y, ~.~.~ ~o ~ ~ ~:~o ]~ ~oe~.o o~' ~ o~ o~<'~ · . ~.- ~ ~ = 0m TOP CHORD ~ ~' ~ = ~ 0 TOPCHORD