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
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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
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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