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05040229-Truss Info
MiTek Industries, Inc. 14515 Ne~ Ou~r Foe/D~e Suite 300 ~steff~eld, MO 63017-5746 TeiePhone 314/434~1200 Fax 3~4/434~5343 Re: J1 160405 Silverthome Homes 16 Sedgwick The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direc~ supervision based on the ~eters provided by Carter-Lee Building Components. Pages or sheets covered by this seal: 18213985 thru 18214039 My license renewal date for the state oflndiana is July 3 I, 2006. April 25,2005 The seal On these drawings indicate acceptance of ?~_~essional engin?xing resp .o. us!bil?y.s,o, lely. f.o~r the truss components shown. The suitability and use ofthis component tot any pamcmar omlalng is me responsibility of the building designer, ~er ANsIFrPI-2002 ~hapter 2. ~UILDING COMPONENTS, MOORESVILLE. IN. 46158 L~ 2.50 [12 2X4 SPF NO.2 BOT CHORD 2 X4 SPF NO.2 WEDGE Left: 2 X 4 SPF Stud BRACING TOP CHORD SheA~hsd or 2-~5 oc puffins. BOT CHORD Rigid ceiling direclly appl~t or t0-o-0 oc bracing- ,) V~nd: ASCE 7-96; 90mph; h=25ft; TCDL=6.0psf, BCDL=6-0~.=~Ca~ lei; _.E~_ ,~C; ~= ~ .~n~c~l.; MWFRS gable ~ zone; cantik~ver left and r~"r~'~.~m,~r~-icai cor~ i-~:fioll (by ~hers) d t~ss to bear~g platu capable of withstandl~g 24 ~b uptiR at joint 3 a~d 114 lb ,p~ift at jolt 2. ) OAD CASE(S) Standmd ~ No. 19900415 ~ 3ob CSI BCDL 10.0 BOTCHORD 2X~ TC 0.27 VerI~LL) SC o.os vert(TL) BRACING TOP CHORD Shealhed or 2-8-5 oc purl~s. BOT CHORD Rigid =eiling directly aPP~ied or 10.0~0 °c bramng. REACTIONS (W/size) ~=26]Mechanic~, 2=246/o-5-t0 4=23/Mechanical ~ H~t~d ~ 5) M~ U~21~d ~ 4), 2~1~ ~ 5) ~' ASCE 7-9B' ~h h~Sn TCDL~,0~ BCDL~.~ ~ II; ~ C; ~; ~RS ~ ~d ~; ~r I~ .~ * ~ ~' ~ ~ I~ end ~ht ~; Lum~r DOL=t ,33 ~ g~p ~=1,33. EE BI~LDING COMPONEI~c~S. MOORESVILLE , IN. 46158 4X4 Mit20 -- s.oo SPACING 2-0-0 Plates ncrease 1.t5 TC 0.09 I~mber ~tc,-ease 1~15 IBC 0.04 Vetl(TL) "0.00 11 rjr 120 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 10 n/e rja Code iRC2000/TPI2002 (Mabix) V~nd(LL) 0.00 11 rjr 120 BRACING 2X4 SPF NO.2 TOP CHORD Sheag~ed or 6-l~0 ~ purlins. BOT CHORD 2 X 4 SPF NOA2 OTHERS 2X4 SPF Stud BOT CHORD Rigid ceiting dire~lly apptied or 10-0"0 oc bracing. 3-4=~61/75, 4-5~-36/96.5"0----36~114. 6-7=-36/106, 7-8~36/68, 8-9=-42/34 9-10=~18/40, t0-11=0/31 31106.14-15~-18/1~6. 13'14=-18/106, 12'13='18/1~6 uplift at joir, t 10, 39 uplift at joint 12. ROOF~"USS I~' i 11 ~215~ 6~20OsMar 52005 M~*eblndustdes, lnc. MonApr25 14:45:1720~5 Fagel LEE BUILDING COMPONENTS. MOORES~RL~E, IN. 461~8 I TCLL 20,0 i plates Im3ease 1.15 TC 0.84~ Ve~t[L~-? 43.12 1-1~ BCLL 0.0 R~S~ n~ NO ~ 0,28 H~) - TOP CHORD 2 X 4 SPF No.2 T~ CHORD Sh~. ~12 2 X 4 SPF N~2. ~11 2 X 4 SPF No.2. ~11 2 X 4 SPF NO.2 51-52 2 X 4 SPF ~,2 REACTIONS (tb/'~ze) l=14~nical, B=1458/0~3-8 Max Horz 1=~22(Ioad case 3) D Wine: ASCE 7-98; 90mph; 1~25ff; TCDL=6.0psf; BCDL=6,0psf; Ca_ _t~g~.ry 9; E:xp_C_;.e n. ~ ~cl~d; MWFRS gable e~d zone; cantilever left 99004 5 Jl160405 6 SPACING 2.0.,0 1.5x4 M 3x8 MIEO 3:~ MF20 Vert(LL) .0.00 9 PJr 180 BC 0.03 VeH~TL) -0.01 9 nlr 120 2X ~X4SPF Stud Jll60405 GE4 ROOF 3 4 PLATES GRIP Weight: 157 lb ~BCLL 0.0 R~ ~slnu YES ~ ~ 0.71 H~(~) 0.0t 6 ~a ~a TOP CHORD 2 X 4 SPF No.2 TOP CHORD 80T CHORD 2 X 4 SPF No~ ~T CHORD REACTIONS (lb/size) 2=342/(~t-8, FORCES (lb) - Maximum C0mpression/Me~Jmum Tension 6~7__.~/33 e joint & LOAD CASE(S) Standard plate g~p DOL;=1.33. · SPACING ~ 2-00 ~ CSI Plates Increase 1.15 L TC 0.39 Lumber Increase 1.15 BC 0.22 Rep Stress Incr NO WB 0.06 COde IRC2000FTPI2002 (Mat~x) '[ DEFL n (oc) I/d~l L/d PLATES GRII; Vert(LL] 0 00 ~ nk 180 M 20 197/144 Veft(TL) -0.00 1 n/r 120 I H°rZ(TL) 0.00 g rga n/a WimJ(LL) 0.00 2 n/r 120 V~,~ight: 49 lb Mex G~av15=263(10ad case 4), 9=62(toad case 1). 14=157(~oad case 3). 13=115(load case 1), 12=106([~ad case 1), t 1=98(Ioad case 1), 10=12~{loaa case bearing plate cal~ble Of withstanding 143 lb uplift at jolt1105, 35 lb uptilt at joint of the CARTER - LEE BUILDING COMPONENTS, MOORESViLL~. I~ 4G158 BRACING TOP CHORD Sheathed or 6~9/0 oc; pllflios. BOT CHORD Rigid ceiling directly apl~ied or 10-04~ ~x= bracing. REACTEDN8 (lb/size) 2=148/t0-3-O. 10=148/10-34), 15=80/10-3-0. 16=1041t0-~.0, 17=109/t9.3-0. 18--69/t0-3-0, 14=104/10-3-o. 13=109/10-3-0 12'~69/1DG-0 Max Horz2=156(lcad case 4) - se Max Uplift2=~2(icad cese 3), t0=.34(Ic~d case 4), 16---50(load c~se 5), 17--=-69(loaci case 5), 18.-- 106(ioad ca 14=~47(Ioad case 6), t 3~-70(loed case 6), t 2--4)3(Icad case 6) Max Gmv2=14~ case 1). 10=148(Icad case I), 15=97(Icad sese 6). 16=107(load case 7). 17=109~ case 1), 18=79(Io~d case 3), 14=107(k:~d case 8), 13=109(k~d case t), 12=72(load case 8) FORCE~ (lb) - Maximum Corepression/Maximum Tension - 10- 11 156 4-17---8t/86.3-18=-59/116.7-14=-8tRi2. 8-13~81/87. 9-12=-59/105 2 lb uplift at joint 2, 34 lb uplift at joint 10, 50 ~ ]~ ........... ~ ITruss T~ jl160405 9 ca ~FL i. (~C) Ud,~ L/,~ I m.A~s om. TC 012 Ve~LL) ~00 19 n/r 1~ ~ MIl20 197/1~ TOP CHORD Sheathed or 6-0-0 oc ptafi~s. BOTCHORD Rigid ceiling dimCllY applied or lC~B oc bracing. WEBS I Row at midpt 10-28 SLIDER Le~t 2 X 6 SPF No.2 t-3-3, Right 2 X 6 SPF No.2 1~3~3 33--~1 (lead case 5), 34=-68[l~d case 5), 35=-189(Ioad case 5), 27=-20(icad case 6), 26=-74(Ioad case 6), 18='79(1°ad case 4) I ~ ~ Max Gmv2=310(!°ad case 4)' 28=191(t°ad case 6)' 2~-106(1°ad case 7)' 30=108(1°ad case 7}' 31=107(ilfl~ case ~ 32=107(load case 7), 33=106(Ioad case 1), 34=108(10ad case 7), 35=121(Ioad case 3), 27=106( oadcase ), V~ 26=1~10ad case 8), 25=10T(Ioad case 1), 24=107(Ioad case 8)* 22=106(lead case 1), 21=108(lOad ~ 8). ~ I/ 5) NI plates are 1.5x4 MIl20 u~less othem~se imJicated. Tms= Type GE7 ROOF TRUSS COMPONENTS. MOORESVILLE . tN 46158 ~ j ~ 1821399~ 62 lb uplift at Joint 32, 61 lb uplift at joint 33, 68 lb upl~ at Joint 34,1891b up4ift et Jolt 35, 20 lb uplift at joint 27, 74 ib uptift at J~t 26, 62 lb uplift at joint 25.62 lb ul~ at J 61 lb u[01ift at joint 22. 67 lb u~ift at joint 21,163 b up~ift at joint 20 and 79 lb uplilt et joint 18 LOAD CASE(S) Scale = 1:28.9 I TCLL 20.0 ~ pIsteslncrease t.15 TC 0.50 Ve~rLalt(L) -0.05 I TCDL 100 ~ LumberlnCmaSe 1.15 BC 0.59 Ver~TL) -0.13 I BCLL 0 0 [ Rep $f~ess tncr NO V~ 0.72 I Horz(TL) 0.03 [ BCDL 10.0 ~ Code IRC2000rFPI2002 (MaEiX) I Wl~d(LL) 0.05 GmP FORCES (lb) - Maximum CompreSsmn/Ma3~mum Tension TOP CHORD BOTCHORD 1-9=,-86415651 9-10---8~1561tl. 6-t0='864/5681,8'11'~86415681, 7'11--'86415681, 7'12~910'~°441'12'13---91016441' ~.13=.910/6441,6.14=.9t0/6441,14..15=-910/6441, 5-15---910/~41 WEBS 2-8=,-294/2217 2-7=,.1979/373, 3-7=-78715271, 4-7~2958/518..4-6-=-460/3339 LOAD CASE(S) Standar~ Uniform Loads (plo Sce[e = 1:64.7 TOP CHORD Sheathed or 5-0-O Oc pullins. BOT CHORD Rigid ceiling dirse~y upplied or 6-0~ oc braci~. d case 6) Max Gmv13=5845(ioad case 1), 7=3666(Ioad case 8) FORCIE~ (lb) - Maximum cOmp~mum Tension 8/1 0 7-8=0/36 TOP CHORD 1-2-~116/350, 2-3=~1231430, 34=-1364/545, 4~5=-1405/530, 5.8~-296~/914, 6-7---533 80 , BOTCHORD 1.14=.193/148 13.14=.193/148.13-15=-283/264,12-15=-283/264 12-16---659/2213.11-16---659/2213, 11-17=-1243/3917. 16-17=-1243/3917, 6-10=-1243/3917, 7-9=-1243/3917 WEBS 2-14=~137/92. 2-13=-124/223.3-13=-4~06/1225. 3-12~-909/3638. 4~12~--62511612.5-12-.-3506/12t2, 5-11=-t 28714092. 16d Common(.162~x3.5') Nails as followS: (F) ~r back (8) face in the LOAD CASE(S) section. Ply to 3dicated. $ sufficient to support co{~centratad load(s) 1401 th down and t90 lb up at 9-4-9. 3611bupat 13-4-9, a~cl1424thdownand3591bupat tS-4-9, a~dt9841b 5 on 13ofl~3m chord~ The design/selection o~ such connec~on device(s) is the mspo~stb~ of othem COMPONENTS. MOORESVILLE , IN. 46158 LOAD CASE(S) Stancla~ 1) Regular.' Lumber Incmase=1.15, Plate Increase=1.15 Uniform Loads (pit) Vert: 1-4---60, 4-.8=-60, 1-7~20 ConcenUated Loads (lb) Verb 11=-1424(B) 9~-1984(B) 15~-1401(B) 16'~-1424(B) 17=-1424(B) .Job Re f.e.~U~o~..a..l~ ._ _ 25 14:46:20 ~a~ 2 6.20O ~5'2oo5 MiTek Indusl~es, 6 {L--O~NG(p'-~ '1 SPACING 2-0,0 "--ESI TCDL 100 ~ Lumbe~ Increase 1.15 BC 0.34 BCLL 0,0 Rep Stress Inc~ NO WB 0,97 BCDL 10.0 Code IRC2000/TPI2002 i iMal~x) LUMBER TOP CHORD 2 X 4 SPF No2 EOT CHORD 2 X 10 SYP 2250F 1 ,~E Hor~TL) 0.03 6 n/a n/a GRIP BRACIR~ TOP CHORD EOT CHORD Sheathed or 6q~O oc ped~ns. Rigid ceiting direcliy applied or 10-04:) oc brac~g, BOT CHORD 2-11=0/11346,10-11=0/11346, 9-t0=0/11346,8~stoOl11346. 6-8--0111346 2) All loads are considered ~q~ally appl~d ~ ~1 ~, ~pt ~ n~ ~ ~ (F) or ~ (B}~ i~OAO ~S) ~n. P~ ~ ply ~S ha~ ~ ~ ~ O~1~ ~ as (F) or (B), unl~ ~ ~ dght ~; ~ ~ I~ and ~ht ~; Lum~r. DOL=1.33 ~ g~P D0~1,33- . LOAD CASE{E) Standard C~RTER - LEE BUILDING COMPONENTS. MOORESViLLE . IN. 46158 Uniform Loads (p~ 1 I job Refem;ice (.~ 3 ~ TCLL 20.~ ~ Ra~ Incm= I 15 [ TC 0.73 ~ Ve~LL) -0.20 1~17 >g~ 3~ MIl20 ~ TCDL 10.0 ~ Lum~rln~ I 15 [ BC 0.95 ~ V~TL) -0.58 1~17 >7~ 240 ~ ~LL 0.0 ~ R~IO~ YES ~ 0,84 ~ H~(~) 0.~ 9 ~a ~a [ 7-14 2 X 4 SPF NO.2 BOT CHORD Rigid ceiliog dimcl~y ap¢ied or 2-2-0 oc bracing, FORCES (lb)- Maximum ComRmssio~/Maximum Tension TOP CHORD 1,2=0/31.2-3=4223/558.3-4~23t3/380, 4-5=-2061/395, 5-6~-2061/394.6-7~-1904/348. 7-0=-1949/325.8~9=~230Z'284, NOTES ' right exposed; end vertical left and fight exposed; Lumber DOL=1.33 plate grip DOL=1.33. LOAD CASE(S) Standani 6.200sMar 52005MiTeklnd~a~s, tnc. MonApr25 14:45,2.12005 ege~ TCDL 10.0 BCOL 10.0 TC 0 55 J Vert(LL) -0.16 19-20 >999 360 MIl20 1971144 BC 0.gg [ Vert(TL) -0.43 19-20 >999 240 WB 0.64 ~ Horz(TL) 0.28 12 hie nla (Matrix) I tA~*~!LL) 0.15 19-20 >999 240 VVeight: tgl I~ LUMBER BRACING TOP CHORD 2X4 SPF NO~ TOP CHORD Sheathed er 2~6-15 oc purlins. BOTCHORD 2X4SPFNo~2 BOTCHORD Rigidce~ingdirec~yeppliedorl0-O-0ocbrec~g, Excep~ FORCES (lb)- Maximum Compression/Maximum Tensio~ H160405 21 20 4.00112~ ...... Q~ 1F~Y -'-I Sih~Homes16Sedg~ic~ LOADING (psf) TGLL TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 P ares Increase 1.15 TC 0.80 Lumberlncrease t t5 BC 0.98 Rep Stm~..s Incr YES WB 0.92 Code IRC2000/TPI2002 (Matrix) 2 X 4 SPF No.2 7.19 2 X4 SPF NO.2. 7-18 2 X4 SPF No.2, 7-17 2 X 4 SPF NO.2 6.17 2 X 4 SPF No.2. 9-17 2 X 4 SPF No.2. 9~16 2 X 4 SPF No.2 PLATES GRIP V~ight 212 lb Rigid ceiling directly ap¢ied or 2-2-0 ac bra~ng. 1 Row at midpt 6-19, 7-t7, 6-17, ~17.11-16 REACTIONS (lb/size) 2=1527~0~3-6, 12=1527/0.3-8 Max Horz 2=335(Ioad case 4) FORCES (Ib)~MaximurnCompmssion/MaxtmumTensio~ 96*7 1622/463 TOP CHORD 1-2=0t31, 2~3~132/76t, 3-4~-2422/405, 4-5=-2357/427, 5-6=-1810/37 . ~- .7-8=-1260/342, 8-9~1260/343. ~-10=-1508/340.10-11=-1648/295, 11-12=-223B/274, 12-13=0~3 NOTES 63017 LCARTER ---LEE BUILDING COMPONENTS.I ........ MOORESVtLLE. IN. 46~58 6 Mar 5 2~G5 M~Tek Indus~ies, Inc. Mon Apr 25 14:45:22 2005 5 6 LOADING (pst) SPACING 2-9-0 CS! TCLL 20.0 ; Piates Increase 1.15 TC 3.47 TCDL 10.0 ~ Lumber Increase 1.15 BC 0.79 BCDL 10.0 Code IRC2000~PI2002 (Mat~x) TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 2.16 2 X4 SpF Stud, 4-16 2 X 4 SPF Stud. 7-1 t 2X 4 SPF Stud 9-11 2 X4 SPF Stud DEFL tn (loc) J/deft L/d PLATES GRIP Ve;t(LL) -0.15 t9-11 >999 360 Mil20 197/144 Vert(TL) .0.45 19-11 >963 240 Horz(TL) 0.12 10 n/a ma Wlnd(LL) 0.12 1-16 >999 240 'v~ght: 183 tb BRACING TOP CHORD BOT CHORD WEBS 4) T~iS ti~ss has been designed for a 10.0 ~f bottom ~ 5) Rear ~ g~s) ~r ~ ~ ~ ~n~as. . ..... LO~ CASE(S) ~am '% ~. ~'~' ~,~, ........ ~5,~0~ } Job R~,~, (~p~j LOADING TCLL 20.0 TCDL 10,0 BCLL 0.0 10.0 LUMBER SPACING 2-0-0 CSI DEFL in (loc) Ede0 Pl~te~ trtcrease 1.15 TC erl(LL) -0,08 6-7 >999 360 Lumber I~.ctease 1.15 ~ BC OAS I Vert(TL) -0.20 6-7 >486 240 RepSt~sslhc~ YES ~ ~ 0.29 I Horz(TL) -0.01 4 ~/a n/a Code IRC2000/TPI2002~v.~ (Matrix) ...... ...... ~d(LL) 0.00 6 >9~9 240 BRACING SPF S~d PLATES GRIP TOP CHORD Sheathod or 6-0-0 oc puffins, except cod verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac~g, 2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.0psf; BCDL=6.0ps~ Category II; Exp C; enctosnd: MWFRS gable end zone; canble~er left and 3) provide adequate drainage ~o prevent water ponding LOAD CASE(S) S~ndar~ TCLL 20.0!iii I P~aios Increase 1.15 TC 0.11 TCDL 10.0 Lumber Increase 1,15 BC 0.14 BCLL 0.0 Rep S~ess Incr YES WB BCDL t0.0[ Code IRC2~00/TPI2002 (Matrix) TOP CHORD 2 X4 SPF NO.2 BOT CHORD 2 X4 SPF No.2 WEBS 2 X 4 SPF WEDGE Lef~ 2 X 8 SYP No.1 DEFL in (loc) i/deft L/d PLATES GRIP Ver~(LL) -6.00 2-6 >999 380 MIl20 1971144 Vert(TL) -O.0t 2-6 >999 240 HOrZ(TL) 0,00 5 n,~ ma WJ~ld(LL) 0.00 6 >999 240 Weight: 23 lb BRACING TOPCHORD 8OTCHORD REACTIONS (lb/size) 5~131/Mechanical, 2=23010-5-8 Mex Horz2=t 23(Icad case 4) FORCES 0b) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-112/43~ 3-4=-27131,4-5=-147/32 BOT CHORD 2-6=-35/52, 5*6=-23/36 WEBS 3-6=-63/70.46=-201142 NOTES 1) Wind: ASCE 7-98; 90mph; h--25~ TCDL=6,0psf; BCDL=6.0p~, Categoly tl; Exp C: enclosed; MWFRS gable end zone: cantilever ~ and right exposed: end ve~dcal left and dght exposed; Lumber DOL=1.33 Cate grip DOL LON) CASE(S) Standard M · ~ARTER -LEE BUILDINGCOMPONENTS. MOORES~LLE · IN. 46158 Jo~ Refer~c~ (~L RIEA~TIO~$ (th/size) 2--.3389/0*3--8.11=3391/0-3-8 Max Horz2=+177(Ioad case 3) 6) ~ tress has been designed for a 10.0 I~ .bo~.. m chord I/ye load nonc~ncurrent with any ~ hve laOS. ~ ~ ~ STATE e) prov/de mec/~a~ic~ co~nec~on (by others) of truss ~) bearing plate capable of ~--"ng 1108 lb '' at '" 2 a~ 1105 lb u"' at TCDL 10~0 L~m~l~ 1~15 J BC 0.22 TOP CHORD 2 X 4 SPF ~,2 L~ 2 X 6 SPF NO.2 FORCES (~b) - Maximum Compress~ordMax~mum Tension TOP CHORD 1-2--0/37, 2-3=-335/134, 3~4=-13/18, 4~5=~70/43 NOTES 1) V~nd: ASCE 7-98; 9Omph; h=25ff; TCDL-=S.0P~f; BCDL--6,0psf; Category Il; .~. C; enclosed; MWFRS gabie end zone: cantlie~r left and and2601bdow~ancl l~7}bup~t 0-5-12o~ ...t~p. chord, end 30D Ib down and174 bupat 2-5-12 on bottom chord, Tiledeslgn/seiec~on ~ -~- ...~?~...~ ~. o~ such connection device(s) is the responsibility of others. :~ ~.~,~.t, ~ ~..,y~.% (~, LUMBER ~o.oe I~ 3 SPACING 2-6-6 Plates Increase 1.15 Lumber Ir~ease 1.15 Rep S/ess Incr YES Code IRC2000/TPI2002 TOP CHORD 2X4 SPF NO.2 SOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF St'~d WEDGE Lef~ 2 X 4 SPF Stu~ TC 0.27 L Vert(LL) -O.01 2-6 >999 360 BC O.14 Ve~t(TL) -0.02 2-6 >999 240 WB 0.0~ Ho/z(TL) 0.01 5 n/a rite (Mab~x) V~nd{LL) 0.00 6 >999 240 TOP CHORD BOT CHORD PLATES GRIP MIl20 197/144 Sheag~d or 6-0-6 ~c purhns, except end verticals. FORCES (tb) ~ Maximum Compr~smn/Meximum Ter~io~ TOP CHORD 1-2=0/3% 2~3-~-356/32, 3-4=-91/85, 4~5=-68/61 ~EOT CHORD 2-6=-126/232.5.6=-115/203 NOTES 1) '~find: ASCE 7-98: 9Omph; h=25/~ TCDL=6,0psf; BCDL=S~Opsf; Category 9; Exp C; enclosed; MWFRS gab;e end zone; canfi~e~t~r left and right exposed; end verUc~ le{t and right exposed; Lumber. DOL=1.33 p~ate gdp DO~=1.33, . i~-~ $ilver~lome Homes 15 Sedg~,.~k 2-4-8 3 LOADING {ps0 SPACING 2-0-0 cs! TCLL 20,0 Plates Increase 1.15 TC TCDL 10,0 Lumber I~se 1,15 BC 0.05 BCLL 0.0 Re~ S~ess Incc YES WB 0.00 BCDL 10.0 Code IRC2000/TPI2002 (Matrix) LUMBER ~OoTP CHORD 2 X 4 SPF NO~2 CHORD 2X4SPF No.2 I Vert(TL) ~0,00 2-4 >9~ 240 H~(TL) ~,00 3 ~a n/a ~' ~n~LL) 0,00 2 ~ 240 PLATE~ GRIP MIl20 1971144 Max Uplttt3~37iJoad case 5), 2---66(Ioad case 5) FORCES (lb)~ Ma~mum ~ompmssio~'Maximum Tension TOP CHORD 1.2=0/31.2-3=.49/19 NOTES att 1) Wind: ASCE 7-98; 9Omph h--ZSft; TCDL--6,0ps~, BCDL=6,0~. Category II; .Ex~. C; encl. _0~; MWFRS gable end z°ne; ca~le~ dght exposed; cad v~l left and fight exposed; Lumber.DOL=1.33 plate gnp DO71,33- LOAD CASE{S) Standacd I ~ Tress ~IROSS TYpe J1160405 J11 OF TRUSS CARTER - LEE BUILDING COMPONENTS, MOORESVlLLE, tN. 46158 18214007 ........ ~.. i ~JobReference~ 8.00 3 ~ LOADI.~(p~f) ] SPACING 2-C-0 TCLL 20.0 Plates Increase 1.15 TC 0.10 TCDL 10.0 Lumber Increase 1.15 BC 0.05 BCLL 0 0 ] Rep Stress Incr YES WB BCDL 10.0 / Code IRC2000/TP 2002 (Mab'ix) LUMBER TOP CHORD 2 X 4 SPF NO.2 BOT CHORD 2 X 4 SPF No.2 Vert(LL) -0.00 2-4 >999 360 I M;I20 197/144 Hor/.(TL) -0.00 3 .~ n/a [ L ?LL_2- o. o BRJ~.ClNG TOP CHORD Shealflad or 2.4-8 oc puitJns. BOT CHORD Rigk~ ceiling direc~y applied or 10-o-0 oc bracing Max U plift3=-35(Ioad case 5), 2=-68(Ioad case 5) Max Gmv3=44(toad case 1), 2=171(toad case 1), 4=42(Ioad case 2) FORCES (lb) - Maximum Compmss~mum Tension TOP CHORD 1-2=0/33. 2-3~-48/18 BOT CHORD 2-4---O/O NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.0psf; BC DL=6.0I~SP~ CategoP/It; ~ C; enclosed; MWFRS gable end zone; ~antilever reft right exponed; end ~.al k~ft and right exposed; Lumber DOL=l.33 plate gep DO71,33. . 3)Refert°oirde~s)f°rtmss~tmssc°neecfi°P's' ' .... iff t' ' t2~ 4)Pr~viderm~aanica~c~nnecti~n(by~thers)~ft~usst~beadrIgp~atecepep~e~fwit~1st~nd~ng35~bup~iftat~nt3~nd68~bup~ a join April 25,20_0_5_ E, IN. 46158 4 SPACING 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 Stad CSt DEFL in (kx:) /deft Lid PraTES GRIP TC 0,32 ve~t(LL) ,,0.02 5-6 >999 360 MIl20 t971144 BC 0,24 Vert(TL) -0.06 5-6 >999 240 WI~ 0.12 Hor'z(TL) 0,01 5 nla n/a (Mab~) Wind(LL) 0.01 6 >999 240 V~ight: 3t lb BRACING FORCES Ob)- Maximum C°mpmssi°n/Maximum Tension WEBS hlOTES 1 ) V~md: ASCE re loads* LOAD CASE(S) Standard Jlt60405 BCLL 0.0 R~ S~ I~ YES BCDL Left 2 X4 SPF ~ud No, ]r?qO041 STATE OF / ,~ ~' TCLL 20.0 240 'T~ri, ,,q0 Lumbeflnr4'ease 1~; [ BC 0.14 { (/~t~L) ~,02 6-7 >999 0 R Stresslnc~ NO ~ 0. (T) . { . BCLL 0., ~-~q) =~,~nnnrrp ?nn~ ,Matrix, I ~er~(LL 0.01 7 >999 240 ; V~d: 29 lb TOP CHORD Sheathed or 6-0-0 oc pudins, except end vert~als. TOP CHORD 2 X 4 SPE No~ BOT CHORD 2 X6 SPF No.2 BOT CHORD Rigid ceaing direcily epplied or 10-0-0 oc braclbg. WEBS 2 X 4 SPF Stud TOP CHORD 5-9=-7111.5-6---89156 4 ASCE 7-98; 90mph; h=25t~ TCDL=6.OPSf; BCDL=6.Opsf; Categ°~/11; E~ C; enc133°~.; MWFRS gab~ encl z°ne' canblever ~ and ~ t "ght OibdOWtla~td251bupat 2-6-t2, ~dO~2 ~bup 8) n~LO~SE( )~ P~ u~(~ C°n~L~s~b) 4 16B 9 16B 1~1 B V~3~(B)7~I(B)8~B) = ( ) = ( ) ( ) ScaJe = 1:16.5 10 4x4 Mil20 SPACING 2-0-0 -~ CSI Plates Inc;ease 1,15 TC 0.37 Lumber Increase 1.15 BC 0~12 LUMBER DEFL in (loc) I/deft UrJ PLA~IES GRIP VeH~I~L) -0~01 5-6 >999 240 I'lor'-CTL) 0.00 $ n/a n/a V~(LL) 0.00 6 >999 240 ~ght~ 29 lb FORCES (lb) - Ma~mum Compmsslor~Ma~mum Tens~n TOP CHORD 1-2--0/36, 2-3=-243/25. 3-7=-14/20, 7-8=-14/20, 4'8='14J20, 4~5=~126/84 BOTCHORD 2.6=-49t155~ B-9~43/t72.9-10=-43/172. 5-10=-43/172 LOAD CASE(S) Stendar~ Conc~ntreted Loads (lb) Verl~ 3--~4(F) 6=-3(F) 7=16(F) 8=16(F} 9=-1 (F) t 0=-1 (F) __ __.April 2_5~_5j LUMBER TOP CHORD 2 X 4 SPF BOT CHORD 2 X 4 SPF NO,2 VV~BS 2X4 SPF Stud WEDGE Lef~ 2 X4 SPF Stud BRACING TOP CHORD BOT CHORD GRIP ~)! 25 20Q~ 46158 TOP CHORD 2 X 4 SPF NO.2 EIOT CHORD 2 X 4 SPF NO.2 WEBS 2 X 4 SPF ~tud WEDGE Le~c 2 X 4 SPF Stud BRACING TOP CHORD Sheethed or ~0-0 oc purl~s, except e~d ~rticels. BOT CHORD Rigid ceRi~lg directly aPlflied °r 10~G'0 ac b~acing' lOAD CASE(S) Standard 6 5 DEFL in (loc) Ildefl L/d PLA'I1ES GRIP LOADING (psf} SPACING 2,6~ TCLL 20.0 Plates Increa~ 1.15 TCDL t0.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Inc~ YES BCDL 10.0 Code IRC2OOO/TPI2002 LUMBER TOP CHORD 2X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud WEDGE Lef~ 2 X 4 SPF STunt TC 0.36 8C 0.21 ~V~ 0,10 (Ma~x) Vert(LL} ,6~02 2-6 >9S9 360 Mil20 1971144 Vert(TL) -0.05 2-6 >999 240 Horz(TL) 0.00 5 n/a ~fld(LL) 0.00 6 >999 240 ~ight 52 lb FORCES (lb) - Me~num Compression/Maximum Tension TOP CHORD 1-2~)/33, 2-3=-196/57, 3~4~-37/56, 4.5=-44/26 BOT CHORD 2-6--~55/88, 5,6~53/90 ~t~~ 5) pr°vide mechanical c°nn~ (bY °thers) °f fluss t° bea~ng ptate at-s) 5' . .................. t=-int 2 A_pd125,g005 Ti14SS SPACING 2-O0 CSI 20,0 plates t~crease 1.15 TC 0.17 10.0 Lumber Increase 1.15 BC 0.12 0.0 ReP Stress incr YES W~ 0.07 10.0 Code IRC2000/TPE002 (Ma~x) TOP CHORD 2 X 4 SPF No~ BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud WEDGE Left: 2 X 4 SPF Stud Ved(LL) -0.00 2-6 >999 360 Vert(TL) -6.01 2-6 >999 240 Ho~(TL) 0.00 5 n/a TOP CHORD Sheathed or 6-0-60C pudJns~ except end verticals. _ . Ap~L25_~2~5 I TCLL 20.0 [ Plates b,~cease 1.15 TC 0.20 I Ve~t(LL) -0.01 2-4 >999 360 I TCDL 10.0 i Lumberlnccease t.15 ~ BC 0.15 i Veff~TL) *0~03 2-4 >9~9 240 SCLL 0~0 Rep Stress Incr YES BCDL 10.~ I Code IRC2000/TP,2OO2 I_._ (~ ~. Wi__nd(LL) 0.00 2 **** 240 ~ht 16 lb WEDGE ~A~pd125,2_005 3x6 MIEO Plate Om~ts BCLL 0.0 Rep S~ess I,c~ YES_ ..Y~._.~.~.uu ~i~T~{'L"L/) 0'~ 2 *'~* 240 'v~ight: t 6 lb BCDL 10.0 Code IRC2OOO/TPI2OOZ ~^SC; ? ~ ~m=h. h--'25f~ TCDL=60psf' BCDL=6 ~ Category ~1' ~ C' eltclosed; MWFRS ga~ie el~(~ Zone: canffiever h~t alld LOAD CASE(S) Standard 199004]5 .... 6,2(X)sMar 52~05MFi'e~lbdustdes. lbc~ MonAp~2514:45:282005 Pag~l SPACING pJates {nc~ase 1.15 TC 0.18 TCDL 100 / Lumber Increase 1.15 BC 0.18 BCLL 0.0 I Rep Stress Inc~ YES ~ 0.00 { Ve~(LL) -0,01 24 >999 360 I MIl20 97 44 I V~nd(LL) 0.00 2 240 I Weight I LUMBER TOP CHORD 2 X4 SPF NO.2 nOT CHORD 2 X 4 SPF No.2 W~BS 2 X 4 SPF Stud WEDGE Left: 2 X 6 SPF No.2 FORCES (lb) - Maximum Compression/Maximum TenS~n TOP CHORD 1.2=0/34, 2.3=-109/82, 3.4=-95/84 BOT CHORD 2~4~-29144 NO1ES II; MWFRS garde end zone; canfl~ver left ~ght e~; end veJd~Cal left ~ right exposed; Lumber.DOL=t .33 ~ gnp u...~..~l.~ ._~_. Ii loads 2) Th= ~ms ha? ~ . ps. . - ..... 3) Bea~ng at ~lbt(s) 4 considem parellbt to gra~ ~m~ue usl~l ANSLrTPI 1 ang{e to gram formula. Build~ de~dner should verify cepac~ 4) Provide mechanical co~nec~on (by othees) of tress to beadng plate at joint(s) 4. . . . 5) provide mechanical connec~ (by othms) of buss ~ beadng plata capable of withstendi~g 70 lb upt~ at joint 2 a~162 tb up~ift at jofnt LOAD CASE(S) Standam TTn~s Scale = 1:99.2 &O0 ~12 TCLL ~ 0 ~ n~ 145 ~ TC 0.6g V~LL) -0.52 1~15 >~ 3~ 4.15 2 X4 SPF No.2. 7.13 2 X 4 SPF No.2. ~14 2 X 4 SPF No.2 2-16 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 2-2-1 oc pupils. BOT CHORD Rig d ceiling direcliy appiied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-13. 9-13 GRIP 1971144 BOTCHORD 19141'015:~12~107/5g~1 13'14='532/2205'12'13='20111726 19-16='1755/4868 - 6-t - 13 NOTES 2 ~nd ASCE7J38;90mph;h=25ft;TCDL=6,0psf BCDL=6'0n~.' ~__~.P~II' ~P~.e .m3~°~se~' ~vvr~o~= ...... ~ ~ ~ STATEOF /,~'~ Truss h ~ 6.200sMut 5200~MiTeklndus~,lnc. M~qApr25 14:45:292~05 Pege~l 21-4-4 7 ~.~,Y): [2L6-.~lO:9-9"l~D4:6-3-8.6-2'0] SPACING 2-0-0 TCLL 20.0 Plates InCrease 1.15 TCDL 10~0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code tRC2000/TPI20O2 LUMBER BRACING TOP CHORD 2 X4 SPF 2100F 1.8E TOP CHORD Sheatfled or 2-2-1 oc purSn~ BOT CHORD 2 X 6 SPF 1650F 1.4E *Except' 1 9"12 2 X 6 SPF. No.2 WEBS 2 X 4 SpF Stud ' Except* 4.15 2 X 4 SPF No.2, 7.13 2 X 4 SPF No.2, 4-14 2 X4 SPF NO,2 2-162X4SPF 1650F t.5E Mll2OH 148/t08 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc 0/acing. WEBS I Row at midpt 4-14.6-13 9-13 FORCES (lb)- Maximum Compmssion/Max~num Tension - 1 /3 TOP CHORD 1-2=0/38, 2~3~503311445, 3-4=-7616/2082, 45=-2810/579 5~6~2746/613 6-7=-1655/385 7-8=-16361423.8-9-- 660 8~;, 9"10='2221/354 0 BOTCHORD 14.15=.1807/5971 13.14=.532/2285 12.13~_201/t726 11.12=.201/1726 19"11=.2011t726,16.17=534/38 , NOTES - fighteX~ end vert~ I~t and ~ght exposed; Lumber DOL=I.33 P~id glip DOL=1,33- . 3) This truss has been designed for a 10.0 psf bolero chord live load nonconcurmnt with any olhe~ live 4) AIl plates are MT20 plates unless olhenvis~ in?~ated.. ......................... .... A~25 2005 $2 REACTIONS (tb/size) 12=1444/Mechanical, 2o=1515/0-5-8 Max Uplift12---328(lsed case 4), 20~-238(Ioe(I case 5) FORCES (ii:)) - Maximum Corrlpres~t~/_M_~xi:m.~.~=Tce~n ...... c~m19~ .D6=-3135/652 ~'7~'2006/416, 7-8~-141~298. 8-9=-141'7~96~ BOT CHORD 19.20=595/437,1~_19=.1651/4785 17.18=-166115926,16-17=551/2567, 15-16='446/1592,14-15='440/1592' 5)~I~ res MI~ ~ates - 7) fJee ng ! t() 8) provide mecha~isel co~nec~on (by others) or tress t~ ~eanng ~ "~ .............. LOAD CA~E(S) S~andard LUMBER · TOP CHORD 2 X 4 SPF No.2 Except" 1-5 2 X 4 SPF 1650F 1,5E DOTCHORD 2X6SPF165~F1,4E *Ex~ 11~132X6SPF No2 . WEBS 2 X 4 SPF Stud ~ 3-16 2 X 4 SPF No.2, 4-16 2 X 4 SPF NO.2, 4-15 2 X 4 SPF No.2 2.18 2 X 4 SPF No.2. 2-17 2 X 4 SPF No 2 BRACING TOP CHORD Sheathed. ~t end vemcats, BOT CHORD Rigid ceiling direclly applied or 2-2~0 oc bracing. VVEBS 1 Row aA midpt 10-1 ~. ~-14, 7-12, 9-11 2 ROWS at 1/3 pis 4-15 bce I~ I TCLL 20_0 ~ Plates ~e 1.15 ~ TC 0.95 ~ Ve~LL) ~.531~16 811 3~ ~BCDL 10.0 ~ C~ IRC2._ ~2~2 [ (M.. ~ ~ ~n?~L) 0.55 t_~16._ >781 240 t1-13 2 X6 SPF NO.2 ~16 2 X 4 SPF NO.2, 2-18 2 X 4 SPF NO~, 2-17 2 X 4 SPF NO.2 MII20H 143/108 TOP CHORD Sheathed or 1-7-8 oc pedins, except en~ ver~cals FORCES (~b) - Maximum C~mp~mum Tension TOP CHORD 1-2=0/38. 2-3=-4975~1088. 3-4=-7523/1562.4-5---3149/395. 5~6~-3010/621.6-7=-2663/564.7-8=~t8371403.8-9=-1837/403. WEBS 3~t7~951/255. 3-16=-443/2258~ 4-16=-720/3180. 4-15---.3428/945.6-15='21011233, 6-14=-228/320. 7-14---46~33. 7-12---981/230. 9-12=-12/720.9-11~21191459. 2~17~76~13978 2) Vl,rmcl: ASCE 7-98; 90m~h; h=25ft: T.CDL=6.0p~f; BCDL~6.0psf; Ca_ ~t~g?'/II; ~.~ C; ~,~o~ed; MWFRS gable end zone. right exposed; end vertical le~t and nght expesedi. Lumber DOL=1.33 plate gnp DOL=1.33. 3) Pcovide adequate drmnege to prevent water pofldmg. . ........ 4) 333is tn~SS has bea~ designed f~'a 10.0 psf bolto~ chord live thud no,c~lc~rrellt ~ any o=~r Itv~ Ioa~s. 5) AIl plates am I~0 plates un!ess othen~ise indicated. 6) Refer to g~rder(s) for t~ass to tress ~onnec~on~. . ..................... ?) Bearing at ~t(s) 18 co~sldem paediel to grain value using ANSl/TPI 1 angle to gram ~u~. ~l~ng ~e$~ner sr~o~m ve~rr~ capably ~a ~ bea~ng sun~=e. . ....... LOAD CASE(S) Standad April 25,2005 CARTER - LEE BUILDING COMPONENTS. MOORES~qLLE · IN, 46158 6.200S Mai' 52005 MITe~lrMusl~es, lr~c~ MonAp~25 14:45:3t 2005 Page1 22 23 ~5 24 25 14 ~3 26 27 28 t2 29 30 31 TC~ 20 ~ ~ R~ In~ 1,1~ ~ TC 0,83 Ve~LL) -0.50 1~17 >860 ~ MIl20 ~97/1~ BC[L 0.0 [ Rep ~ In~ NO ~ ~ 0~94 ~ HOWL) 0.~ 11 ~a ~ SG1 F TRUSS CARTER ~ LEE BUILDING COMPONENTS, MOORESVILLE , tN. 46158 NOTES 18-4-4. 1171bdow~ and 731b up at 20-4*4 1171b downand73 bupat 22-4-4.117 bdown and 731bupat 24~¢-4,1171b down and 731b upet 26-4 Regulag 15, Plate Incmase=l.15 1160405 T1 t-oo TCLL 20.0 TCDL 10.0 BCLL 0.0 Rep Stress In~ YES BCDL lO.(] Code tRC2000/TPI2002 2X4SPF No,2 SPF Stud TC 0.40 Vert{gL) -0.04 2-6 >999 360 BC 0.36 Vert(TL) "6.10 2-6 >9S9 240 (Matrix) Wind(LL) 0.04 2-6 >999 240 BOT CHORD R~gi¢ ceding dirac~y applied or 10-6"6 oc bra=ng, ~EACTIONS Ob/size) 2=560/o-3-6, 4=560R-3-6 Max He~z 2~-136(Ioad case 3) Max Uplift2-~124(Ioad case 5), 4=~124(ioed case 6) 6 LOABING(p~t) SPACING 2..0,.0 I GEl I DEFL m (loc) >g~dge~9 L/d TCLL 200 I F~ates ~ase 1 15 TC 0~48 ] vert(LL) -0,18 2-16 9 9 360 I EC 0.75 I Ve~q'L) -051 2-16 >854 240 TCDL Lumber Increase 1A5 BCLL 0~0 Rep Stress n{~ YES WB 0,57 I Horz(TL) 0.12 10 n;~ n/~ GRACING LUMBER 5-14 2 X 4 SPF NO.2, 6-14 2 X 4 SPF No-2. ?-14 2 X4 SPF No.2 PLATES GRIP MIt20 1971144 We~]ht 163 lb TOP CHORD $heatfH~ or 3-4-13 oc puSins. . EOT CHORD Rigid ceiling dimClt y ap~iad or 9~-4 oc bra=no. WEBS I Rowatmidpt 5-14 7-14 ~i ~Por~.Vide mechanP=a con~ec~o~ (by others) of b,Jss to beaF~no mm ca~able of wahsandmo 256 m up~ at ~nt :2 and 256 iD u~ at join; LOAD CA~E(S) Standant .................... CARTER - LEE BUtLDING COMPONENIS, MOORESVILLE, IN, 46158 ~:~00 s Mar 5 2005 M~Tek Imtust~es. Inc~ Mort A~ 25 14:45:32 2005 Page Max U p~if~ =-202(Io~d case 5), 9=-257(1oa~ case 6) right exposed; end veflica! la~t end ~ght so.oo ~2 LOA01NG(ps;) SPACING 2-0-0 t. in (loci I/deft I Jcl PLATES GRIP P~ates Increase 1.15 TC 0.25 ! Vert(LL) -0.01 2-6 >999 360 MIl20 1971144 Lumberlncrease 1.15 BC 0.20 i Vert(TL) ~.02 2-6 >999 240 Rep Stm~s Incr YES VVB 0.08 i HO~'z(TL) 0.00 4 n/a fda Code IRC20OO/TPI2002 i (Mat~x) i V~nd(LL) 0.00 6 >999 240 BRACING TOP CHORD Sheab~ed or ~ oc pudins. BOT CHORD LUMBER TOP CHORD 2X4 SPFNo.2 nOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud WEDGE Left: 2 X 4 SPF Stud. Right: 2 X 4 SPF Stud Rigid caJlh~g direc~y ap~ied or 1{~) =c b~e=ng. REACTI(~IS (Ib/si~e) 2=390/0-3.6 4=390/0-3.6 Max Hmz2---llS(load case 3) Max UplR2~-95{tuad casa 5). 4=~gs(Ioaci case 6) 1)Unbe~ancedro~liveloadsha~ebeencon~forthisdeslgn. . ~ ~/~ F right exposed; end re,cai ~ft and ~ght exposed; Lumber DOL=I ~33 prate g~ DOL=1.33. CARTER - LEE BUILDING COMPONENTS. MOORESVILLE , IN, 46158 [ BCLL 0.0 R~ ~ In~ ~S J ~ 0,71 ~ H~(TL) 0.01 6 ~a ~a ~ ......... I~ NOTES 3) ~ tnlss has bee~ deslgrled for a 10.0 psf botl:o~ chord I~/e Ioe~d noncx~ilcudrn~l'~ with ~ ~1~ ~,. . . ,,~.dJ252005 8PACING 2~-0 in (loc) f]defl L/¢ PLATES GRIP 20.0 Plates t~ 1.15 TC 0.22 ,0.02 6 >999 360 MI[20 t 971144 10.0 Lumberlnc~ase t.15 BC 0.24 ,0.04 6-7 >999 240 BCLL 0.0 Rep Stress Incr YES VVB 0,26 Horz(TL) -0.01 5 n/a n/a BCDL 10.0 Code IRC2000FFPI2002 (Matrix) W~nd(LL) 0.03 6 >9gs 240 Weight: 39 lb TOP CHORD 2 X 4 SPF No.?. ~X4 SPF Stud TOPCHORD S~ or6-~O ocpurfins, except en~ verticals. BOT CHORD Rigid ceiling direcliy applied er 8-11-9 oc bracing. ) 2-7----363/213. 1-2=0/38.2-3=-728/258, 3--4=--80/41, 4.5---99/68 BOT CHORD 6~7~307/83, 5-6=~28~77 ~ 2~-971586. 3-6=-83/95, 3-5~582/378 MOTES 1 ) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.0p~f; BCDL=6.0PS~. Categ~/II; ~1~ C; e~; MWFRS gable end zone: cantilever left an~/~ ~ightexposed;endvedicaHe~tandrighte~os~d;Lumber.DOL~l.331flategnpDO~=1-33, , ~ ~ ~ ?~ ~?~, LOADC. ASE{$)Standan~ CARTER - LEE BUILDING CO~NENTS. MOORE~U.E , IN. 46158 t8214031 Scale = 1:64.8 3 4x12 Mil20 13 6 7 SPACING 24~0 CSI DE, FL In (loc) I/de~ L/d PLATES Plates Increase 1,15 TC 0 26 Vert(LL) -0.02 t2-13 >999 360 MIl20 TCDL 10.0 Lumb~r ncrease 1 15 BC 027 Vert(TL) -0,06 12-13 >999 240 BOLL 0,0 Rep Sl~ess Incr YES ~ 0,29 Horz(TL) 0.03 8 BCDL 10.0 CodeIRC2000/TPI2002 (Matrix) Wind(LL) 0.02 2-13 >999 240 Weigh~1071b LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6.-0-0 oc puitins SOT CHORD 2 X 4 SPF NO.2 WEBS 2 X 4 SPF Stud SLIDER Left 2 X 6 SPF No.2 3-6-11, Right 2 X 6 SPF No.2 3-6-t I GRIP SOT CHORD Rigid ceil~lg directly applied Or t 0~0~0 oc bracing~ HOTES 1); 2) W'md: ASCE 7~8; 90mph; h=25fl; T ~ASF.($) Standm LOAOING(ps~ I ;'-'" O~ in (Am) ~clefl L/d PLATES TeLL 20.0 I PtataS Inc.'ease 1,15 I TC 0.24 I Vert(LL) n/a - n/a 999 TCDL 10~0 I Lumber Increase 1.15 I BC 0.19 I Vert(TL) n/a - nhl 999 BCLL 0,0 I Rep Stress Incr YES I ~ 0.07 I Horz(TL) 0.00 3 rde n/a SCDL 10.0 I Code IRC2000/TPI2002 I (Matrix) ! ¥~ighl: 28 lb LUMBER BRACING TOP CHORD 2 X4 SPF NO.2 TOP CHORD Sheathed or 6-~0 oc purlins. SOT CHORD 2 X 4 SPF No.2 OTHERS 2 X 4 SPF Stud GRIP Max Upfi~l=~35(Ioad case 5). 3---46(load case 6), 4=~5(lead case 5) Mex Grav1=177(load cas~7), 3=177(Ioad case 8), 4=397(Ioad case 1) 1 ) Unbalancnd m~ live lends have been considernd far this clesign. ~* /,~, 2)W~d;ASCE7.98 90mph;h_-25fl; TCDL=6.0p~;BCDL=~L0psf; Categoryll; .E~.C;e~dosed; MW~cRSgabieendzone;~and rightexposed;endv~k~ftand~ight~;Lumber. DOL=l.33platagnpDO?l.33. . ~,% ~F ¥ ~' LOAD CA~E(5) Standard _._ ~E.n~'! 25 2005 A CARTER - LEE BUILDING ~V~ONENTS. ~{~E. IN. 46158 TCDL 100 Lumber Increase 1,15 BC 0,08 I vert(TL) n~a ~ a BCLL 0.0 Rep Stress ncr YES ~ 0.03 I HOr4(TL) 0.00 3 n/a n/ [ BOT CHORD 2X4SPF No2 BOT CHORD Rigid ceiling dimclly applied or 10-0-o oc bracing. Max HOrz 1=~56(1~d case 3) NOTES '~ 1) Unbatanc:ed roof live loads have been considered for this design. -- .-- n~ LOAD CASE(S) Standard ......... April~25 2005 CARTER - LEE BUILDING COMPONENTS. MOORESVILLE . IN. 46158 Plates Increase 1.15 I TC 0 00 Ve~'(LL) rt/a - ~n/a 999 MU20 t 97/144 TCDL 10.0 Lur~ Increase 1.15 BC 0.01 Vert(TL) n/a - ~a 999 BCLL 0~0 Rep Slmss Incr YES I WB 0.00 I Horz(l'L) 0~00 3 n/a fda BCDL 10.0 C(~le IRC2000/TPI2002 · (Mat~fix) I _ INe~ght: 5 lb BOT CHORD 2 X4 SPF No.2 BOT CHORD R~gid ceillng directly applied or 10.-0-0 oc bracing. 5, provide mechanical connec~ (by othsrs, of truss to bearlltg plate capable ~f wil~,.s~nding 4 ti i:~ :[ ~t 1 and 4 ~t t joint 3 ........... A ~125 2005 5.200 s Mar 5 2005 Mt~ek tcaust;ie5. Inc. Mort Apr 25 14~45:35 2005 Pa~e~ 1 SPACING 2-0-0 $1 (loc) ~ IJd PLATES GEIP Plates ncrease I 15 I TC 0,39 ] Ve~(LL) n/a - n/a 999 MIl20 1971144 Lumber no, ease 1.15 I BC 0.25 ] Ver'~TL) nbs - n/e 999 Rep S'~ass tncr YES ] ~ 0.30 BCDL 10.0 Code IRC2000/TPI2002 i (Mat~x) .. LIJMBEE BRACING TOPCHORD 2X4SPFNo.2 TOPCHORD Sheathador6-o4)ocpurlins, excep~er~verlicals. BOT CHORD 2X4 SPF No.2 BOT CHORD Rigid ceiling direcay epl~ied or 104~0 oc brac~g, WEBS 2 X 4 SPF Stol OTHERS 2 X 4 SPF Stud REAC'i1ON$ (lb/size) 1=153/9-9-13.5---38/9-9-13.6=204/9-9-13. 7=422/99-13 &~lx Horz I=34 l(Ioacl case 4) Max U~iftl =-45(load case 3), 5=-59(Ioad case 2). 6-~65(~oad case 5), 7=-238(Ioaci case 5) ~ Gravl=180~oad case 4), 5=55(10ad case 5), 6=204(Ioacl case 1 ). 7=422(Ioad case 1) FORCES (lb) - Me,mum Compression/Meximum TenSiOn TOP CHORD 1-2~96/170.2-3~-140/13~t. 3-4=-150/182, 4-5=~160/1111 BOT CHORD 1.7=-75/95, 6-7=-75/95, 5-6=-75/95 NOTES E ~UILDING COMPONENTS. MOORESVIL[E . IN. 4615~ SPACING 2-OO Plates Increase %15 TC 0.42 Code IRC2OOO/TPI2002 (Ma~ix) X4 SPF N02 BOT CHORD 2 X 4 SPF No.2 WE~S 2X4SPFStud OTHERS 2X4SPFStU~ I Vert(TL) n~a ~ ma 999 L. ::(~TL)0.00___~ n/a n/a ',"~ight:361b REACTIONS (lb/size) 1=86~-2-10, 5=-24/8-2-10 6=200/8-2-10. 7=351/8-2-10 Max HO~Z 1;278(Ioad case 4) Max Uplilt1---55(Ioad case 3), 5=-92(Ioad case 3), 6=-92(I0ad case 4), 7=-215(load case 5) Max Gray1 =162(Ioad case 4), 5=27(Ioad case 4), 6=216(toad case 2), 7=351 (ioe~ case 1 ) i0 Up~R at joint 5. 92 lb E Sca~e = 1:33.3 I TCLL 20.0 I Plates Increase t .15 I TC 0,24 I TCDL 10~0 I Lurnberlncmase 1.15 I BC 0.11 I I~CLL 0.0 I Rep Stress Incr YES I WB 0,09 BCDL 10.0 ~ 1 .R_~2000/TPI20~. ~, I (~Mat~ix) LUI~ER TOP CHORD 2 X 4~PF NO.2 BOT CHORD 2 X 4 SPF W~SS 2 X 4 SPF OTHERS 2X4 SPFStud BRACING TOP CHORD Sheathed or 6~ oc purlins, except end verticals. SOT CHORD R~gid c~iling directly applied or 10-0-00C bracing. LOAD CASE(S) Standard No,~990041b ~ Jl160405 CARTER - LEE EUILDtNG COMPONENTS. MOORESV~LLE . IN. 4615~ R~ S~ In~ YES ~ ~ 0~ ~ H~) 0,00 4 ~a ~a Max Gray1 =149(Ioe~ case I ), 5=283(toad case 2) jest at j~nt 5, Lumber DOL=1.33 p~ate grip DOL--1.33. ~ chord llve load no,concurrent with eny other live loads LOADCASE(S) StandenJ J1160405 USS Tn,ms T~e ROOF TRUSS 4x4 Mit20 LOADING pst] TCLL 20.0 LUMBER TOP CHORD 2 X 4 SPF NO.2 BOT CHORD 2X 4 SPF WEBS 2X4 SPFStud :~THERS 2X4 SPFStud SPACING 2~"0 I DEFL in (I PLAIE~ GRIP P~ates Increase 1,15 i TC 0.t0 Veff(LL) n/a * Wa 9~ / MIl20 19711~ Lum~ In~ 1,15 ~ BC 0.05 V~L) ~a - ~a 999 R~ ~ In~ YES ~ ~ 0,02 H~) 0.~ 4 c~e IRC2~Pt2002 ~ (~) TOP CHORD 1-2=-64/53. 241~22/35. 3..4~17/29 LOAD CASE(S) S/endard II . -~gq. 05'