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HomeMy WebLinkAbout05050118-Truss InfoFINK 47978 Marc Ekstrom 4x6 2-9-13 ~ Job Referer~e ~~P~qO_~U. 6 200 s Feb~ 1 2005 M~Tek Indus~']~ ~9c~ ~"hu May 12 15:07:01 2005 Page 1- I-7-0 ~ 2x4 Plate Offset 3-11-0 LOADING (psO TCLL 20.0 TCDL 10,0 BC 0,63 BCLL 0.0 WB 0,56 BCDL 10,0 (Matrix) SPACING P~ates Increase 1,00 Lumberlncrease 1.00 Rep Stress Incr NO Code IBC2003FFPI2002 PLATES GRIP MT20 197/144 TOP CHORD 2 x 4 SPF NO.2 BOT CHORD 2 X 6 SPF NO,2 WEBS 2 x 4 SPF S ud WEDGE Left: 2 X 4 SPF Siud, Right: 2 X 4 SPF StuQ .1460oad case 3 ICad case 8 FORCES Ob) - Ma~ mum Comoress~on/r.laximum Tension TOP CHORD 1-2=0/11 2-3=-3906/305 3-4=-3739/334 4~5=-3739, 234.5-6=-3906/305.6~7=0/11 BOTCHORD 2-9=-295/2897 8~9=~1792114,6-8=-192/2897 3~9=-72/197. 4-9=-245/2282.4-8=~246/2282. 5-6=-72J197 Nails as follows: X 6 - 2 rows at 0-7-0 cc. 2) All loads are c0ns~dered equally applied to a~l plies except if noted as front F or back B face in the LOAD CASEfS~ secbon, Ply to ply conneobons have been DroP;ideal to distribute only loads noted as se i ndtcated, 3) This truss has been CheCKed for uniform r bet DOL=1,00 elate g6D DOL=1.00. joint 6. istruss is designee ~n acceroance w~m the 2003 international Budding Code section 2306,1 and referencee s[a~dard ANSI/TPI 1 6.200 s Feb 11 2005 M~Tek Indust~S,lm~C Thu May 1215.07:01 OADNG(psf) SPACING 2-0-0 CSI DEFL n uoc~ I/deft L/d PLATES GRIP TLcLL 20.0 Pla es increase 1.00 TC 0,2¢, ~ Ved(LL 3.01 2-4 >999 360 MT20 197 TCDL 10.0 Lumb¢ ncrease 1.00 BC 0,15 ] Veal TL -0.03 2-4 ~999 240 3CLL 0.0 Rep Stress lncr YES WB 0.O0 HorzfTL 300 ,~ n ) 3CDL 10.0 Code iBC2003FFPI2002 We)gbt:__12 lb BRACING REACTIONS lb/size 2=201 0-3-8, 4=143/0- -8 Max Ho~z 2=89 toad case 4 Max Uolift2=-69fioad case 7b 4= 66fload case FORCES lb - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16.2-3=.55/39.3-4=-106/46 BOT CHORD 2-4=-1722 NOTES LOAD CASE(S) Sta~daro PDF created with pdfFactory trial version www._dffactor .com Job Reference_jp~__ 6200 s Feb 11 2005 MiTek Irciustde~, Inc, Tag May t215.07:01 2005 Page 2x4 TCDL 10.0 BCLL 0.0 BCDE 10.0 LUMBER TOP CHORD 2 X 4 SPF NO,g BDT CHORD 2 X 4 SPF No.2 WEBS 2 × 4 SPF Stud SPACING 2-0-0 CSI DEFL in loc) /deft LJd PLATES GRiP Plates Increase 1.00 TC 0.31 Vert(LL 0,00 1 n/r 180 MT20 t971144 VedfTL 0.01 1 ~/r 120 LumBer nc[ease 1.00 BC 0~18 Rep Stress Incr NO WB 0.00 Horz{TL) 0,00 4 n/a rca Code BC2003/TPI2002 IMatrixt Weight 12 lb BRACING BDT CHORD R.~td ce lng o~reczly aoolled or 10-0-0 DC bracing REACTIONS lib/size: 4=151/4-0~0.2=196/4~0-0 Max Horz2=89 load case 4. Max Uplift4=-24(load case 41.2--~22 Ioad case 7) FORCES (lb) - Maximum Comoresslon/Maximum Tension TOP CHORD 1-2=0/16, 2-3=~55/41,3-~.=-~12/47 BDT CHORD 2-4=-17/22 NOTES 1, This truss nas Been checKed for uniform roof live load only, excep[ as nozea 2) Wind ASCE 7-02; 90mph; h=251t TCDL=6.0psf; BCDL=6.0psf; Camgory ft; Exp C; enclosed; MWFRS gable eno zone; ca~)t~ ever left and right exposed; end ~rt cat eft and right exposed; porch left and right exposed; Lumber DOL=1.0g plate grip DOL=1.0 . 3~ Trussdesigned¢crwieqloadsintheoianeofthetrussonly. Forstudsex~osedtowind ft~ormal to the face seeMiTek"Standard Gable End Detail" 5) This truss requires plate inspection per t~e Tooth Count Method when his russ is chosen for quality assurance ~nsoec on. joint 2, ' LOAD CASE(S) Stanoarc Stark Truss Company Inc., Renssel~.,ll.f~ 47978. Marc Ekstrom SPACING 2-0-0 CSI DEFL m lioc zoefl IJd Re8 Stress Ir~cr NO WB 0.05 HorzfTLt 0,00 10 n/a n/a BCDL 10.0 Code IBC2003/TPI2002 Matrix TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF NO.Z WEBS 2 X 4 SPF No.2 OTHERS 2 X 4 SPF Stud PLATES GRIP MT20 197J14,~ BRACING TOP CHORD Structu~t wooa sneatnmg a~rec[~y applied or 6-0-00C purlins, excepl BOT CHORD Rigid ce ~g o*recll5 applied or 10-0~0 oc Bracing. Max Horz 16=-1580oad case 31 Max Uolift16=-59(ioad case 3), 10=-30(load case 4). 14=~3511oad case 4~. 15=-82floao case 4h 12=-350oad case 3 11=-710oad case 3~ FORCES flbl. Maximum Comoress~on/Max~mum Tension TOP CHORD 1-2=0/26 2-3=-111/94 3.4= 54 81 4 5=-52/81 5~6=-52 79 6-7=-50/48 7-8=-75/59 8-9=0/28. 2-16=--07/52. BOTCHORD 15-16=.40/92,14-15=-40/92,13-14=-40/92 12-13=-40/92 11-12=-40/92 10-11=~40/92 WEBS 5-13=-100/0 4-14=-123/64, 3-15=-106/78.6.12=~123/64.7-11=-106/74 NOTES 1 ) This truss nas oeen checked for uniform roof live load only, excepl as noteo, 2) Wind; ASCE 7-02; 90mph; h=25ft; TCDL--6.0psf; BCDL=6.0psf; Category It; Exp C; enclosed; MWFRS gable eno zone cantilever left and right exposed; end ve fticai left and right exposed; porch left and right exposed; Lumber DOL=1,00 plate gnp DOL=1 3 Trussdesigf~edf?rwnd oads ntheplaneofthe russonly. Forstudsexbosedtowind normaltotheface),seeMiTek"Standarc Gable End Detail' 4 This truss has been bes~gned for a 10.0 psf bottom chord li~,e load nonconcurrent with any other live loads 5~ All olates are 2x4 MT20 unless otherwise indicated. 6 This truss requires plate inspection per the Tooth Count Matheq When mm [russ ~s chosen for quality assurance snsDec[ion. 7~ Gable reouires continuous bottom chord bearing. 9) Gable studs s~aced at 2~0 O oc. 10t Prowde mecna~lcat connection [Dy omers) of truss to bearing plate capable of withstanding 59 tb JDIJft at joint 16, 30 tb uplift at joint 10. 35 lb uplift at joint I4, 82 lb uplift at joint 15, 35 lb uplift at joint 12 and 71 lb uptift at joint 11 11 This truss Is aes~gne= m accoroance w~m Ina 2003 International Building Code section 2306,1 and referenced standard &NS[fl'PI 1 LOAD CASE(S) Standard trial version wwwj. dffacto ~.com Marc Eks~rom 2x4 SPACING 2-0-0 Plates Increase LumPer increase 1 Rep Stress Incr YES Code IBC2003/TPI2002 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF Nc 2 WEBS 2 X 4 SPF No.2 *Exceot" Wl 2 X 4 SPF Stac CSI DEFL n 'loc i/deft L/c ! PLATES GRIP TC 0,32 I Ve~t LL 0.06 7 8 >999 360 ! MT20 197/144 BC 0.24 Vert TL 0.04 7-8 >999 240 L WB 009 HorztTL~ 0.01 6 n/a n/a BRACING BOT CHORD Rigid cai ,-g (~,rec[ly applied or I0-0-0 oc bracing, REACTIONS (lb/size) 8=499/0-3-8, 6=499/0-3-8 Max HorzS=-158(Ioad case 3) Max UoliftS=-141 (toad case 71.6=-1410oad case 8 FORCES (lb'- - Maximum Compresslon/Mammum Tension 3-7=-94/237 NOTES 1 ) This ftuss nas oeen cnecKeo for uniform 'oof live load oDJy, except as noteo. ;f: BCDL=6.0Dsf: Category II; Exp C: enclosed: MW FRS gaole eno zone: can[~lewr left 3nt expose(3 Lumber DOL=I,00 pla[e gr*p DOL=I.00 for qualgy assurance inspem~on -b~s truss *s designed in accoroance w~th the 2003 international Building Code section 2306. t and referenceo s[andard ANS~FPI ' Truss Type iN 47978, Marc Ekstrom ~ RefereI~ce 6:~00 ~ F~b !I 2005 MiTek I~ustdes Inc~ Th~ May t 2 15:07:02 2005 7 SPACING 2-0-0 CSl DEFL m Ioc) I/deft LJC Lumber increase 1.00 BC 0.07 Ver[(TL 0.00 19 n/r f 20 ReD Stress lncr NO WB 0.13 Horz(TL) 9.00 18 n/a BCDL 10 Coae BC2003/TPI2002 IMatrixt TOP CHORD 2 X 4 SPF No.2 PLATES GRIP MT20 197/14a Weight: 138 lb BRACING 2 x 4 SPF Stud REACTIONS ~b/size 2=149/29-11-0 29=147/29-'1-0 28=159/29-1%0,29=161/29 11-0 30=158/29-11-0 31=167/29-1%0 32=133/29-1'-0 33=235/29- 1-0 25=159/29-11~0 Max Horz2=-lO0(ioad case 3) Max Upliftg=-15(Ioad case 3), 29=-12(Ioad case 4), 29=-18(load case 7), 39=-15(load case 4), 31=-17(load case 4), 32=-13(load case 7), 33=-33(1oad case 4). 25=-10(load case 3). 24=-198oad case 81.23=-150oad case 81. 22=-I 7(toad case 3), 21 =-13doad case 81. 20=-30doad case 3) FORCES fib3 ~ Maximum Compression/Maximum Tension TOP CHORD 1-2=0/5. 2-3=-121/44 3-4=-74/48.4-5=-72/57. 5-6=-48/71.6-7=-43/85 7-8=.42/99.8-9=-42/113. 9-10=.42/131 8-19=0 5 84, 31-32=0/84, 30-31 =0/84, 29~39=0/84 28-29=0/84, 27-28=0/84, 26-27=0/84, 25.29=0/84 24 29=0/84 23~24=0/84 22~23=0/84 21-22=0/84 20-21=0/84 8~29=0 84 10-26=-t07/0,9-28=-120/36.8-29=-120/42.7-30=-119/39.6-31=-124/41 5-32=-104/36. 3-33=-166/61.11-25=-120/34 ~sl of truss o bearing piate capable of w ths and ng 15 b upi/fi at oint 2 12 lb uplift at joint 28 ), 17tb up~i[tat~oint 31.13tb uplift atjoint 32. 33tb uplift at joint 33 10lb uc *fiat joint 25, uplift at joint 23. 17 lb up~ftt at joint 22. 13 lb u~lift at joint 21 and 30 lb uplift at joint 20. [nternaSonal Building Co~e section 2306.1 and referenced standaro ANSI/TPI ' LOAD CASE(S) Standard ion www. L Job Reference~ 6200 s Feb 11 2005 MiTek Induslries nc, Thu May ! 215:07:02 2005 ~X Y~.' 2:0-0-3.0-0-13~dg§j~[l_8_:.0-0-3,0-0-13, 18~)-2-9 Ed e _ LOADING (psf) TCLL 20,0 TCDL 10.0 BCLL 0.0 BCDL 10,0 SPACING 2-0-0 CS DEFL ~ fcc) ceil Lid PLATES GRIP Plates increase 1.00 T Vert(LL 0,00 1 n/r 180 MT20 t97/144 Lumber increase 1.00 BC 0,08 I Vert(TL) 0,00 1 n/r 120 RepSress ncr NO WB 0~13 I Horz(TL) 0.00 8 n/a n/a Code BC2003/TPI2002 Ma~ Weight: 139~b BRACING TOP CHORD Structura; wooa snealn~ng d~rectly apphed or 6-0-0 cc purlins, SPF No,2 BeT CHORD Rigid ceiling direc[II aDohed or I0~0-0 cc oracm§ Z X 4 SPF Stud, Right: 2 X 4 SPF Stud REACTIONS lb/size) 2=149/29-11-0 25=147129-11-0,27=159/29-11-0,28=161/29-11-0,29=158/29-11-0 30=167/29-11-0, 31=133/29-11-0- 32=235/29.11.0 24=159/29-11-0 ~aXx ~J ;;l~t ~ ==~ ~I ~dU c~¢S~; ~; 27=-13(lead case 4), 28=-18(10ad case 7), 29=-15(Ioad case 4), 30=-17(Ioad case 4), 31=-13(load case 7), 32=.33/Ioaa case 24=*10(Icad case 3), 23=-19(Icad case 8), 22=-~50oad case 3t. 21 =-IT(Icad case 81.20=12(Ioad case 3), 19=-3If lead case 3t FORCES 0b~ - Maximum Compression/Maximum Tension 10-~1=`42]127.11-12=-43/102. 12-13=42/72. 13-14=-43/47. 14-15=41/28 15-16~--37/15. 16-17=`49/5. 17-18=-79/32 1-22=0/83 20-21=0/83. 19-20=0/83. ~8-19=0/83 and ngn[ expose¢; porch left and n Lumber DOL=1,00 plate grip DOL=1,00. [o bearing plate capable e withstarming 14 tb uplift at oird 2, 13 lb uphft at Olnt 27 Jpli[t at oint 30, 13 tb uplift at oint 31, 33 ~b uplift at joint 32, 10 lb uplift at joint 24, 9 lb uplift at joint 23, 15 lb b upi ft at joint 21.12 lb uplift at oint 20 and 31 lb uplift at jo nt 19, ~ accomance w~[n [ne 2003 Internabonal Building Code section 2306,1 and referenced standard ANS TPI 1 _CAD CASE(S) Standaro 3n www. dffacto ~,com_ 2x4 74-1 2x4 0,85 SC 1.00 0.0 WB 0.89 10.0 Cede IBC2003FFPI2002 (Matnxl LUMBER . TOPCHORD 2X4SPFNo2 Except" T3 2 X 4 SPF 1650F 1.5E ¥4 2 X 4 SPF 1650F 1.5E gOT CHORD 2 X 4 SPF 1650F 1.5E *Except' FA1 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stuo ~WeEDGE ft: 2 X 4 SPF Stud, Right: 2 X 4 SPF Stud (loc I/deft L/d PLATES GRIP 3.37 11~12 >957 360 MT20 t97/t44 Vert(TLi -0.80 11-12 >447 240 [Weight: 4orzITL 0.57 8 n/a n/a 122 lb BP-uACING TOP CHORD Structural wood sheathing directly apr)ilea or 2-6-14 oc pedms. REACTION8 (lb/size) 2=1232/0-3-8, 8=1232/0-3-8 Max Horz2=-101 load case 3 Max Uplift2=-360(load case 7). 8=*360 ~oaa case 8 FORCES fib3 - Maximum Compression/Maximum Tensior TOPCHORD 1-2=0/3.2-3=-3693/1011 3-4=-2623/612, 4-5=-2524/649 5-6=-2524/656.6~7=~2623/620 7-8=-3693/978. 8-9=0/3 BOTCHORD 2-12=-872/3278 ~-12=-829/3273.10-11=~759/3273.8~10~-~80213278 WEBS 3-12=-101/313.3-11=-901/429 5-11=-483 1806, 7-11=-901/439. 7-10=-101J313 NOTES joint 8. LOAD CASE(S) Standar¢ trial version 6200sFeb11 2005M]Tekindusm~ nc ThuMay1215:07:03200~ 7~8-11 22-4-5 29-11 2-0-0 CSl DEFL n ~OC) I/deft LJa PLATES GRIP TC 0.64 Vert LL) 0,18 8 9 >999 360 MT20 197/144 BC 0.85 Ved(TL) ~0,32 8-9 >999 240 BCDL 10.0 Code ISC2003FFPI2002 (Matrix) Weight: 110 lb BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wooa sheathing d~rectly applied or 3-0-6 cc bur,ns SOT CHORD 2 X 4 SPF No.2 BeT CHORD R~gtd ce~ft ng d~recfty apphed or 8-177 cc [}racing. WEBS 2 X 4 SPc Stud WEBS 1 Row at m~dpt 3-11.7-1 ' WEDGE 2 X 4 SPF Stud, R~ght: 2 X 4 SPF Stud RE. ACTIONS tlb/sizel 2=1233/0-3-8. 8=118,~/0-3-8 Max Horz 2=103(Icad case 4~ Max Uplig2=-360fthad ~. 8=-336tload case 748. 9-10=.448/1748.8-9=*448 1748 ~-11=-295/747, 7-9=-94/325 3-11=-642/269.7-11=-646/270 This truss has been checked for uniform roof lie Icad On~y, except as noted Wind: ASCE 7-02; 90mph; h=25ft; TODL=6,0psf; BCDL=6.0psf; Category II Exp C; enclosed; MVV FRS ~aoie eno zone; cantilever left and right exposed; end vertical left and right exposed; porch left and dght exposed; Lumber DOL=1.00 plate grip DOL=I This truss has been designed for a 10.0 pst bottom chord Ive Icad nenconcurrea wi h any o her Ii'ye loads. This truss reauires otata inspection per the Tooth Count Method when this truss is chosen for quatity assurance inspection, to beating plate capabJe of Withstanding 360 lb ~D itt at joint 2 and 336 lb uph8 at joint 8. nternational Building Code sectio- 2306,1 and referenced standard ANSIfTPI 1 SPACING 2-0-0 Plates Increase 1.00 TCDL 10.Q Lumber Increase 1,00 BCLL 0.0 ~eo Stress Incr NO SCDL 10.0 Code IBC2003,q'PI2002 LUMBER TOP CHORD 2 X 4 SPF NO.2 CSt DEFL cci gdefi L~C PLATES GRIP TC 0.1 ' Vent LL n/a n/a 999 MT20 197/14,~ BC 0.08 Vert(TL) n/a - n/a 99P WB 0,08 Horz(TLI 0.00 9 n/a n/a BRACING BOT CHORD Rigid cai ng directly apphed or 10-0-0 Cc bracing grip DOL=1.00. 9 of the truss only. For.~ lormal to the face), see MiTek "Standard 10.0 Dsf bottom chord live ~oaa noncor~urrem wltrt aqy tuner liV~ loadS, Count Method when this truss ts chosen for quality assurance nsoec[~on ~tandard dffa_ctor. ~om BS64 VALLEY Marc Ekstrom Job Reference ~ 5 MiTek Industries nc Tnu May 12 15:07:04 200~ 2x4 TOP CHORD 2 X 4 SPF NO,2 SOT CHORD 2 X 4 SPF NO.2 OTHERS 2 X 4 SPF Stud PLATES GRIP MT20 197/144 BRACING BeT CHORD Rigid ceiling rJlrectly applied or 10-0-0 oc brac REACTIONS lb/size) 1=138/15-10-3.5=138/15-10-3.7=251/15-18-3.8=335/15-10-3 6=335/15-I0-3 Max Horz =-176(Ioa(] case 31 Max Uplift1 =-24(toad case 3' 8=-94(lead case 4), 6=-931load case 3) FORCES (lb - Maximum ComPression/Maximum Tension BO3' CHORD 1-8=-37/95 7~8=-37/95, 6-7=-37/95 5-6=-37/95 WEBS 3-7=-177/4.2-8=-241/136.4-6=-241/135 NOTES LOAD CASE(S) Standard 4);6 ~ 13-2-3 2x4 LOADING ps0 TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10,0 SPACING 2~0-0 Plates increase 1,00 TC 0,17 Lumberlncrease 1,00 BC 0.' ReD Stress lncr YES WB 0,09 Code ISC2003FFPI2002 '¢,at nx TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 OTHERS 2 X 4 SPF Stuc DEFL in oc ,/deft L/d PLATES GRiP ver~ILL) n/a ~ n/a 999 MT2O '97/144 VedfTLI n/a - n/a 999 HorzfTL) 0.00 5 n/a Weight: 41 lb BRACING REACTIONS (lb/size) I=83/13-2-3 5=83/13-2-3.7=270/13-2-3, 8=275/13-2-3.6=275/13-2-3 Max Horz 1=145(Ioad case 4) Max Upliftl=*39(Ioad case 3~. 5=-11110ad case 4), 8=-84(lead case 41, 6=-84¢oad case 3 FORCES 0hz - Maximum ComPression/Maximum Tension TOP CHORD 1-2=-'~32199.2-3=-125/77 3-4=125/57,4-5=-86/53 BOT CHORD 1-8=-31/76, 7-8=-31/76, 6-7=-31/76. 5-6=31 76 3-7=186/7, 2-8=-204/126, 4-6=-204/125 StarkTrussCompany,nc R2fl0o~s_~aer,IN 47978 Maz~ EKs[rom 6200sFeb 11 2005 M~TeP ,-ousm~ nc. ThuMay12 1507:04~ LUMBER TOP CHORD 2 X 4 SPF No,2 BOT CHORD 2 X 4 SPF No,2 OTHERS 2X4 SPFStud PLATES GRIP VIT20 197/144 Weight: 30 I[ BRACING TOP CHORD Structura~ woo~ sneammg d{rectly applied or 6-0-0 oc Dun~ns. BOT CHORD Rigid ceiling o~reclly appl~eo or 10-0-0 oc brac~n9 REACTiONS db/size) 1=190110-6-3.3=190/10~6-3.4=391 10-6-3 Max Horz 1 = 1131load case 41 ~x Uoliftl =~4(Ioad case 7), 3=-7(load case 8 FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD 1-2=-149/69.2-3=-149/42 BOT CHORD 1-4=-25/60 3-4=-25/60 WEBS 2-4=-241/~6 NOTES 1 ) This truss has been checked for uniform roof live ioao only, excep[ as 2) Wind; ASCE ?-02; 90mph; h=25ff; TCDL=6.0psf; BCDL=6,0psf; Category II; Exp C; enclosed; MWFRS gaole eno zone; cantilever left VALLEY 47978 Marc E~s[rom 3-1%1 Job R~9~!~o~ 6200sFeb112005MTeklndustne~ Inc ThuMay1215;07:052(~ 9do~12 4 SPF No.2 2 X 4 SPF NO.2 2 X 4 SPF Stud CSI Lid PLATES GRiP TC 0.24 Wa 999 MT20 197/144 BC 0.13 n/s ~ Wa 999 WB 0 04 HOrZ(TL} 0.00 3 n/a tva (Matrix) Weight: 22 lb BOT CHORD RLC e ceumg (~rec[iy appued or 10-0-0 oc bracm9, Ur~lift1=~120oad case 71.3=-149oad case 81 Compression/Maximum Tension BOTCHORB 1-4=-19/42 3-4=-19/42 NOTES 1 )This truss has been checked for uniform tool ontinuous I~ottom chord beadng joint 3 LOAD CASE(S) Standard IO[eQ :RS gable end zone: cantilever left gnl exeosed: Lumber DOL=1.00 plate grip DOL= 1.00 other hve loads, 'sfon www. -dffactor..com_ Truss Type T12 VALLEY Renss~aer2½78.¥978 iV~rc Ekstro~ ---.-.--- ~ Reference :o tiona~: _ 6 200 s Feb 11 2005 M~Tek Industries ~-12 15:07:05 2005 Page 1 22~8-4 LOADING ps0 2-0-0 CSI DEFL m poc) /deli l Jo PLATES GRIP TCLL 20.0 Plates Increase 1 00 TC 0.09 Vert(LL) n/a ~ n/a 999 MT20 '97/144 TCDL t0.0 Lumber Increase 1,00 BC 0,05 ~ VerI(TL) n/a ~ r'Ja 999 BCLL 0,0 Rep Stress Incr YES WB 0 03 i HorzfTL' 0.00 3 n/a tva BCDL 10.g Code BC2003FFPI2002 ~ Welgm t4 lb BRACING TOP CHORD 2 X 4 SPF No.2 -OP CHORD Struc[ural woca snea[nln9 alrec[ly applied or 5,2-3 o( oumns BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid cei qg (3~rec[ly ag[}iied or 10-0~0 oc bracing, OTHERS 2 X 4 SPF Stud REACTIONS 8b/size/ 1=97/5,2-3.3=97/5,2-3.4=151/5,2-3 Max Horz 1 =51 (load case 4 Max Uoliftl=-78oad case 7~. 3=-gfload case 8 Fension 1 ~2=-58/33.2-3=-58/I 7 h: h=25fl: TCDL=6.0psf; BCDL=6.0pef; Categow II; Exp C enclosed; MWFRS gao~e eno zone; can[llever left ght exposed; porch left and right exposed; Lumber DOL=1,00 plate grip DOL=1.00, Fhis truss is designed m accormance Wl[h the 2003 Inter nabonal Butldin9 Code section 2306.1 and reference(3 s[anmard ANSIFFPI 1 th pdfFactor on www, com 3 s Company Inc, RensselAer~ IN 47978 Marc Ekstrom 23. LUMBER TOP CHORD 2 X 4 SPF No,2 BOT CHORD 2 X 4 SPF No.2 REACTIONS th/size 1=46/2-6-3 3=46 I~ax Horz 1=- 9fload case 3} FORCES ih) - Ma~d mum CompressioWMaximum Tension TOP CHORD 1-2=-34/9. 2~3=-34/9 BOTCHORD 1-3=-6/16 NOTES BCDL=6.0osf: Category fl; EXp C; enclosed; MWFRS gao~e eno zone: cantilever left ex~oseo: oorcn teft and r~ght exposed; Lumber DOL=1.00 olate gripOOL=1.00. Tooth Count Metho~ wnen [nm truss is chosen for quality assurance ~nspec~on. 2003 International 8L.IOl~g COde 8ecliol~ 2306.1 and referenced standard ANSI/TPI 1 dffactor.'.com GABLE 2x4 -- TOP CHORD 2 X 4 SPF No.2 ~oOT CHORD 2 X4 SPF No,2 THERS 2 X 4 SPF Stud DEFL tn [lOC t/deft IJd PLATES GRtP VertlLL 0,00 4 n/r 180 MT20 197/144 Vert TL 0.01 5 n/r 120 HorzfTLI 0 00 4 Wa nla Weight: 29 lb BRACING 3OT CHORD R~g~a cei.ng o~rec[¢y aodl~ed or 10-0-0 ac bracing. REACTtONS lb/size 2=292/7-~t-0,4=29271%0,7=38/7-11-0,8=45/7-11-0,6=457 1-0 ~ax H~2=-97(Ioed case 3) Max Uplift2.=-51 (load case 7), 4=-51 ¢oad case 8) Max Grav2=292(load case 1 I. 4=292 Icad case Il 7=75fload case 2t 8=90(load case 2), 6=901load case 2/ FORCES lb-MaxJmumCompression/MaximumTens~on TOP CHORD ~ -2=0/21.2-3=-250/45. 3-4=-250/45. 4-5=0/21 BOT CHORD 2~8=-22/151.7-8=-22/151.6-7=-22/151.4.6=-22/15- NOTES I This truss has been cnecked for uniform roof live ~oad only, except as note(~. 2) Wind: ASCE 7*02; 90mph; h=25ft; TCDL=6,0Pef; BCDL=O.0psf; Category II; Exp C; enclosed; MWFRS gable eno zone; cantilever left and right exposed; end vertical left and right exposed; porch left and dght exposed; Lumber DOL=1,00 plate grip DOL=1.00. 31 Truss designed !,or wind Ioa~ds Jn the ptan~ of the truss only. For studs exposed to wind (normal to the facel, see MiTek "Standard Gable End Detail' 4 This truss has been designed for a 10,0 per bottom choro [lve ~oa~ nonconcurrent with any oine 5) This truss requires plate inspectio9 per the Tooth Count Method when this truss is chosen for quality assurance inspection 6 Gable requires continuous bottom chord beanng, 71 Gable studs sr~aced at 2-0~0 cc. 8 Provide mechanical connec ion by o~ners of truss to bear ng plate capezio of w ~s and ng 51 b up Ct a o ~ 2 and 51 b up Ct a joint 4. 9 Beveled plate or shim required to provide full bearing surface with truss chord at oint(s 4. 10) This truss is designed in accordance with the 2003 International Building Code ~ection 2306,1 and referenced standard ANSFTPI LOAD CASE(S) Standard 0-7-12 3-1%8 SCLL 0 LUMBER SPADING 2~0-0 P~ates Increase 1.00 Rep Stress Incr YES Code IBC2003/TPI2002 X 4 SPF No.2 ( 4 SPF Stud CSI DEFL :- (Iocl /deft L/d PLATES GRIP TC 0.26 Vert(LL 0,01 2-6 >999 360 MT20 197/144 BC 0,18 Vert TL -0,02 2-6 >999 240 WB 0,0~ HorztTL) 0.00 4 n/a Wa BRACING TOP CHORD Structure wooa sneammg mrectly app ed or 6-0~0 cc purlins. SOT CHORD Rig~a cemng rJirecily applied or 10-0-0 oc oracmg REACTIONS iD/size) 2=352/0 3-8.4=352/0-3-8 i~ax H~rz 2=-97(Ioad case 3) Max Uolift2---104(load case 7) ,~=*'04(Ioad case 8) FORCES (Ib)-Maximurr Com~ression/Max~mumTens~on 1/97. 3-4=-311/97.4-5=0 23 L 4-6=-65 196 WEBS 3-6=-70/188 NOTES and right exposed; end ~ettica~ eft and right exposed; porch eft and right exposed; Lumber DOL=I ~00 p a e g p DOL= .00 3) This truss has been designed for a 10.0 ~f bottom chord live load nonconcurrent with any other Ii'~ loads. LOAD CASE(S) Standaro 'on www. dffactor-..com TOP CHORD 2 x 4 SPF No.2 BOT CHORD 2 X 4 SPF Nc 2 OTHERS 2 X 4 SPF Stu~] BRACING TOP CHORD S ructural wood sheathing directly applied or 6-0-0 ec purlins SOT CHORD R~gid cei ng directly apF ~ed or 10-0~0 oc bracincj $ 3=118/6-1-3.4=183/6-1-3 -611load case 3 FORCES gb) - Maximum Compression/Me.mum Tension TOPCHORD 1~2=-70/40.2~3=-70/21 BOTCHORD I-4=-14/32,3-4=-14/32 7/13