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Home My WebLink About05070244-Misc. INfo PAGE C Show val access. ~it in all Ls for OPERATOR Drov] may Dn Zoninc mush conduct 29 Re:J507061 O0 Chesten~eid, MO 63017-5746 Telephone 314/434.1200 Fax 314/434.5343 The truss drawing(s) referenced below have been prepared by MiTek Industries. Inc. under my direct supervision based on the parameters provided by Hail & House Lumber Co. Inc.. Pages or sheets covered by this seal: 18784339 thru 18784350 My license renewal date for the state of Indiana is July 3 I, 2006, =~ ~' No,~ 19900415 %t = t. ~ = ~ .,\ STATEOF August 4 2005 L u, Xuegang The seal on ~ese drawings indicate acceptance of professional engin~dng insensibility solely for the ~Uss components shown, Tbe suitabilit~ and use ~fthis component for any pa~icular building is tbe rasponsibiliw of the building designer, per ANSI/TPI-2002 Chapter 24 .z u~S.~:o:' i Pa~ .cma~e ~ ~s Tc o.~ / V~LL) o.oo 3~ ./r t[~J - ~' / [ Lum~rl~cr~se 1.15 I aC 0,03 ~ Ve~TL) -0.00 31 nit 120 BOT CHORO 2 X 4 SYP No,2. B~ CHORD 3Er 37 36 35 34 29 PLATES GRIP MIl20 1971144 REACTIONS (lb/size) 2=143/36-0-0, 45=102/36-0~0.46=t02/36-0-0.47=1C8136~0-0, BOT CHORD 2x4MII20~ SPACING 2'0'0 Plates Increase 145 Lumber I~cmase 1.15 Rep Stress Incr YES Cede IRC2000/ANSI95 P DSS X 4 SYP No.1 SPF No.3 BC o.9g (Simplified) in (loc) I/deft L/d Ved(LL) -0.29 11-13 >999 360 VeH(TL) -0.65 1t-13 >663 240 Horz(TL) 0.14 9 n/a BRACING TOP CHORD WEBS PLATES GRtP Weight: 165 lb REAC'TTONS (lb/size) 2=1492/0-3-8.9=1492/0-3-8 e 6) case 3) 8-9=-3043/305. 8 9-11=~227/2591 end zone' cenffiever left LOAD CASE(S) Standard 147 lb uplift at joint 2 and 147 3x6 Mfl20 ~ Plata$1ncrease 1.15 / TC 0.68 ~ Vert(LL) -0.25 2-14 >999 360 { MIl20 1971144 Lumber ttcrease 1.15 / 8C 1.00 ~ Var~TL) ~0.53 2-14 >804 240 ~ RepStmsslncr YES J WB 0,46 / Horz(TL) 0~2 9 n/a nla ~ Code IRC2000/ANS95 j Smpifmd J ~ Wegh' 172 b BRACING TOP CHORD Sheathed or 3-1~7 cc pt~rftns BOT CHORD BOT CHORD Rigid ceiflng directly applied or 10-0-0 cc bracing. WEBS 2 X 4 SPF No.3 WEBS I Row at midDt 5-14 6-11 REACTION~[ (lb/size) 2=1492/0-3~8, 9=1492/0~348 Max Horz2=139(Ioed case 6) Max Ul~ifl2=-100(lbed case 6), 9=-100(Iced case 5) Max Grav2=1906(Ioed case 2), 9=1906(loed case 3) FORCES (lb) - Maximum Compmsslon/k~ximum Tension 2-14=-293/2461, 19-14=-273/2560, 12-13=-235/2560. 11-12=-235/2560, 9-11=.t54/2461 ~ 3 plate grip DOL=1.33 LOAD CA~E(S) Standard R CO,. W~STFIELD IN. 48074 249-3 t5 5x8 MI}20 3x4 MIl20 (R~}f Snow=2o.o) SYP NO.2 2 X 4 SPF No.3 BC 0.66 I Vert(TL) -0.25 13-14 >999 240 ~ VVB 0,59 I HorzTL o.'io 9 n/a n/a l (Sl~pl_ ~& Weight: 182 lb REACTION8 lb/size) 2=1492/0-3-8,8=1492/8-3,8 Max Horz2=186(load case 6 Max Uplift2=*114(load case 7.8=-114 load case 8) Max Grav2=la65(IOad case 2), 8=1865(1oad case 3) FO~CE8 (lb) ~ Maximum Compression/Maximum Tension TOP CHORD 1-2=0119, 2-3=-2814/89~ 3-4=-2213/120. 4-5=-2074/128, 5-6=-20741129, 6-7~22131121.7-8=.2890/88. 8-9=0119 ?-10=0/240 load J507061 HiP blALt. AND HOUSE LUMOER CO** WESTF~ELD iN 46074 3x8 MH20 ~Sn~0~ Pa slnc ese 1 15 ~ TC 0.86 Ve~LL -014 11~13 999 360 MIl20 197/144 ~w-~ Lum~rlncmase 1. 5 BC 075 VeHTL 240 BC~ 10'0 Code IRC2000/ANSI95 ~Simplifi~) Weight' 1821b LUMBEE BRACING TOP CHORD 2 X 4 SYP No.1 'Ex.pt* TOP CHORD Sheathed or 2~9-1 oc pudlns 4-6 2 X 4 SYP No.2 BOT CHORD Rigid ~ing d~rec~y a~lted or 10-0-0 oc BOT CHORD 2 X 4 SYP No.2 ~BS I R~ a~ midst 5-13 ~-11 2 X4 SPF No3 REACTIONS (lb/size) 2=1492/0-3-8, 8=1492/0~3-8 Max Horz 2=193(Ioad case 6) Max Upllft2=-128(load case 7), 8=-128(Ioad case 8) Max Grav2=t817/Ioad case 2~ 8=18171,oad case FORCES (lb)- MaxlmumCompresslon/Maximum Tension LOAD CASE{S) Standard and 128 lb uplift at joint H05 i HfP 3x4 MII20 -- BCDL 10.0 TOP CHORD 2 X 4 SYP NO.2 8OT CHORD 2 X4 SYP NO*2 V~BS 2 X 4 SPF NO.3 PACING 2-0.0 C8 plates Increase 1.15 TC 0.53 Lumber Increase 1.15 BC 0.83 Rep Stress Incr YES W~ 0.41 Code IRC2~00/ANS~95 _ ...... (Simpl~d) REACllON$ (lb/dca) 2=1492/0-3-8, 9=1492/0~3-8 Max Horz 2=220(1cad case 6) Max Uplift2=-139(Icad ceca 7). 9=~139(ioad case Max Grav2=1762(k~d case 2), 9=1762(fcad case BOTCHORD 2-15=-213/2231.14-15=~109/1827, 13-14=0/~392, 12-13--0/1392, 11-12=-3/1827.9-11=-7312231 other I1~ loads. SPACING 2-0-0 Lumber Increase 1,15 Rep Stress lncr NO Code IRC2000/ANSIg~ 10.0 .4 SYP No2 BOT CHORD 2 X 6 SYP DSS 2 X 4 SPF No,3 C$l DEFL in (loc /deft L/d PLATES GRIP TC 0,43 Ven'(LL) -0,32 17-19 >999 360 Mft20 197/144 BC 0,43 Vert(TL) -0 55 17-19 >784 240 WB 074 Horz(lr L) 0,10 t2 nfa (Matrix) Weight: 414 lb BRACING TOP CHORD Shea(hed or 3~11-12 oc pudins BOT CHORD Rigid ceiling directiy applied or 10~0*0 oc placing Max Grav2=3831(loed case 2), 12=3831(toad case 31 0~9---9905/2039, 9-~9= 5973/1229, ~0-~ 1=-6785t1373. 11-12=-9749/1285, 12-13=0/44 CHORD 2-22=-1145/5710, 21-22=-1145/5710, 2%23=~122115923,23~24=*1221/5923, 20~24=-122115923, 20-25=-2055/9969, 25~26=-2055/9969, 19-26=-2055/9969, 19-27=-2055/9969, 18-27=~2055/9569, 18-28=~2055/9969 17~28=-2055/9969, Common(148"x3") Nai{s as follows' :l as ~oilows; 2 x 4 ~ 1 row at O-9~o o0. tjofnt 32=-206(B) ~; '" ~ / Lum~rln~a. 1.15 ~ BC 0,28 J Ve~TL 0.09 2-4 >773 240 2 X 4 SPF No.3 Max Horz2=tl 1 l(lbad case 4) FORCE$ (lb) - Maximum Compression/Maximum Tension BOT CHORD 2-4=.22/03 NOTES ~lht exposad; ead vet tk~ DOL=l,33. ~ / 2) TCLL: ASCE 7-98; P~-20. ~ / MONO TRUSS N. 46074 1 SPAC NG 2-0-0 Lumberlncrease 1 t5 10,0 Rep Stress Incr NO 0.0 Code IRC2000/ANSI95 LUMBER TOP CHORD 2 X 4 SYP NO.2 2 X 4 SPFNO*3 C$ DEFL in (loc) I/deft Ud PLATES GRIP T(~ 0 15 Vert(LL 0,01 7 >999 360 MIl20 t971144 ~C 0 13 Vefl(TL -0,02 6-7 >999 240 WE[ 0 28 Horz(TL) 0.09 B hie n/a (Matrix) t ' We!Dh':-~ '~ ........ BRACING " TOP CHORD Shde had or 6~0.0 nc ~urims, except end '~edlcals. BDT CHORD Rigid ceiling directly apptied or 10-0-0 nc bracing~ REACTIONS (lb/size) 2=555/S-3-8, 6=531/0-3~8 Max Hor'z2=120(Ioad case 4) FORCES (lb)- Maximum Dom.es~on/Maxlmum T.e~.~=n.R ....... 31 NOTE8 LOAD ~ASE(S) Standard ) Snow** Lumber Increase=l,15, Plate Increase=l. 15 Un~rm Loa~s (pa) ~ted Leads ve~ 8=.99(F=.49, B~49t 9=-250(F=-125, B='125) ) or back (B). atjoint 2 and 1251b upliftatjoint at 2-9.8.49 UONO TRUSS . ~--~-US-~TUMBER CO,. WESTFtELD IN. 46074 2 /L 200 ~ 8 A NG 2-0,0 DSI I DEFL in roc) I/deft L/d PLATES (}RIP ~e .~n~ ~ P~atas ncrease 1 15 TC 005 ~ Vert(LL) -000 2 >999 390 ) Mil20 t97/t44 ¥~'l~=n'"-~l~ ~ Lumber ncrease t115 BC 0102 i ~TL) -Oi00 2 >999 240 ~CLL 0'0 ~ Rep$1mss ncr YES WB 0~00 BCDL 10'0 ..L. Code IRC2{~00/ANS{95 (Simplified) ~ I Weight: 9 lb BDT CHORD 2 X 4 SYP No.2 BDT CHORD Rigid ceiling direcily applied or 10,0-0 DC bracing. WEBS 2 X 4 SPF No.3 FORCE$ (lb) - Max~um Compression/Maximum Tension TOP CHORD 1-2=0113, 2-3=-19/14 3~4=-52/23 LOAD CASE(8) Standard Exp B; enclosed; MWFRS gable end zone cantilever left and · :-"'"- ow=2'O':(~' / Pa~s ncrease 1 15 TC 018 Vert(LL) -0.01 2-4 >9~9 360 I MI20 t97/144 I ~'~' 0'~ / Rep Stress locr YES VVB 0.00 Horz(TL) 0.00 4 n/a n/a I ~,~L 10'~ / Code InC20Of/^N$1ff Simplified) j Wetghf: 17 lb REACTfON8 lb/size) 2=20b/0~3-8 4=14510-3-8 Max Horz2=74~lbed case 4) Max Uplifl2=.4f(lbed c~se 5), 4=-30(load case 5) FORCES (lb). Ma~,m Compression/Maximum Tensi~ TOP CHORD t-2=0113. 2-3=-40/29. 3-4---109/48 BOT CHORD 2-4=-14/21 NOTES ~) Wind: ASCE 7-98; 90mph; h~25fl TCDL=5.0psf; BCDL=5.0pst; Catego~/~1; Exp B; enclosed; MWFRS gable end zone cantilever e~t r~t exposed; end ve ~.a~ left and dght exposed; Lumber DOL=t .33 plate grip DOL=I 2) TCLL: ASCE 7-98; Pf=20.0 psf (fiat reof snow); Exp B; Fully Exp. 3) This tms~ has been designed for greater of rolo roof live load of 17.9 osf or 1.00 times fiat roof load of 20.0 psf on overhang s CSl DEFL n (oc) I/deft ~Jd PLATES GRIP TC 0.68 [ Vert(LL) -0 20 12~14 >999 360 MIl20 1971144 Lumber Increase ~.15 BC 0.97 VeH(TL) -0.45 12-14 >947 240 0,0 Rep Stress Incr YES W~ 0.57 Horz(TL) 0.09 10 n/a n/a 10,0 Code IRC2000/ANSI95 (Simplified) _ t Weight: 182 lb 6-14 2X 4 SYP No.2 NOTES ). 2-3='2422/~B5 3-4=-2093/191.4-5=-2093/191 5-6=-1400/187 6-7= 14001187.7-8=-2093/191.8-9=-2093/191 TOPCHORD ?