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HomeMy WebLinkAbout05050141-Truss Info Re: J0620§05 Silvarthome - 24 Sedgwick MiTek Industries, inc, 145t 5 North Oute~' Fofiy Ddve Suite 300 Chesterfield, MO 63017~5746 Telephone 3~4/434-12~0 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: 18320170 thru 18320198 My license renewal date for the state oflndianais July 31, 2006. May 16,2005 The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss comPOnents shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Cl~apter 2. -----~Piy -- Siive~ome - 24 sedgw~ ~ [11:0-2-t2,0.1-8]~ [32:0-~-0,(~-01, [32;0.0.0,0-0-0], [35:0-0-0,0~-0], [35;0-0-0,0-0.0]. [8:04-8,Edge], 2-0-0 CSl L in (l~c) I/d~l L/d TCDL 0 0 I Y S BCLL , C~ IRC~12~2 (Ma~) ........ ~ 0.03 2-12 >9~ 240 SOT CHORD 2X4SPF ~.2. GRIP 1971144 SOT CHORD Rigid ceiling directly ap~!ed or 10-0-0 ~c bracing. NOTES 1) Wind: ASCE 7-98; 90mph; t~=25f~ TC D L=6.0ps~, BCDL=6.0ps~, CategoG' I1; Exp C; ~c?sed; MWFRS garde end zone; cant~e~r left and right exposed; end vertical left end right exposad; Lumber DOL=1,33 plate grip DOL=I.33. " LOAO CASE(S) Standard ~_2oo5j J Vm't(TL) -0.01 13 m't ';20 BOT CHORD Rigid ceiling directly applied or 10-(~-0 oc bracing. REACTIONS (lb/size) 2=141112-7-8 12=141112-7-8, 18=B4/12-7-8, 19=1051~2-7-8, 20=I05112-7-8, 21=115112-7-8, 22=56/12-7-8. Max U~=-78(k~cl case 5), 12=-37(inad case 6), t 9=-48(Ioad case 7), 20~-65(t0ed case 7), 2t=-71(Ioad case 7), 22~44(Icad case 6), 17a~-43(Icad case 8), 16~-87(inad case 8), 15~70(Ioad case 8). 14r-37(Ioed case 5) Max Grav2=192(Icad case 2), 12=192(k~d case 3), 18=122(ioad case 8) 19~1~4(Icad case 2), 20=141(10ad case 2), 21=154(Ioed case 2), 22=71(toed case 2), 17~144~ case 3), t6=141(k~d case 3}, 15=154(ioad case 3), 14=71(Ised case 3} FORCES (lb) - Maximum Compmssinn/Meidmum Tension 1) Wind: ASCE 7-8B: 90mp~; h=25ft; TCDL~S,0psf; BCOg=6.0psf; Cetegory Il; ~X~ C; enclosed; MW~RS gable end zone; cantilever left right e~; end verUcal teff and right ex~;Lumber DOE=l-33 plate gnp DOg=I,33- . End Det~"" 7) Gable requires continuous bottom chord beadng. ROOF TRUSS CAR3~R ~ LEE OUILDtNG COMPONENTS, MOORESVILLE tN. 46158 NOTES LOAD CASE(S) Standard ROOF TRUSS ARTER - LEE BUILDING COMPONENTS, MOORESVlLLE , IN. 46158 SPACIHG 2-0-0 1.15 BCLL 0.0 BCDL 10,0 TOP CHORD 2 X 4 SPF NO.2 BOT CHORD 2 X 4 SPF NO.2 OTHERS 2 X 4 SPF Stud WEDGE Left 2 X 4 SPF Stud, Right: 2 x 4 SPF Stud CAI DEFL in (loc) i/deft L/d TC 0,20 ~J.0t 13 n/r 180 BC 0,08 I Ve~t(TL) .0,01 13 rdr 120 WB 0.06 I Horz(TL) 0,00 12 n/a fda (Matrix) I Wind(LL) 0,01 13 n/r 120 PLATES GRIP Mil20 197/144 REACT'K)N$ (Ib/size~ 2=177112-3.0, 12=177/12-3-0, t7=85/12-3-0. 18=105/12-3-0.1g=t04112-3-0. 20=117/12-3-0, 16=105/12~-0. dght exposed; end veA~el left and ~ght exposed; Lumber DOL=1.33 plate gnp DOL?,33. * ~':"~ ',,~,,G A N G ? - "~'/? 6~00sApr282005M~eklndustr;es. lnC, FfiMay13 10:51:01 2005 Page1 BCLL 0.0 ~ C~ IRC2~PI2002 (~) ~n~L[} 0.00 ~ mr 1~ ~i~t 10 I~ Max Ho=2~2(lead case ~) Max UpJ~=-I 3(load case 4), 2=-96(lead case 5) Max Grav4=78(ioad case 1), 2=219(~oad case 7) 3) TCLL ASCE 7-98; Pf=20.0 psf (fiat mol snow); Ex~ ~; Fully Exp. . LOAD CASE(S) Sta;idatd J0620505 GE5 ROOF TRUSS MOORES~LLE, IN. 46158 Silverthome - 24 Sedgwick 832017~ Scale = 1:87.2 SPACING 2-0-0 Lumber Increase 1.15 BC 0.78 Code IRC2000/TPI2002 (Matdx) (4 SPF NO.2. ?-13 2 X 4 SPF NO.2 16-17 2 X 4 SPF No.2. 47-45 2 X 4 SPF NO.2 WEDGE R~gh~ 2 X 4 SPF S~md Vefl(LL) -0.15 2-15 >999 360 Mil20 Verl(TL) -0.44 245 >946 240 Horz(TL) 0.11 10 n/a n/a t/~nd(LL} 0.1010-11 >999 240 Vve~gnt:2501b BOT CHORD Rigid ce{ling dtrecay applied or 97-10 oc bracing. WEBS I ROW at midp~ 5-13.7-13 REACTIONS (lb/size) 2=1458/0~-8,10=1387~mcat Max HOlZ2=383(Ioad case 6) Max Upl~t2=-248(idad case 7), 10=-191~loaaddC~se ~8~. CARTER. LEE BUILDING COMPONENTS. MOORESVILLE IN. 4B'158 · L~ ~7-741 ...... ~ [ ~-~ Silver thorrte ~ 24 Sedgwic~ ~.32017 1920 TCLL 20 0 15 f ~ Plates Increase 1. TC 0.15 BCLL '-- Vert(LL) W~nd(LL) 0.00 23 n/r 120 ~ight: 207 lb 35~.61/259 34.35=,-61/259 33,,.34=,-61/259, 32-33---61/259, 31-32.=.61/259, 30-31-.=-61/259, 28-29---61/259 27-28=-61/259, 26-27=~61/259, 25~26=-61/259 24-~25~61/259 22-24---61/259 ~)V~nd:ASCET-98 gOmph h=25ft;TCDL=6,0psf;BCDL=6.Opsf; CetegoryU;E:xl~C;en~;MWFRSgableendzone;~r~a~ 3) TCLL: A$CE 7-98; Pi~-20,0 psf (fiat roof s~ow); Exp C; Fully Exp. 4) Onl~ .nced ~ lo~ls ha~e b~en considere~l for ~his design. .......... May GE6 ROOF TRUSS LOAD CASE(S) Standard ~t~ ' ~ SItverinome - 24 Sedgw~< 1832017~ ~1~_ 20-10-1~~ 27~-9 ~4-11-0 7 TCLL · P a~ ~ma~ 1.15 ~ TC 0.99 ~ Ve~LL) ~.40 ~14 >9~ 3~ ~ (R~S~O) [u~-- ~-~ 1 15 ~ BC 089 ~ Ve~) -1 05 1~14 >397 240 ~LL 0.0 ~ ~ IRC20~ffpI2~2 (~) ~ ~(LL) 0.37 1~14 >~g 240 TOP CHORD 2 X 4 SPF No.2 *~ TOP CH~D 2-15 2 X 4 SPF No,2. ~14 2 X 4 SPF No.2 ~14 2 X 4 SPF No.2 7~13 2 X4 SPF No.2 PLATES GRIP 1 Rowatrnidpt 6-14.6-13 6-13 Max Hor'z 16=508(load ca.~e 6) Max UplifU6=-218(Ioad case 7), 10=-197(Ioad case 7) Max Gray16=1835(Ioad case 2), 10=1506(Ioad case 3) FORCES Ob)- Maximum Compr--==sion/Maximum Tension TOP CHORD 2.16~-t817/544, 1-2--0/64, 2-3=-354~J925, 3-~-518111213~ 4-5~5029/1246, 5-6=~13g11410, 6-7=-1688/424, 9.13=-714/270. 9-11=0/275 10} Beadng et o nt(s) 16 cons~dem parallel t0 grain velue using ANSi/Tpi I angle to groin fonmul~ Builctlng deslg net sflould ~efify capaclty Con~_n_ue0 on page 2 _ -- LOAD CASE(S) Standa~i 6.200s.a~r282005MPrekindustfies. lnc. Ff~ May1310 51:03 2005 Pag~ 18-98 14.0-1 1:67,2 Plates tncrease 1.15 TC 0.45 ~ Ve~LL) nla - ~ 999 ~17 2 X 4 SPF NO.2 REACTIONS (Ib/si~e) 19=13/16-9-8.17=168/16-9-8, 18=111116-9-8, 16=159/16~9-8,15~157t16-9-8,14=177/16-~8, t3=89/16-9-9, FORCES (lb)- Maximum Ce~npression/Maximum TenS~n - - ---'t-8 TOP CHORD 1-19=145/196, 1-2=-140/191.2~3~103/160, 3.4~t20t175, 4~5=-169/t89..5-6=.212/192.6~7~259/200, 7-8~z~ e , LOAD CASE{S) Sta~a~d ~ .... CS, DEFL in [ BCDL ~0,0 ~ ~ Max Horz20=168(Ioad case 6) 6)Thistmsshesbee~igm~lf~ralO.Ol:~fbottomcho~dliwloadnonc~ncurrenty,~hanyo~erl~s, ~ ~ ~ ~ e ~ 10) Provide l~chanical conn~:~3~ (by o~rs) of truss to beadng plate capa~ ~ ~anding 83 lb u~ at ~lnt 20, 50 ~ u~ ~ ~nt 2, //~ 2 LOADI 2-0-0 CSi DF'FL TCLL__ .2~0LI' Pflates ncrease 1.15 TC 0.56 Vett(LL) (Roof~now=2u.u) Lumber ncrease t.15 SC 0.59 Ve~t(TL) TCDL 10 0 Horz(TL) 0'0 Rep Stress Incr NO ~ 0.79 .i~[. Code IRC2000/TPI2002BC LL / Vland(LL) 6CDL (Matdx) -0.12 4-5 >999 240 LUMBER BRACING TOP CHORD 2 X 4 SPF NO.2 TOP CHORD SOT CHORD 2X6 SYP 2400F 2.0E BOT CHORD WEBS 2X4 SPF Stud Sheathed or 4~-15 oc put;ins. Rigid ceiting direcl~y applied or 10-00 oc bracing, REACTIONS (Ib/s~ze t~5534/~, 3=502(~ Max Horn 1=1690oad case 6) Max UplifU =~-~14(toad case 7) 3r-732(toed case 8) Max Gray l=5596(toap case 2), 3=5081(ioed case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2---5499/825. 2.8---5360/803 BOT CHORD 1.8~.874/4029. 6~7=~57,f/4029.7-8---574/4029. 5.0=-574/4029. 5-9=-382t2726.9-10=-382/2726.4-10---382/2726, NOTES 2) Alt io~ds an ~ edua~y applied to all plies, except if noted as front (F) or ~ (B) ~f~in~ the LOAD CASE(S) sec~on. Ply to ply conP. ectiorls have been prov~ed to disbib[ate ordy ioeds _~t°_ted ?s_(~) °r ($~ u_~l~ _~_ _,__r~.~.t~R~'.abie etld zone. cafffilever left ara:i right exposed: eacl vedical left and right exposed; Lumber DOL=1.33 plate gnp DOL=l.33. >~ _~. ,=: ~'~ 4) TCLL: ASCE 7-95; Pf=20.O psf (fiat roof snow); Exp ~; FulI~ Exp. .a~ 5) Unbalancad snow ioeds have been cansidered for thru de.In. . . ~ 6) This truss has been dealgned for a 10.0 Psf bottom chord I~ve toad nor~oncu .r[~.~ with any o~ler bye ~dsL ....... ~ ~' 8~Hanger~s~oralherc~nn~alio~dewca(s~sh~i~bepro~dedsu~cienttosupp~tcancantratedi~(s)1364~bd~-n~an~2~9~b~up. at 0.8?2? e design/~ectJon of s~cfl connection devJce(s) is the msponsibillty of ~. ~ ~:~ % ,i ,V~I~ ~ I; LOAD CASE(S) Standard Ma~L16 20O5 .~ Tm~-- T~mss Type J0620505 I GRD1 ROOF 'I~USS CARTER - LEE ~UILDtNG C~MPONENTS. MOORES~lLLE. SN. 46158 LOAD CASE(S) Standa~ci 1) Snow: Lumber Increase=l .~5. Plate Increase=l.15 Un~form Loads vert: 6=-1364(B)7=-1367(B)8=-1367(a)9,~-1367(B) 10=-1367(B) 11=-t367(B) 12~1367(B) CDL 3 SPACING 2'0-0 C81 DEFL in (loc) I/deft L/d PLATES GRIP Plates {n(~e 1.15 TC 0,52 Vert(LL) .0.07 1-4 >99g 360 MIl20 1971t44 Lumberlnc;ease 1.15 BC 0.79 Ve~TL) -0.16 1.4 >815 240 Rep S~ss tl'~r NO ~ 0,61 HO~z(TL) 0.02 3 n~ n/a Code IRC2000/TPI2002 (Matrix) WIOd(LL) 0.06 1.4 >~99 240 V~ht: 106 lb 5) ,.ase 7). 3=,600(~oad case 8) Max Gravl=5319(Ioad case 2), 3=4071 (Ioaci case 3) -0----448/3136 BOT CHORD 5)Unbamcodsnowloadsh~vl, beenoonsldemdfor~sd~!gn. . . -.~" '~?. ............. '~/~ ~- _May 16.2 ~00_5.~ LOAD CASE(S) ~a~ard Un~ L~ds (p~ Ve~ 1~149~B) 4~1~(B) 5~13~(B) 6~B) 7~13~(B) 8~1~(B) CARTER * LEE BUILDING COMPONENTS. MOORE~;VlLLE . tN. 46158 ....... ~ I~'~'-~Silve~e "24 Sedgwick ~320181 SPACNG 24-0 ] C$1 in (lOc) I/dell Ud ~ PLATES GRIP TCLL 20.0 PIares ncrease 1 15 ] TC 0.80 I Ve~LL) -0.11 8-10 >999 360 ~ MIl20 197/144 (RoofSnow~20.0) Lumber nc~ase 1115 aC 0,37 I Ved~TL) -0.31 8-10 >841 240 TCDL 10.0 Rep stress Incr NO WB 0,80 I Horz(Tl:) 0.05 6 P./a rea BCLL 0.0 Co~e RC2000/TPI2002 (Matrix) _ LV~ight 484 lb BCDL 10.0 ~ " [ L~MBE~- - --- - BRACING TOP CHORD 2Z4 SPF No.2 TOP CHORD Sheatl!ed or 4-11-13 OC purlins. BOT CHORD 2 X ~10 SYP 2400F 1.8E BOT CHORD Rig~ ceiling directly applied or t 0-0-0 ~c brazil. WEBS 2 X 4 SPF Stud 4-10 2 X 4 SPF 1650F 1 WEDGE Right: 2 X 4 SPF Stud SLIDER Left 2 X $ SPF No2 3-2-5 FORCES (lb)- Maximum Compression/Me,mum TeP. s~on ~OTES only loads noted as (F) or(B), unleSS othelw;se tndicete~ ; Cet~gory il; Exp C; enclosed; MWFRS gable end zone: ~er left and ,5, 6, ?, 8 has/have been modified. BuildlP. g designer must revtew loads to ~mrifY that they am ~ ~ ~ J0620505 EE BUILDING COMPONENTS. MOORESVlLLE. N 46158 Uniform Leads 5) MWFRS V~nd Lelt: Lumber Increase=l.33, Plate ncrease=t .33 Un~ L~s (~ Un~ Loa~ (~ Velt 'l,.4=12 4.-6=30, 6-7=46, ~-6=--1087(F=-t075) Hcrz~ 1-4~24 4~S=42.6-7=58 TreSs Type LEE BUIL[~NG~NENTS. MOORE SVtL~ lNG 2-0-0 I CSI / DEFL in (loc) Fde~ L/d TCLL 20,0 I ~ Increase 1.15 ] TC 0.93 ] Vert(LL) -5,03 1-5 >999 360 !(_R_o~_~Snow=20.0) Lumberlncmase 1~t5 BC 0.99 ~ Ve~TL) -0.05 1-5 >999 240 i T_~p,L 1~0.~0 Rep S~ess Incr NO W8 0.07 LUMBER BRACING TOP CHORD Sheathed Or 6~*0 oc purlins TOP CHORD 2 X 4- SPF Ho~2 I~OT CHORD 2 X 6 SPF No~2 WEBS 2 X 4 SPF Stud WEDGE Left: 2X8 SYP No, l, Right: 2X4 SPF 8tu~ pLATE5 GRIP Weight: 91 lb BOT CHORD Rigid ceiling 0irectly applied or 10,O-0 oc bre~ng. 2) AIl Io~ls are ¢onskiemd equ?.JJy appJ?~J,to all phes, except if noted as fn3nt (F) or ba? (B),fa~ ~ 0~ L, OAD CASE{S) secti°n- 3) Wind: ASCE 7-98: 90mph; h=25fl; TCDL=6.01~f; BCDL~6.0ps~ Category II; E~ C, eT, MWFR~ gat:le eno zone, 4) TOLL ASCE 7-98; Pr=20.0 Psf (flat roof snow); ExpC iy ~xp. 6) This ~n~ss has been designed for greater of mm roof bye load =f 16.0 psf or 2,00 ~Jmes flat roof I~d = 20,u P~ ~ o~ang non-concurmr4',~lh offer I~ loads. . c,....,, _C..o~nu~ ~J~g~A~ .... -- LOAD CASE(8) Ster~tard ) Snow: Lumber Increase~1.15, P~ n~1.15 Un~ L~s (~ V~ 2~0, 1.3=-20 18320183 I~.~"~'~ ~ ~ Lum~er~se 115 I BC 024 ~ Ve~TL) ~07 2~ >78S 240 ~ LOAD CASE(S) S~andard ~C~AR~8 U1L~F~ OMPO N E N TS. MOOREENILLE, iN. 401~B scale= 1:107.1 LOADING (psf) SPACING TCLL 20.0 Plates Increase 1.15 TC 0.gg ~ VerKLL) ~0.40 13-14 >999 360 MIl20 1971144 ~ Ved~rL) -I.0S 13-t4 >397 240 ~ Horz(TL) 0.69 t0 ~_.__ ~nd(LL) 0.37 13-14 >999 240 REAC~ONS (Ib/s~ze) 16=1455/0~J~8. 10=1384/MechaniCal Max Horz 16=508(Ioad case 6) FOECES (lb) - Ma~dmum Compmssior~Maximum Tension TOP CHORD 2.t6~-18171544,1-2=0~4. 2-3--~3542/925. 3-4---5181/1213, 4-5=-5029/1246. 5-6=-5139/1410, 6~7~-168B/424. NOTES 1) Wind: ASCE 7-98; 90mph; h=25~ TCDL=6.01~f; BCDL=6,0pS~, Category Il; Exp C; enclosed; MWFRS Gat~e er~ zone: canblever left and 2) TCLL: ASCE 7-98; P'~20.0 ps~ (fiat ro~ snow); Exp C; Fully EX~.; L= 45-00 ',~"*: ~ . ,~,~,~.G AN % bearing sudace, , ...... ~ e =. ~ : ~ -~ __~2OQ5 OOF TRUSS ....... ~--'--~ ] Silverthome - 24 Sedgwick 18320185 6J~OOsApr 282005 MFFeklndus~les, lnc~ F~tMay13 10:51~62005 PSg~l LOADING(pst) SPACING 2-0-0 CSI 1 DEFL in (ioc) I/deft TCLL 20.0 Plata~ Increase 1.15 TC 0.99 ~ Vert(LL) *0,40 13-14 >999 (ROOfSn°w=20*0) { ved~rL) -1.05 13-14 >397 TCDL l&0 ~ Horz(TL) 0.69 10 ~/a BCLL 0.0 Rep Stress Incr YES W~ 0.80 BCDL 10,0 Code IRC2000/TPI2002 (Mat~x) ._ [ Wi_nd(LL) 0.37 13-14 >999 LUMBER * BRACING TOPCHORD 2X4SPFNO.2 Except* TOPCHORD Sheathed, exceptendvert[cals~ 4-7 2 X 4 SPF 1650F 1.SE BOT CHORD 2 X4 SPF No,2. BOT CHORD Rigid ce~ling dipectly appltad o~ 5-1"8 oc bracir~. WEBS I Row at midpt 6-14. 6-13. 9-~3 GRIP 1971144 FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD 2.16~.18171544,1~2~0~4. 2~3=-3542/925.3-4--"8181/1213, 4. -5~5029/1246. 5"8~5139/1410.67=-1688/424. 7-8=-1522/447 8-0~-1634/406. 9-10=-2275/387 BOT CHORD 15-16~"891/441, 14-15=-1242/3405 13-14---512/2193, 12-13=-242/1750, 11-t2---242/1750, 10~11=-242/1750 NOTES 1 ) Wind: ASCE 7-98; 90mph; h=25ff; TCDL=6.0psf; BCDL=6.0PSf; Category II; ~ C; enclosed: MWFRS gable end zone: cantilever IMt ana dght exposed; end radical left and fight exposed; Lumber DOL=1.33 p~ate gnp DOL=1.33. 2) TCLL; ASCE 7-96; Pf=20,O psf (fiat roof snow); Exp C; Fully Exp,; L= 45*0-0 3) Unbalanced sno~ loads have been consk~erod for this deign. lO. LON:) CASE(S) Standard - Truss~-- q Trdss T~,pe -- ~ly-- ~Jy-- -~r~ome - 24 Sedgwick ~TER * LEE BUILDING COMPONENTS. , TCLL "i0.0 ~ p~lnc~se t 15 ~ TC 0 99 ~ Ve~LL) ~,40 14-15 >999 360 (R~Sn~2~.0) ~ L~th~ 1,~5 ~ BC 0.89 ~ Ve~L) -1.05t~15 >397 240 BCLL 0~0 C~elRC2~0~PI2~2 [ (M~) ~ ~n~LL) 0.361~15 ~ 24~ 4-7 2 X4 SPF 1650F 1~5E BOTCHORD 2 X4SPF~.2 2-16 2 X 4 SPF NO,2, ~15 2 X 4 SPF No.2, ~15 2 X 4 SPF No.2 7-14 2 X 4 SPF No,2 PLA~r~$ GRIP Mfi20 1971144 Weight 157 lb BOT CHORD Rigid cellini dimc~y applied or 5-2-0 oc bracing. WEBS 1 Row at midpt 6-15, 6-14. 9-14 Max UplifflT=-220(Ioad case 7), l 0~-201 (load case 7) Max Gmv17=1835(Ioaci case 2), 10=1607(toad case 3} 7-8=-15211442, ~-9~-1631/402, 9-~ 0=-2263/381.10-11=0/~4 1) Wind: ^SCE 7-98; 90mph; h=2~41; TCDL=6.(~f; I~CDL=6.0psf; Catego~/II; Exp C; enclosed; MWFRS gable end zone, cantilever 2) TCLL: ASCE 7-98; P~-2~.0 ps~ (fiat roof snow); Exp C; Fully Exp,; L= 45-6-0 non-coricurrent wi~ other Ih~ loads. . , 5) Th s t~s$ has been desJgr~ed for a 10.0 psf bottmn chord Iwe load nonconm~ment ~ ~Y o~.~: 9) Bearing at joint(s) 17 co s ~a g 13ea~lng surface iO CARTER - LE BUILDING COMPONENTS, MOORES~LLE . IN. 46158 CSI Plates increase 1.15 TC 0~78 Lumber Incmece 1.15 BC 0,86 Rep Stress lbc~ YES WB 0.73 Code IRC2000/TPI2002 (Matrix) BCDL LUMBER TOP CHORD 2 x 4 SPF No.2 *Except' 1-4 2 X4 SPF 1650F 1~5E, 3,11 2 X 4 SPF 1650F 1 BOT CHORD 2 X 4 SPF No.2*Except* 2-16 2 X 4 SPF 1650F 1,5E WEBS 2 X 4 SPF Stud ~Excapt* 5-142 >(4 SPF N0.2.6-14 2X4 SPF No.2,7-14 2 X4 SPF No~2 Ved(LL) -0.24 15-16 >999 360 I Mil20 1971144 V~t(TL) ~0,60 15-16 >695 240 H~) 0.~ ~0 n/a ~a ~ ~nd(LL) 0.21 1~16 >~9 240 ~ ~ 158 lb BRACING TOP CHORD Sheat~e~ or 2-~!-0 ~c pudins. BOT CHORD Rigid ceiling directty apptied or 7-6-5 oc bra=ng. WtEBS 1 Row at midpt 3-15.5-14. 7-14 REACTIONS (lb/size) 2=1467/0-3-8, t0=1467/0~3-8 Max Horz 2=-374(lbad case 5) Max Uplift2---248(Iosd case 7), 10-~248(k~d case 8) Max Grav2=1674(k~d case 2), 10=16?4(load case 3) FORCES (lb)- Maximum Compmssion/Ma~mumTenslbn - - 2107/315 CARTER - LEE BUILDING COMPONENTS. MOORESVILLE . IN. 46158 Sedgw~< Job R~f~c~ ~3 7 PLATES GRIP MIl20 197/144 I~OT CHORD Rigid ceding dfrec~y applied or 104~0 oc bracing. '~-~00 I SPAC~ 2~ CSl ~ DEFL n (~) ~ Ud TCLL 2. [ p~l LL) ~.05 7~ ~ 360 BCLL 0 0 nt *n'n ~ C~e IRC2OO~Pi~ ~x) ~ ~nd(LL) 0.03 7-9 ~ 240 BOT CHORD 2 X 4 SPF NO.2 103 lb BOT CHORD Rig~l ceiTing directly app4~ed or 10-O~O oc bracing ~'.~EIUILD~NG COMPONE~S MOORESWLLE IN ~- 2~- !'P~e~ome - z4 Sedg~c~ - ~s3201s~ Lao~ Refere~a_~ s Apr 28 2005 M~ek Indus~P~es, Inc. F~ May 1310:51:08 2005 Pag~ 1 ~o.oo IV£ 3 L~NG(ps0 CS -- l" DEFL ~n (lOC) I/deft ./d 100 ................ 8C 040 ~ Vert(TL) -6. t2 2-6 >999 240 W~ 0.12 ~ HotT~L) 0,01 4 n/a ma BCLL 0,0 TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No,2 V',FE BS 2X 4 SPF Stud WEDGE Left 2 X 4 SPF Stud, Right: 2 X 4 SPF Stud TOP CHORD Sh~ or 6-0-0 oc pudtns. PLATES GRIP MIl20 1971144 BOT CHORD Rigid ceding dlrec~y applied or 10-6~0 oc bracing. ~osos T~ [~OOF T~USS (R~f~ ] Lum~ln~~ ~.aS SC 0.78 V~L) ~.~ 2-1S >~6 240 TOP CHORD TOP CHORD 2X4 SPF NO.2 BOT CHORE 2 X4 SPF ~.2 BOT CHORD 5~13 2 X 4 SPF NO. 2. 6-13 2 X 4 SPF NO,2.7-13 2 X 4 SPF No2 2) TCLL: ASC E 7-98; Pf~20.0 psf (fiat roof s~o~); Exp ~; F~ Ex~. ~ ~[~ ~ I Iii ~//// 5)Th~has~d~a 10.0~ ~ ~dno~afly~tt~loads- '- ** % ~ COMPONENTS. MOORESVILLE, IN. 46158 Sl]verth~me * 24 Sedgw~x -~ 1832019 lNG 2-0-0 ~ CSl !/cl~ L/d PLA3E~ GEIP nc. mase t.15 ~ TC 050 I Ve~LL) .0.15 2-1_6 >999 360 bill20 ~97/144 ~(RoofSnow---2?:0? I L~-~e~ ncrease t 15 [ BC 0.78 I Ve~TL) .0.44 2-16 >949 240 BCLL 0.0 I Cod~ RC2000/TPI2002 ~ Ma~x) I VVInd(LL) 0.10 2-16 >999 240 Weight t56 lb LUMBER BRACING REACTI~S (lb/size) 2=1467/0-;~8, 10=1467/0~3~8 Max Horz2=373(10ad case 6) Max Uplift~248(Ioad case 7). 10~24S(~ad case Max Grav2=1674(Ioad case 2), 10=1674(Ioad ~lse non--trent with other live loads . 6) provide mechanical conneCfiO~ (by othem) of t~ss to bearing plate capable of ~s~g 2~ lb u~ at JoIM z an= zeu 'D U~ a' ~m ROOF TRUSS TARTER - LEE BUILDING COMPONENTS. MOORESVILLE . iN. 46158 8320191 0~ Plates ncreese . TC 0.26 i Verl(LL) n/a - b/a 999 MIl20 1971144 (Roof~'tOW=2.) h,m~rlnCraase ~:~: I 8.C 0.21 r Yeff(TL) P~a - b/a 9~ , BCLL 0 0 Rep S~ In ~S ~ ~ 0.07 ~ H~TL) 0.~ 3 n~ ~a ~ OTHERS 2X4SPF S~d Max Horzt=115(Ioad case 6) Max Uplift1 =~30(l¢~d =ase 7), 3="42(ioad case 8). 4=-28(Ioad case 7) FORCES (lb) - Maximum Compression/Maximum Tension BOT CHORD 1-4=~27/63. 3-4=-27/63 WEBS 2-4=-205/62 NOTES 1) W~nd: ASCE 7~98; 90mph; h=25ff; TCDL=6.0psf; BCDL=6.0Psf; Category II; Exp C; enclosed; MWFRS gable en~ zone; 2) TCLL: ASCE 7~9~; Pf=20.o psf (fl= roof sno~); F.~ C; Fut~ Exp. 1 ' Lumberlncmase 1.15 Rep Stress In~ ES BCLL 0 0 .cD~. lO;O C,~,, ~Rc2ooorr..!2oo! LUMBER TOP CHORD 2 X 4 SPF No.2 BDT CHORD 2 X 4 SPF No,2 OTHERS 2 X4SPFStud ~c o.o~ I V~4Tt.) r~ - r~a 9~ I V¢6 0.03 I Hor4(TL) 0,00 3 rEa rea I (Matrix) Weight: 18 lb 2) TC~: ~CE 7-98; ~20.0 ~ (fiat ~ S~); ~ C; F~ ~. LO~ C~E(S) ~n~ '3x4 MIl20 SCale = 1:8.2 TC 0.03 VeI~LL) nla - n/a 999 BC 0.07 Vert('rL) n/a - rue 999 PLATES GRIP MIl20 t97/144 BRACING TOPCHORD BOTCHORD REACTIONS Ob/size) 1=97/3-2-1t, 3=97/3-2-11 Max Horz l=-32(ioad case 3) FORCES (tb) - Vh~mum CompmsskmJMexJmum Tension TOP CHORD 1-2~75/29. 2-3~-75/29 BOT CHORD 1-3~-10/44 NOTES 1) ~nd ASCE 7-98 90mph; h=25f~ TCDL=6,0psf; BCDL=6.0p~, Category II; Exp C; enclosed; ldN~F RS gal:te end zone: cantilever left and right exposed; end verfJcal left a~d right exposed; Lumber DOL~1.33 plate gdp DOL=I.33. 2) TCLL: ASCE 7-98; Pf=20.0 psf Wet mol snow); Exp C; Fury Exp. PLATES GRIP REACTIONS (lb/size) 1=181/97-13, 3=181/97-13, 4=345~J-7-13 Max Holz 1=~116(ioad Gase 5) Mex Upliffl=-30(ioacJ case 7), 3~-42(Ioad case 8), 4~.2~(toad case 7) Max Gray1 =239(Ioad csse 2), 3~239(ioad case 3), 4 345(Icad case 1 ) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-186/84, 2-3=-186/65 SOT CHORD 1-4~*-27/83, 3-4=-27/83 ' right ~; end ver~cal ~t and ~ght exposed; Lumber DOL=1.33 plate grip COL=1.33. 4) Tllis fluss has been designed for a 10.0 psf bottom chord live load ~o~co~cumerd w~ any o~er I~ ~s. 6) Provide mec~an~ca~ canndc~on (by others) of ~ss fo beadr~J plate capable ~ withstanding 30 tb uplift at joint 1.42 tb uplift at joint 3 and 29 lb uplift at joint 4. LOA~ CASE(S) Standard .... May ~6,200~j ScaJe = 1:18.8 FORCES (lb)- Maximum Compression/Maximum Tension TOP CHORD 1-2=-97/53, 2-3=-97/41 BOT CHORD 1~4=-1814~. 3-4=-t8/40 1) V~nd: ASCE 7-98; 90mph; h=25fl; TCDL=6,0psf BCDL=6.0psf; Cat~gory It; Exp C; enclosed; MW~RS gable end =one dght exposed; end vettiosl e~t and light exposed; Luml~er DOL=I.33 ~late glip DOL=l,33~ 2) TCLL: ASCE 798; Pf=20,O psf (~at roof snow); Exp C; Fully Exp, CASE(S) Standard ^ppr~ca ~83201 ROOF TRUSS I t LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD BOT CHORD 2 X 4 SPF No.2 BOT CHORD 1) Wind: ASCE 7-98; 90mph; h=25fl; TCDL=~6.0psf; BCDL=6.0~, Category II; Exp C; onc;~:~e~; MWFRS 9able end zone: car, uIm~r left a,qd dght exposed; end ~1 left and right exposed; Lu~nber DOL=1,33 plate g;ip DOL=1.33, 2) TCLL: ^SCE 7-98; Pr=20,0 psf (flat roof sr~w); E~p C; F~ Exp. LOAD CASE(S) Standard TOPCHORD TOPCHORD