HomeMy WebLinkAboutFLOOR JOISTS & TRUSS SPECS - 13-00190-13-00193rE
orrl. ^I (r"R) "o:ill:Jliil iil [ #iSPACING ,;O;?
Plates lncrease ]'l;
Lumber lncrease t r-
Rep Stresslncr -,' *
Bl[""ib-CioognPtzooz
PLATES gllL"^
MT20 "vt
'Je
Weight: 102 lb FI =20"k
ilq"srsnB
llT".tLoo 2x4 DF l8ooF 1'6E
19?:lx["t iia or raoor t oE
qg.r.-t,I.""" -ux4
DF Stud/StdO I ntrno
REA.'.NS
ilil[li,,iigf'ji"''"'t'i1qiitrbldilJ'",:ffi,,p'=tri&'3;'lll!i?i"iirlil!3fi.'",,.=282(Lc
Tr.Jr"s. .*) Tx-g"rlir##ir,ll';:t*;::,33]i:'1"=?;J'"'",twhen
shown
,iwFRS (row.rise) sabre end zone;cant'ever
,* l:-':--":""-
*9.l};*#Nii**,*#***-..ry,*i*1*l:i:idii.
,,l?iid,,'",,1'*,.kLt"t;.tilll""rdancewilhthe200ernt
LOADCASE(S) Standard
RL:e'l:i'ffi
-4
Scale = 1 :45.3
r',10
SPACING 2.0-O
Plates Increase I.15
Lumber lncrease 1-15
Rep Stress Incr YES
Code lBC200g/TP12007
DEFL in (loc) t/deft L/o
Vert(LL) -0.19 H-l >999 360Vert(TL) -0.35 H-l >814 24A
Horz(TL) 0.09 F n/a nlaWind(LL) 0. 10 H-l >999 240
LOADING (pst)
TCLL 35.0
(Roof Snow=35.0)
TCDL 7.O
0.0BCLL
PLATES GRIP
MT20 220t195
Weight: 96 lb FT = 20%7
LUMBER
TOP CHORD 2x4 DF 1800F 1 .6E
BOT CHORD 2x4 DF 1800F 1.6E
WEBS 2x4 DF Stud/Std
BBACING
TOP CHORD Shealhed or 3- 1 0-6 oc purtjns.
BOT CHORD Rigid ceiling directly apptied or '10-0-0 oc bracrng.
recommends that Stabilizers and required cross bracinobe installed during truss erection, in accordance with StabilizerhstallationREACTIONS
FORCES (rb)
TOP CHORD
BOT CHORD
WEBS
NOTES
(lb/size) B=1361/0-5-8 (min. 0-1-8), F=i36i/0-5-8 (min. 0-t-B)Max Horz B=-77(LC 6)
Max UplittB=-372(LC 7), F=-372(LC B)
Max GravB=1376(LC 2), F=1376(LC 3)
- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when snown.B-J=-2825/555, C-J=-2659/556, C-D=-2352t468, D-E=-2352/468, E-K=-265g1557,F-K=^23257555
B,l=-59912599, H-t=-270/17 1 4, F-H=-435l2598
D-H=,1 09/793, E-H=-6641224, D-l=,.1 997793, C_t=_664t223
1) Wind: ASCE 7-05; 90mph; TCDL={.lpsi; BCDL=4.Zpsl; h=25Jt; Cat. lli Exp C; enclosed; MWFRS (tow-rise) gable end zone;canlleverleft and right exposed ; Lumber DOL=1.33 plate grip DOL=1.93
2) TCILI ASCE 7-05; Pl=S5.9 tt1 (flat roof snow); Category ll; Exp C; Fully Exp.; Ct= 13) Unbalanced snow loads have been considered for this design.4) This truss has been designed for greater of min rool live load ot 20.0 psf or 2.00 times flat root load of 35.0 pst on overhangsnon-concurrent with other live loads.
5) This truss has been designed lor a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) - This truss has been designed for a live load of zo.Opst on the bottom chord in all areas where a rectangle 3-6-0 lall by 2-0-0 wide will fitbetween the bottom chord and any other members.
7) Provide mechanical connection (by others) ot truss to bearing plale capable o{ withstanding 1 00 lb uplift at joint(s) except (jt=tb) 8=322,F=372.
8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPl 1.
LOADCASE(S) Standard
sers ixYx IB:0-0-10.Edqe]. [F:0-0-1u.Loq€
DEFL in {loc)
Vert(LL) -0.1 3 G
Vert(TL) -0.14 G
Horz(TL) 0.00 F
l/detl L/d
nh 120
nft 120
nla nla
PLATES GHIP
MT20 2201195
Weight: 45 lb FI = 20%
LOADING (Psf)
TCLL 35.0
(Roof Snow=35 0)
TCDL 7.O
BCLL O.O
a.nr 7.O
SPACING 2.0.O
Plates lncrease 1.15
LumberIncrease 1 15
Rep Stress Incr YES
Code IBC2009/TP12007
csl
TC 0.48
BC 0.26
wB 0.07
(Matrix)
LUMBEF
TOP CHORD 2x4 DF 1800F 1'6E
BOT CHORD 2x4 DF 1800F 1'6E
OTHERS 2x4 DF Stud/Std
REACTIONS All bearings 12-2-0
(lb) - Max Horz B=51(LC 5)
MaxUplifi err ,prinibolborlessatioinl(s) l'.J'HexceptB=-lJ9(!C7)'F=-186(LC8)
MaxGrav A'reactions250tbortessarjoinr(s) i"r"""ii'e-=+og(LC11i,F=469(LC11i,J=408(Lc2),H=408(LC3)
FOBCES (lb) Max. Con'p./Max Ten -Allforces250 (lb) orlessexceptwhenshown'
WEBS C-J=-360/1 10. E'H=-360/1 10
NOTES ^^l il. Evh .. 6h^t^carl t\twFtrs flow-rise) oable end zone; canillever
1\ Wind: ASoE 7-05: 90mph: fcDl=4.2pst: BCDL=4'2pSI'h_-25{t: Cal. ||: Exp C. enc|osed: MWFRS (low-rise) gable end zon(
,,;i:::%::il":"ti,i,'$;51[????t[-J:"i'Tl:lqqy"TJ.'io,.,,o,exposed,to,wmd.(normartotherace)'seestandardrnduslrvcable End Detarls as uop' "JU'", oi "Sntrllr qualrtied buildino desioner as per ANSI/TPl 1'
3) rcLL: ASCE 7-05: pr=gs o [i;jirat root ino*r' 9"i999y-!,"e-n c] Fullv Exp : ct- 1
;l ll[1,,rur,1":ty"iii:: !;:: i"1?::ff:?fi1"':Jiili"3ff:tJr 20 0 psr or 2 00 times frar roof road of 35 0 pst on overhanss
non-concurrent with other live loads'
Of baUf" i"qri*t continuous bottom chord bearing'
6i ?;:':,;:',.t;":r::i 3i3a13o"i; " 10.0 ps{ bottom :!:111"" road nonconcurrent with anv other rive roads.
9) . This truss has o""n ou.,gnid f,oia iive'toad ol 20-Opst on tie bottom chord in all areas where a rectangle 3-6-0 lall by 2-0-0 wide will fit
,rffit;||;tn""ff::ti:31i3:,1"1ruti,T"ffTff1'". to bearins prate capabre or wirhstandins 100 rb uprirt ar ioint(s) r, J, H except 0t=rb)
B=179, F=186.
11)ThistrussiSdesignedinaccordancewiththe20og|nternationalBuildingcodesection2306.landreJerencedstandardANSI/TP|1.
LOADCASE(S) Standard
BRACING
TOP CHORD
BOT CHORD
Sheathed or 6-0-0 oc Purllns
Rigid ceiling directly applied or'10-0-0 oc braclng'
, -2-0-0 , 6-1-0 , 12-2-0 14-2-0'2
Scale = 1:26.0
SPACING 2.O.0
Plates lncrease 1.15
Lumber lncrease 1.15
Rep Stress Incr YES
Code lBC2009/TP12007
DEFL in (loc) l/defl Ud
Vert(LL) 0-05 D-F >999 360
Vert(TL) -0.07 D-F >999 240
Horz(TL) 0.02 D nla nla
Wind(LL) 0.02 D-F >999 240
LoADING (psl)
TCLL 35.0
(Roof Snow=35.0)
TCDL 7.0
PLATES
MT2O
Weight: 42 lb
BRACING
TOP CHORD Sheathed or 6-0-0 oc purlins-
BOT CHORD Rigid ceiling direclly applied or 10-0-0 oc bracing
BCLL O.O FT =20%
LUMBER
TOP CHORD 2x4 DF 18OOF 1.6E
BOT CHOFID 2x4 DF 1800F 1.6E
WEBS 2x4 DF Studistd Mr lek recommends that Stabrltzers and requlred cross bractne
be installed during truss erection, in accordance wilh Stabilizer
REACTIONS
FOBCES (rb)
TOP CHOBD
BOT CHORD
NOTES
1) Wind: ASCE 7-05; 90mph;TCDL=4.2pst; BCDL=4.Zpsf; h=251t; Cat. ii; Exp C; enclosed; MWFRS (low-rise) gable end zone; cantilever
left and right exposed ; Lumber DOL=1.33 plale grip DOL=1.33
2) TCLL: ASCE 7-05; Pf=35.0 pst (flat roof snow); Category ll; Exp C; Fully Exp.;Ct= 1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater ot min roof live load ol 20.0 pst or 2-00 times flat roof load ot 35.0 psl on overhangs
non-concurrent with other live loads.
5) This truss has been designed lor a 1 0.0 psf bottom chord live load nonconcurrent wilh any other live loads.
6) t This truss has been designed for a live load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 lail by 2-0-0 wide will fit
between the botlom chord and any other members.
7) Provide mechanical conneclion (by others) of truss to bearing plate capable of withstanding 100 lb upli{t at joinl(s) except (jt=lb) 8=247,
D=247.
8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and re{erenced standard ANSI/TPl 1.
LoADCASE(S) Standard
(lb/size) B=765/0-5-8 (min. 0-1-8), D=765/0-5-8 (min. 0-1-8)
Max Horz B=51(LC 5)
Max UpliftB=-247(LC 7\, D=-247lLC 8)
Max Grav 8=776(LC 2), D=776(LC 3)
- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
B-G=-975l t 40, C-G=-895/1 55, C-H=-895/1 54, D-H=-97511 40
B-F =-9 4/845, D-F=-941845
Scale = 1:45.4
'l+
SPACING 2-O-O
Plates Increase i .'1 5Lumber Increase 1.15
Rep Stress Incr NO
Code lBC2009/TP12007
DEFL in (loc) t/defl L/dverr(Ll) -0.1 1 o nlr 120Vert(TL) -0.12 O n/r 120Horz(TL) 0.00 N n/a nta
LOADING (psf)
TCLL 35.0
(Roof Snow=35.0)
TCDL
BCLL
BCDL
LUMBEF
TOP CHORD 2x4 DF 1800F i.6E
BOT CHORD 2x4 DF 1800F 1_6EOTHERS 2x4 DF Srud/Std
REACTIONS All bearings 24-4-0.
(tb) - Max Horz B=-94(LC 8)
.0
.0
7
0
7
PLATES GRIP
MT20 220/195
Weight FT =20%
Maxuprift Ailuprift j0orborressaljoint(s) w,x,y,z,u,s,R,eexceptB=-.r65(LC7),AA=-181(1c11),P=_1 81 (LC 1 1 ), N=_1 82(LC 8)MaxGrav All reactjons250 lborlessatjoint(s) V,y,Z,AA,R,e,pexceptB=532(1C11),W=285(LC2),x=281 (LC 2), U=285(LC 3), S+81 iLC Sl, N=.sSzit_C r r I
-"---. --
I_OICJ-S (tb) - Yq1: Comp./Max. Ten. - Ail forces 250 (lb) or tess except when shown.WEBS G-W=-257/78,F-X=-252t83,t_U=-2s7i6,'J_S=_252t84
NOTES'1) wind: ASCE 7-05; 90mph; TCDL=4 2psf; BCDL={.!psf; h=251t; cat. ll; Exp c; enctosed; MWFBS (tow-rise) gabte end zone; canreverleft and right exposed ; Lumber DOL=1.33 plate grip DOL=1.g32) Truss designed lor wind loads in the plane' ot tn6 tiuss gnly: l:l s^lu-d-s exwsgf tg, y1! (normat ro the face), see srandard Inousrry^. 9:91" fl_pe]ayts as appticabte,.or consult quatified buiidiig oesrgner as per ANSt/Tpt 1.3) TCLL: ASCE 7-05;. Pf=35.0 pst (ftat roof snow); Caregory rr; "e ,p Cj rrlry eli.; Ci=" ;
' ' '
4) Unbalanced snow loads have been considered tor tnis deiign.
BFACING
TOP CHORD
BOT CHORD
1 9.0 psf or 2.00 ttmes flat roof load of 35.0 psf on overhanos5) This truss has been designed for greater of min roof live joao ornon-concurrent with other live loads.
6) Ail plates are 2x4 MTZ} unless otherwise indicaled.
1) 9ab!e requires continuous bottom chord bearing.8) Gable studs spaced at 2-0-0 oc.9) Ths truss has been desrgned for€ 10-0 psl bottom chord live road nonconcurrent w1h any other live loads.10) . This truss has been designed for a live load of 20.opsf on tnl Lttor
"noi;;;';ii;;;J;"re a recrangre 3-6-0 tar by 2-0-0 wjde wi,fit between the bottom chord and any olher members.1 1 ) Provide mechanical conn€clion (by others) of truss to bearing plate capable of withstanding 100 lb uplitt at joint(s) w, x, y, z, u,Q except 0t=lb) B=165, AA=tet, p=tAr, N=1ee.12) This truss is designed in accordance with the 2009 Inlernational Building code section 2306.1 and referenced standard ANSI/TPl i
LOAD CASE(S) Standard
Sheathed or 6-0-0 oc purlins.
Rigid ceiling directly apptied or 6-0-0 oc bracino
NOTES
13) Hanger(s)orotherconnectiondevice(s) shall beprovidedsulficienttosupportconcentratedload(s) 2051 lbdownand488 lbupat 0-2-12,2051 lbdownand488 lbupat'
2-4-iZ,'ZOSt tU Oo*n and 488 lb up ai'+-+-t2,2d51 lb down and 488 lb up at 6-4-12, 2041 lb down and 489 lb up at 8-4-12, 2041 lb down and 489 lb up at 10-4-12, 86 lb
downand2l lbupat 11-i0-4,86 jbdownand2l lbupat 12-4-12,2041 lbdownand4Sglbupat 14-4-12,.2041 lbdownand4S9 lbupat 16-4-12,2051 lbdownand4SSlb
uD at 18-4-12, arid zOst lb down and 488 lb up at 20-4-12, and 2051 lb down and 488 lb up al 22-4-12 on bottom chord. The design/selection of such connection device(s)
is the responsibility ol others.
LOADCASE(S) Slandard
1) Snow: Lumber Increase=1.15, Plate Increase=1.15
Unitorm Loads (plf)
Vert: A-D=-84, D-G=-84, A-G=-14
Concentraied Loads (lb)
Vert: 4=-2051 J=-86 l=-2041 H=-2051 K=-2041 0=-2051 P=-2051 0=-2051 R='2041 5=-86 T=-2041 U=-2051 V=-2051
Scale = 1:38.6
DEFL in (loc) l/defl
Vert(LL) -0.07 K-L >999
Vert(TL) -0.10 K-L >999
Horz(TL) 0.02 G nia
Wind(LL) 0.04 K-L >999
Ltd
360
240
n/a
240
SPACING 2-O-O
Plates Increase 1-15
Lumber Increase 1.15
Rep Stress Incr NO
Code 18C2009./TP12007
LOADING (psl)
TCLL 35.0
(Roof Snow=35.0)
TCDL
BCLL
BCD
7.0
0.0
7.0
PLATES GBIP
MT20 220/195
MT20H 165/146
Weight:352 lb FT = 20%
LUMBER
TOP CHORD 2xG DF SS
BOTCHORD 2x10DFSS
WEBS 2x4 DF Stud/Std "ExcePt.
W3: 2x4 DF 1800F 1 .6E
BRACING
TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracrng
BEACTIONS (lb/size) A=5082i0-5-8 (min. 0-2-12),G=gg24l0-5-8 (min 0-1-13), J=16624/0-5-8 (req 0-8-14)
Max Horz A=60(LC 7)
Max UpliftA=-1217(LC 7), G=-805(LC 8)' J='3908(LC 7)
Max GiavA=5166(LC 2), G=3408(LC 3)' J=16624(LC 1)
FOBCES (lb) - Max. Comp./Max Ten - All forces 250 (lb) oriessexceptwhen snown
iOFbHOAo' A-B=-5239/1200, B-M=-132l6e9, C-M='122t748. C-D=-1386/6108, D-E=-137716108'
E-N=-1 66/861, F-N='177 1812, F -G='51 61 11202
BoT cHoFD A-o=.1149/4856' L-o=.1149/4856, L.P=.1149/4856' P-Q=.]149/4856, K-Q=..1149/4856'
K-R=-6 1 7/23 1 . R-S=-O t ZIZOI , J'S=-6 1 7/23 1 , J-r ='722121 1 , lr =-722121 1 ' l-u=- 1 092/4788'
H-U=-1 092/4788 , H-V =-109214788' G-V=-1 092/4788
WEBSD-J=.4969/1163'E.J=-6465/1570,E.|=-1265/5423,F.1=-5438/1338'F.H=-810/3583'
c-J=-6597/1 601 , c-K=-1?93/5544, B-K=-5398/1 326, B-L='807/3571
NOTES'1 ) 2-olv truss to be connected together with 10d (0 1 31"x3") nails as follows:' Torchords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc'
Boitom chords connected as follows:2x10 - 2 rows staggered at 0-9-0 oc
Webs connected as tollows: 2x4 - 1 tow at 0-9-0 oc'
2)41 toadsareconsrderedequaltyappliedtoall plies,exceptif notedaslront(F) orback(B) facelnlheLOADCASE(S) section Plytoply-'
"onn".t,on"
nave been provided tb distribute only loads noted as (F) or (B), unless.otherwise indicated
sf Viind, ASCE 7-05; 90mph; TCDL=4-2psf; BCDL=4.zpsf ; h=25ft; Cal. ll; Exp C;enclosed; MWFRS (low-rise) gable end zone; cantrlever
left and righl exposed ; Lumber DOL=1.33 plate grip DOL,=1 33
+t icr-l: estf z-os; Pt=35.9 ott (flat rool snow); category ll; Exp C; Fully Exp ; Ct= 1
5l Unbalanced snow loads have been considered for lhis design'
et All olates are N,4T20 plates unless otherwise indicated'
7i ini! rrl* ni. been designed for a 1 0.0 psf bottom chord live load nonconcurrent with any other live loads
B) , This truss has been desrgned for a live loaci ot 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 lall by 2-0-0 wide will fit
between the bottom chord and any other members'
9) WARNING: Bequired bearing size at joint(s) J greater than input bearing srze'
ib) proviCe metal plate or equivalent at bearing(s) J to support reaclion shown'
11) provide mechanrcat connection (byothersiof truss to bearing plate capable ofwithstanding 100 lb uplitt atioint(s) excepl (it=lb) A=1217
, G=805, J=3908.
t z) itris truss is designed in accordance with rhe 2009 International Building code section 2306.1 and re{erenced standard ANS l/TP I 1 .
Continued on Page 2
Scale = 1:45.4
24-46-1 -0 I3:0-3-0.0-1 -81. lF;0-3-0 0-1.41 ll'-0
LOADING (psf)
TCLL 35.0
(Roof Snow=35.0)
TCDL 7.O
BCLL O.O
BCDL 7.0
SPAC|NG 2-0-0
Plates lncrease 1.15
Lumber Increase 1.15
Code lBC200g/TP12007
csl
TC 0.61
BC 0.28
wB 0.73
(Matrix)
DEFL in (loc) l/def I L/d
Ven(LL) 0.07 B-J >999 360
Vert(TL) -0.05 B-J >999 240Horz(TL) 0.01 F nla nla
Wind(LL) 0.01 J >999 z4O
PLATES GRIP
MT20 2?0/195
MTr 8H 220t195
Weight:105 lb Ff =20%
LUMBER
TOP CHORD
BOT CHORD
WEBS
1 800F 1.6E
1800F 1 .6E
Stud/Std
2x4 DF
2x4 DF
2x4 DF
BRACING
TOP CHORD Sheathed or 6-0-0 oc Durlins.BOT CHORD Rigid ceilng directly applied or 6-0-0 oc bracing
Mr lek recommends thal Stabilizers and required cross bracinobe installed during truss erection, in accordance with Stabilizei
rde.BEACTIONS (lb/size) 8=593/0-5-8 (min_ 0-1-8), t=]538/0-5-8 (min.0-1-10), F=593/0-5-8 (min.0,.t_8)Max Horz B=-94(LC 8)
Max UpliftB=-233 (LC 7), l=-275(LC 7), F=-p49(LC B)
Max GravB=684(LC 2), t=1538(LC 1), F=684(LC 3)
FORCES (lb) - Max. Comp.iMax. Ten. - Alt forces 250 (lb) or less except when shown.
TOP CHORD B-C=-664/97, C-D=-40t545, D-E=-26t545. E-F=_664/138
BOT CHORD B-J=-7 1 t529, l-J=-7 1 t529, H1=-29t529, F -H=_29t529
WEBS D-r=-8s9/185,E-t=-945t?31.C-t=-945t232
NOTES
1)Wind: ASCE 7-05; 90mph; TCDL=4.2psl; BCDL=4.2psf; h=251t; Cat. ll; Exp C; enclosed; MWFRS (low,rise) gabte end zone; canrrteverlett and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-05; Pt=35.0 psf (flat roof snow); Category il; Exp C; Fully Exp.:Ct= 13) Unbalanced snow loads have been considered for lhjs desion.4) This truss has been designed for greater of min rool live loa-d of 1 9.0 pst or 2.00 trmes flar roof load of 35.0 psf on overhangsnon-concurrent with other live loads.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10-0 psf bottom chord live load nonconcurrent with any other live loads.7) . This truss has been designed for a live load oJ 20.Opsf on the bollom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will litbetween the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss lo bearing plate capable of withstanding i00 lb upli{t at joint(s) except (jt=lb) 8=233,l=275. F=249.
9) This truss is designed in accordance with the 2009 Inlernational Building Code section 2306.1 and referenced slandard ANSI/Tpl 1.
LOAD CASE(S) Standard
JOU
13-020262 81 GE
I russ I ype
iABLE
JIY lrubY Ats tb.
lnh aa*aranna /nnrianrl\
I D :pdHYlbMv4Q?fYkN44EY
7.350 s Jul 1 0 201 2 MiTek Induslries, Inc. Wed Mar 27 09i1 :44 201 3 Paqe 1fZSzWml U-TdETrUTzXNcFeoJnN8vWkq34CwqxOM50xBrsONzWlxi
, -:2;00 I 6-1-9 I 12-2--0 ' 14-2-0' 2-O-O ' 6-1-0 -f- 6-1-0 -
Smle =. 1:26.0
tre offsets (x.Y): lB:0-3-0.0.1-81. IF:0-3-0.0-1-t
LOADING (psr)
TCLL 35.0
(Fool Snow=35.0)
TCDL 7.O
BCLL O.O
BCDL 7.0
SPACING 2-O.O
Plates Increase 1.15
Lumber lncrease 1.15
Rep Stress Incr NO
Code 1BC2009ffP12007
csl
TC 0.53
BC 0.30
wB 0.07(Marrix)
DEFL in (loc) l/defl L/d
Vert(LL) -0.'14 G n/r 120
Vert(TL) -0.14 G n/r 120
Horz(TL) 0"00 F n/a nla
PLATES GRIP
MT20 2201195
Weight: 48 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E
OTHERS 2x4 DF Slud/Std
BRACING
TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHOHD Rigid ceiling directly applied or 10-0-0 oc bracing
cross
be installed durino truss erection. in accordance with Stabilizer
REACTIONS All bearings .l2-2-0.
(lb) - Max HorzB=62(LC 7)
MaxUplitt All uplilt100 lborlessatjoint(s) J,HexceptB=-179(LC7),F=-190(LCB)
MaxGrav All reactions250 lborlessatjoint(s) lexceptB=473(1C11),F=473(1C11),J=405(LC2),H=405(LC3)
FOBCES (lb) - Max. Comp./Max. Ten. - All lorces 250 (lb) or less excepl when shown.
WEBS C-J=-360/118. E-H=-360/117
NOTES
1)Wind: ASCE 7-05;90mph;TCDL=4.2psf; BCDL=4.zpsf; h=25f1; Cat. ll; Exp C; enclosed; MWFRS (low-rise) gable end zone; carriilever
lett and right exposed ; Lumber DOL=1.33 plate grip DOL= 1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the {ace), see Standard lndustry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category ll: Exp C; Fully Exp.; Ct= 1
4) Unbalanced snow loads have been considered Jor this design.
5) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times llat roof load ot 35.0 psf on overhangs
non-concurrent with other live loads.
6) Gable requires continuous botton chord bear'ng.
7) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psl bottom chord live Ioad nonconcurrent with any other live loads.
9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
10) Provade mechanical connection (by others) ot truss to bearing plate capable of wiihstanding 100 lb uplitt at Joint(s) J, H except (jt=lb)
B=179, F=190.'1 1)This truss is designed in accordance with the 2009 lnternational Building Code section 2306.1 and relerenced standard ANSI/TPl 1.
LOADCASE(S) Slandard
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: A=-21 56(8) D=-2 1 56(B) I=-21 56(8) J=-21 56(8) K=-1 957(B) L=-i 957(B)
13-020262 BlGD
I russ r ype
lOlvtlt,4ON
JIY
2
IIGtsY APTS.
,ob Beference (oplional)
K Inouslnes, hc. Wed Mar 27 09:41:43 2013 P
Scale = 1:1 9.3
SPAC|NG 2-O-0
Plates Increase 1 .15
Lumber Increase 1 .1 5
Rep Stress Incr NO
Code lBC2009/TP12007
DEFL in (loc) t/deft
Vert(LL) -0.09 A-D >999
Vert(TL) -0.13 A-D >999
Horz(TL) 0.03 C nta
Wind(LL) 0.05 A-D >999
Ltd
360
240
nla
240
LOADING (psf)
TCLL 35.0
(Rool Snow=35.0)
TCDL
BCLL
LUMBEB
TOP CHORD
BOT CHORD
WEBS
7.0
0.0
7.0
PLATES GRIP
MT20 220fi95
Weight: 138 lb F7 = 20%
2x6 DF SS
2x10 DF SS
2x4 DF 1800F 1.6E
BRACING
TOP CHORD Sheathed or 5-5-1't oc ourlins.BOT CHORD Rigid ceiling directly apptied or 10-0-0 oc bracrng.
REACTIONS (lb/size) 4=7820/0-5-8 (min.0-4-3),C=sB4i/0-5-8 (min.0_3_2)
Max Horz A=.28(LC 8)
Max UpliftA=-i875(LC 7), C=-1318(LC 8)
I9ICI9_ 119) - Mq. Comp./Max. Ten. - A| forces 250 (tb) or tess except when shown.TOP CHOBD A-E=-1935572399, E-F=-1933172392,P'-F=-1029512395, B-c=-10298/2396, G-H=-i0331/2384, C-H=-10367/239lBOT CHORD A-l=-22s579649, t'J=-2?0s19649, D-J='22051964s, D-K=-22051s64s, K-L=-2205/9649, C-L=-zz0;tg64gWEBS B-D=-r 596767p1
NOTES
1 ) 2-ply truss to be connected together with 10d (0.131',x3',) nails as lollows:Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.Bottom chords connected as follows: 2xt 0 - 2 rows itaggered ai 0-4-0 oc.Webs connected as follows: 2x4 - i tow at O-9-O oc.2) Ali loads are.considered equally applied to all plies, except it noted as froit (F) or back (B) face in the LoAD CASE(S) section. pty to ply
. 9.o..nnectl,o!1have been provided to distribute only loads noled as (F) or (B), unless otherwise indicated.3) Wnd: ASCE 7-05; 90mph; TCDL=4 2psf; BCDL=4.2psl: h=25ft: Cat. lt; Exb C;enctosed; MWFRS (low_rise) gabte end zone; cantrteverleft and right exposed ; Lumber DOL= 1.33 plate grip DOL=1 .33
1) ICIL, ASCE 7-05; Pf=35.0 psf (flat roof snow); Caregory |; Exp C; Fu|y Exp.; Cr= 15) Unbalanced snow loads have been consjdered tor this desiqn.6) Thrs truss has been designed lor a 10.0 psf bottom chord lirie load nonconcurrent with any other lrve loads.7) . This truss has been designed for a live load of 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by z-0-0 wide will fitbetween the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable ol withstanding 1 00 lb uplift at joint(s) except (jt=lb) A=1 875,c=131 8.
9) This truss is designed in accordance with the 2009 lnternational Building Code section 2306.1 and referenced standard ANSt/Tpl 1.10) Hange(s) or other connection device(s) shall be provided sufficient tolupport concentrated load(s) 2.156 lb down and 526 tD up at0-2'12.2156lbdownand526 lbupat2'4-4,2156 lbdownand526 lbupat4-4-4,2i56 lbdownand526tbupat 6-4-4,and1957 lbdownand4l2lbupal 8-4-4'and'l957 lbdownand412lbupat'10-4-4onbottomchord. Thedesjgn/selectionotiucn.connecrrondevice(s) is the responsibility ot others.
LOADCASE(S) Standard
1) Snow: Lumber l'tcrease=1.15,
Unilorm Loads (pll)
Vert: A-E=,70, B-E=-84, B-H=-84, C-H=-70, A_C=-14
Continued on page 2
3-020262 B1
rruss type
COMMON
vLy
2
Job Reference (optional)
u zurz MileK hduslnes. Inc. Wed IWMIU.XF6iQoSi?IMXPUgPFit2I 1.4
Scale = 1:26.0
-0
te offsets (x.Y): [B:0-6-6,0-0.41. f D:0-6_6.0_0
LOADING (psf)
TCLL 35.0(Roof Snow=35.0)
TCDL 7.0
BCLL O.O '
BCDL 7.0
SPAC|NG 2-0-0
Plates Increase 1.15
Lumber Increase 1 ..15
Rep Stress Incr YES
Code lBC2009/TP12007
csl
TC 0.61
wB 0.09(Matrix)
DEFL in (toc) t/deflVert(LL) 0.05 D-F >999Vert(TL) -0.06 D-F >999
Horz(TL) 0.01 D n/aWind(LL) 0.01 D-F >999
Ud
360
240
nla
240
PLATES GRIP
MT20 220t195
Weight: 44 lb Fi = 20%
LUMBER
TOP CHORD
BOT CHORD
WEBS
REACTIONS
FOFCES (tb)
TOP CHORD
BOT CHOFD
NOTES
2x4 DF 1800F.1.6E
2x4 DF 1800F 1.6E
2x4 DF Stud/Std
(lb/size) 8=766/0-5-8 (min. 0-1-B), D=766/0-S-8 (min. 0-t-8)Max Horz B=62(LC 7)
Max UpliftB=-246(LC 7), D=-246(LC 8)Max GravB=775(LC 2), D=775(LC 3)
- Max. Comp./Max. Ten. - All forces 250 (lb) or less exceot when shownB-G=-839,1 17. C-G=.7431135. C.H=-7431135, D-H=-g3971 17B-F=-597639, D-F=-59/680
BBACING
TOP CHORD Sheathed or 6-0-0 oc purlins.BOT CHORD Rigid ceiling dlrectly applied or 6-0_0 oc bracing.
ek recommends that Stabitizers andEqGEETEsETEihibe installed during truss erection, in accordance with Stabilizeilnstallation ouide
1) Wlnd: ASCE 7-05; 90mph; TCDL=4.2psj; ECDL=4.Zpst; h=25ft; Cat. lt; Exp C; enclosed; MWFRS (low_rise) gable end zone; cantiteverlett and right exposed ; Lumber DOL=1.33 plate grip DOL=1.332) TCLL: ASCE 7-05; Pt=35.0 psf (flat roof snow); Caiegory il; Exp C; Fulty Exp.; Ct= 13) Unbalanced snow loads have been considered for this d'esion.4) This truss has been designed for greater of min roof live loa"d ot 1 9.0 psf or 2.00 times flat roof load of 3s.0 psf on overhangsnon-concurrent with other live loads.5) This truss has been designed toJ a 10.0 psf bottom chord live road nonconcurrent with any other rive roads.6) . This truss has been designed for a ljve load of 20.0psf on the bottom .i'oro in "ir ii"u. Jvhiere a rectangte 3-6-0 tall by 2-0-0 wide will fitbetween the bottom chord and any other members.7) Provide mechanical conneclion (by others) of truss lo bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=tb) 8=246,D=246.
8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and re{erenced slandard ANSI/rpl j.
LOADCASE(S) Standard
Scale = 1:67.8
Plates Increase 1.15
Lumber lncrease 1.15
Rep Stress Incr YES
Code lBC2009/TP12007
DEFL in (loc) t/deft L/dVert(LL) -0.48 J-K >945 360Vert(TL) -0.76 K-L >592 Z4O
Horz(TL) 0.21 H n/a nlaWind(LL) 0.17 K-L >999 Z4O
LOADING (psf)
TCLL 35.0
(Roof Snow=35.0)
PLATES GFIP
MT20 220t195
Weight: 174 b Ff = ?D%
TCDL
BCLL
LUMBEF
TOP CHORD
BOT CHORD
WEBS
REACNONS
FORCES (rb)
TOP CHORD
BOT CHOHD
WEBS
7.0
0.0
7
2x4 DF 1 800F 1 .6E
2x4 DF 1800F 1.6E
2x4 DF Stud/Std'Except*
W1 ,W2:2x4 DF 1800F 1.6E
B-L=-77s13s21 , L-O=-553/31 88, O-p=_553/31 88, K_p=_553/31 88 K-Q=-436/31 88,Q-R=-436/31 88, J-R=-436/31 88, H-J=-640/3821
E-K=-249 I 1 458, F-K=- 1 235/33 1, F-J=-7 1 /585. cC-L=-4721234
BBACING
TOP CHORD Shealhed or 3-0-3 oc purlins.
BO_T CHORD Rigid ceiling directly applied o( 8-4-12 oc bracrngWEBS 1 Row at midpr F-K. D-K
(lb/size) B=2155/Mechanical, H=2155/0-5-8 (min. 0-2-5)Max Horz B=-131(LC 8)
Max UpliftB=-s18(LC 7), H=-518(LC 8)
Max GravB=2170(LC 2), H=zj70(LC 3)
- Max. Comp./Max. Ten. - All lorces 250 (lb) or less except when shown.B-C=-4273t826, C-M=-3862/728, D-M=-36597739, D_E=-2703/564, E-F=_2703t564,F-N=-3659/739, G-N=-39627723, c -H= - 427 3t826
MiTek recommends that Stabilizers anO required-rGa b lmbe installed during truss erection, in accordance with Stabilizei
J=-4721234, D-K=
NOTES
1)Wind: ASCE 7-05; 90mph; TCDL=4-2pSJ; BCDL=4.zpsf; h=25ft; Cat. ll; Exp C; enctosed; MWFRS (tow_rise) gabte end zone; canlrever
8) Provide mechanjcal connection (by others) of truss to bearing plate capable of withstanding 1 0o lb upljft at joint(s) exceplH=51L B=51 8.
left and right exposed i Lumber DOL=1.33 ptate grip DOL=i.332) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category lt; Exp C; Fully Exp3) Unbalanced snow loads have been considered for this desiqn.4) This truss has been designed for greater of min root live loid of 1 9.0 pst or 2.00 times flat rooJ load of 35.0 psf on overhangsnon-concurrent with other live loads.
5) This truss has been designed tot a 1 0.0 psf bottom chord |ive load nonconcurrent with any other ljve loads.6) . This truss has been designed for a live load of 20.0psf on the bottom chord in all ar""s *here a rectangle 3-6-0 tall by Z-0-0 wide will fitbetween the bottom chord and any other members, wjth BCDL = 7.0Dsf.7) Fefer to girde(s) for truss to truss connections.
9) This truss is designed in accordance with the 2009 lnlernalional Building code section 2306.1 and referenced standard ANSI/Tpl
LOADCASE(S) Standard
. -2-O-O . 19-2-12 , 38-5-8 , 40-5-8 ,'2-O-O ' -O-O
Scale = 'l:67.8
SPACING 2-O-O
Plates Increase 1-15
Lumber Increase 1.15
Rep Stress Incr NO
Code lBC2009/TP12007
DEFL in (loc) l/defl L/d
Vert(LL) -0.13 W nlr 120
Vert(TL) -0.14 W nlr 120
Horz(TL) 0.01 V n/a nla
LoADING (psf)
TCLL 35.0
(Root Snow=35.0)
TCDL 7.0
BCLL
PLATES GRIP
MT20 220/195
Weighl:213lb FT =20%0.0
7.0
LUMBER
TOP CHORD 2x4 DF 1800F 1 .6E
BOT CHORD 2x4 DF 1800F 1.6E
OTHEFS 2x4 DF Stud/Std "Except.
ST9: 2x4 DF 1 800F 1 .6E
BRACING
TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
ers ano requrreo cross
be installed during truss erection, in accordance with Stabilizer
REACTIONS
(tb) -
All bearings 38-5-8.
Max Horz B=-131 (LC 8)
Max Uplifi All uplift 100 lb or less at joint(s) AH, AJ, AK, AL, AM. AN, AO, AF, AD, AC, AB, AA, Z, Y except
B=-1 32(LC 7), AP=-1 07(LC 1 1 ), X=-1 07(LC 1 1 ), V=-1 56(LC 8)
MaxGrav All reactions250 lborlessatjoint(s) AG,AL,AM,AN,AO,AP,AB,AA,Z,Y,Xexcept8=487(1C11),
AH=308(LC 2), AJ=2e8(LC 2), AK=SO5(LC 2), AF=308(LC 3), AD=Ze8(LC 3), AC=305(LC 3), V=487(LC 1 1)
- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
K-AH=-280/73, J-AJ=-270184, l-AK=-277180, M-AF=-280170, N-AD=-270185, O-AC=-277t80
FORCES (rb)
WEBS
NOTES
1) Wind: ASCE 7-05; 90mph;TCDL=4.zpsf; BCDL=4.2ps1; h=251t, Cat. ll; Exp C; enclosed; MWFHS (low-rise) gable end zone; cantilever
left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed lo wind (normal to the face), see Standard Industry
Gable End Delails as applicable, or consult qualified building designer as per ANSlffPl 1.
3) TCLL: ASCE 7-05: Pt=35.0 psf (flat roof snow); Category ll; Exp C; Fully Exp.;Ct= 1
4) Unbalanced snow loads have been considered {or this design.
5) This truss has been designed for grealer o.f min roof live load of 1 9.0 psf or 2.00 times flat roof load o{ 35.0 psl on overhangs
non-concurrenl with other live loads.
6) All olates arc 2x4Mf20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 2-0-0 oc.
9) This truss has been designed for a 10.0 psl bottom chord live load nonconcurrent with any other live loads.
10) - This truss has been designed tor a live load ol 20.Opsf on the bottom chord in all areas where a reclangle 3-6-0 tall by 2-0-0 wide will
fi1 between the botlom chord and any other members.
11)Providemechanical connection(byothers) o{trusstobearingplatecapableof wilhstanding 100 lbupliftatjoint(s) AH,AJ,AK,AL,AM,
AN, AO, AF, AD, AC, AB, AA, Z, Y excepl (jt=lb) B=132, AP=107, X=107, V=156.
12) Thjs truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPl 1.
LOADCASE(S) Standard
lndustries. hc.
lD :pdHYf bMyaQ?fYkN44E RqabJL
Scale = 1:61_l
- 131. IH:0-4-0.0-3-4A:0-9'12.0-0-11
DEFL in (loc) l/def I Lld
Vert(LL) -0.49 l-J >929 360
Vert(TL) -0.78 l-J >586 240
Horz(TL) 0.22 G n/a nla
Wind(LL) 0.18 I >999 240
SPACING 2-O-O
Plates lncrease 1 .15
Lumber lncrease 1,15
Rep Stress Incr YES
Code lBC2009/TP12007
LoADNG (psf)
TCLL 35.0
(Rool Snow=35.0)
TCDL 7,0
0.0
7.0
BCLL
PLATES
MT2O
Weight: 168 lb FT = 20%
BRACING
TOP CHORD Sheathed or 2-5-12 oc purlins.
BOT CHORD Rigid ceiling directly applied or 7-9-12 oc bracing
WEBS 1 Row at midpt E-1, C-l
LUMBER
TOP CHOBD 2X4 DF 18OOF 1 .6E
BOT CHORD 2x4 DF 1800F 1.6E
WEBS 2x4 DF Stud/Std -Except*
W].W2: 2x4 DF 1800F 1.6E MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation
REACTIONS
FORCES (rb)
TOP CHORD
BOT CHORD
WEBS
NOTES.1)Wind: ASCE 7-05; 90mph:TCDL=4.2pSJ; BCDL=4.2psf; h=25ft; Cat. ll; Exp C;enclosed; MWFRS (low-rise) gable end zone; cantilever
lelt and righl exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-05; Pf=35.9 pt1 (flat root snow); Category Ill Exp C; Fully Exp.: Ct= .1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5i - This truss has been designed for a live load ot 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit
belween the bottom chord and any olher members, with BCDL = 7.0psf.
6) Reier to girderis) for truss to truss connections.
Zy provide mechanical connection (by others) oI truss to beaflng plate capable of withstanding 100 lb uplifi atjoinl(s) except (jl=lb) 4=404,
G=403.
8) This truss is designed in accordance with the 2009 lnlernational Building Code section 2306.1 and referenced slandard ANSI/TPl 1.
LOAD CASE(S) Standard
(lb/size) A=1968/Mechanical, G=1969/0-5-8 (min. 0-2'2)
Max Horz A=-101 (LC 8)
Max UpiiftA=-404(LC 7), G=-403(LC e)
- Max. Comp./Max. Ten. - All lorces 250 (lb) or less except when shown.
A-8=-44841911, B-K=-3999/791, C-K=-381',1/801, C-D=-27631582, D-E=-27631583,
E-L= -37 64 t7 91, F -L=-3952t7 80, F-G=-4406/894
A-J=-880/4053, J-M=-608/3238, M-N=-608/3238, I-N=-608/3238, l-O=-502/3218,
o-P=-5021321 I, H-P=-502/321 8, G-H=-75913966
D-l=-?62/15O0,E-l=-12281347. E-H=-103/646, F-H=-5341262,C'l=-12511352, C-J=-1.121689,
B'J=-590/275
Scale = 1:57.8
vSt
I.;1
AP nH AG ln AE AD AC
DEFL in (loc) l/detl Ud
Vert(LL) nla - nla 999
Vert(TL) nla - nla 999
Horz(TL) 0.01 V n/a nia
SPACTNG 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr NO
Code lBC2009/TP12007
LOADING (psf)
TCLL 35.0
(Floof Snow=35.0)
TCDL 7,O
BCLL 0.0
PLATES GHIP
MT20 220t195
Weight:200 lb FT = 20%BCDL 7.O
LUMBEH
TOP CHOBD 2x4 DF 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std *Exceptt
ST9,ST8: 2x4 DF 1800F 1.6E
BRACING
TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals
BOT CHOHD Rigid ceiling directly applied or 10-0-0 oc bracing.
ek recommends that Stabrlrzers cross
be installed during lruss erection, in accordance with Stabilizer
lnstallation
REACTIONS(rb) -
FORCES (rb)
WEBS
All bearings 36-4-8.
Max Horz AP=-128(LC 8)
Max Uplifr All uplift 100 lb or less at joint(s) AP, Al, AJ, AK, AL, AM, AN, AE, AC, AB, AA, Z, Y, X, W, V except
AO=-136(LC 7)
Max Grav All reactions 250 lb or less at ioint(s) AP, AL, AM, AN, AO, AB, AA, Z, Y' X, W, V except AF=263(LC 3)'
AG=262(LC 2), Al=298(LC 2]}, AJ=Zq7\LC 2), AK=261 (LC 2), AE=2eO(LC 3), AC=291 (LC 3)
- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
l-At=-270l98, H-AJ=-269179, M- AE=-262197, N-AC=-263/79
NOTES
1) Wind: ASCE 7-05; 90mph;TCDL=4.2psf: BCDL=4.zpsf; h=25it; Cat. ll; Exp C; enclosed;MWFRS (low-rise) gable end zone;cant,lever
left and righl exposed ; Lumber DOL=1 .33 plate grip DOL= 1 .33
2) Trussdeligned{orwindloadsinlheplaneof thetrussonly. Forstudsexposedlowind(normal lolheface),seeStandardlndustry
Gable End Details as applicable, or consuit qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-05; Pl=35.0 ps{ (flat rool snow); Category ll; Exp Cl Fully Exp.;Ct= 1
4) Unbalanced snow loads have been considered tor this design.
5) All Dfates are 2x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Gable sluds spaced al 2-0-0 oc.
A) This truss has been designed lor a '1 0.0 psJ bottom chord live load nonconcurrent with any other live loads.
Sj . this truss has been deiigned for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
10) provide mechanical connection (by olhers) of truss lo bearing plate capable ot withstanding 100 lb uplift at loint(s) AP, Al. AJ, AK, AL,
AM, AN. AE, AC, AB, AA, Z, Y, X, W, V excepl (it=lb) AO=136.
1 1 ) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced slandard ANSI/TP | 1 .
LOAD CASE(S) Standard
Scale = 1 :61.1
SPACING 2-O-O
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code lBC2009/TP12007
DEFL in (loc) l/def I Lid
Ve'1(LL) -0.48 H-l >903 360
Vert(TL) -0.80 H-l >544 240
Horz(TL) 0.17 G n/a nla
Wind(LL) 0.14 c-H >999 240
LOADING (psl)
TCLL 35.0
(Root Snow=35.0)
PLATES GRIP
MT20 2201195
Weight: 175 lb FT = 20%
TCDL
BCLL
REACTIONS
FOBCES (rb)
TOP CHORD
7.0
0.0
7
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1 .6E
WEBS 2x4 DF Stud/Std -Except.
W?.W1:2x4 DF 1800F 1.6E
(lb/size) G=1839/0-5-8 (min. 0-2-0), K=2010/0-s-8 (min. 0-2-2)
Max Horz K=-101(LC 8)
Max Upliftc=-387(LC 8), K=-471(LC 7)
Max GravG=1846(LC 3), K=2010(LC 1)
- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
B-L=-2991/599, C-L=-2798t610,C-D=-2417t542,D-E=-2416/527.E-M=-3523t770,
F -M=-37 1 7 17 60, F -G=-41 06/ 847
BOT CHORD J-K=-62212664. l-J=-49412638. l-N=-46712940. N-O=-46712940. H-O=-467t2940.
BFACING
TOP CHORD Sheathed or 2-10-10 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt c-1, E-1, B-K
ek recommends lhat Stabilizers and reouired cross bracino
be installed during truss erection, in accordance with Slabilizer
Installation
G-H=-71713686
c)=-9991272, D-l=-23111239, E-l=-1233/350, E-H=-1291721, F-H=-509/253, B-K=-3245/868WEBS
NOTES
1)Wind: ASCE 7-05; 90mph;TCDL=4.2psf; BCDL=4.2psl; h=25f1; Cat. ll; Exp C; enclosed; MWFRS (low-rise) gable end zone; cantilever
lett and right exposed i Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-05; Pf=35.6 ptl (flat roof snow); Category ll; Exp Cl Fully Exp.; Ct= t
3) Unbalanced snow loads have been considered lor this design.
4) This truss has been designed lor a 1 0.0 ps{ bottom chord live load nonconcurrent wilh any other live loads.
5) . This truss has been designed for a live load of 20.Opsf on lhe bottom chord jn all areas where a rectangle 3-6-0 tall by 2-0-0 wide will til
between the bottom chord and any other members, with BCDL = 7.0psf.
6) Provide mechanical conneclion (by others) of truss to bearing plate capable of withstanding 1 00 lb uplift at joint(s) except (jt=lb) G=387,
K=471.
7) This truss is designed in accordance with the 2009 lnlernational Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOADCASE(S) Slandard
, 19-?-13 r ,T:s* rtJ-z- tz tJ-z-lz
Scale = 1:61,1
fo
AH AG AF AD AC AB
SPACING 2-O-O
Plates lncrease 1 ..15
Lurnber lncrease 1.15
Rep Stress Incr NO
Code lBC2009/TP12007
DEFL in (loc) l/dell Ud
Ve'1(LL) nla - ala 999
Vert(TL) n/a - nla 999
Horz(TL) 0.01 U n/a nla
LOADING (psf)
TCLL 35.0
(Rool Snow=35.0)
TCDL 7.0
BCLL O,O
BCDL
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E
OTHERS 2x4 DF Stud/Std.Except-
ST9:2x4 DF 1800F 1.6E
REACTIoNS Ali bearings 38-5-8.
(jb) - Max HorzA=101(LC 7)
PLATES GRIP
MT20 220/195
Weight:206 lb FT = 20%
BRACING
TOP CHORD Sheathed or 6-0-0 oc Durlrns.
BOT CHOBD Rigid celling directly applied or 10-0-0 oc bracing
ek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance wilh Stabilizer
MaxUpl'ft All uplifl 100 lborlessatjoint(s) A,AF,AH,Al,AJ,AK,AL,AM,AD,AB,AA,Z,Y,X,Wexcept
AN=-104(LC 7), V=-104(LC 8)
MaxGrav All reactions250 lborlessatioinl(s) A,AE,AJ,AK,AL,AM,Z.Y,X,W,UexceptAF=301(LC2),
AH=2e3(LC 2), Ar=2ez(LC 2), AN=310(LC 2), AD=301 (LC 3), AB=293(LC 3), AA=292(LC 3), V=31 O(LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - Ali forces 250 (lb) or less except when shown.
wEBS J-AF=-273/73,l-AH=-265/84, H-Al=-264180, L-AD=-273171, M-AB=-265/85, N-AA=-264/80
NOTES
1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.!psf; h=25ft: Cat. ll; Exp C; enclosed; MWFRS (low-rise) gable end zone: cantilever
lett and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of lhe truss only. For studs exposed lo wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPl 1.
3) TCLL: ASGE 7-05; Pf=35.0 psf (tlat roof snow); Category ll; Exp C; Fully Exp.; Ct= 1
4) Unbalanced snow loads have been considered for this design.
5) Ail olates are 2x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 2-0-0 oc.
8) This lruss has been designed for a 10.0 psl bottom chord live load nonconcurrent with any other live loads,
9) . This truss has been designed lor a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.'10) Provide mechanical conneclion (by others) of lruss to bearing plate capable of withstanding 100 lb uplift al joint(s) A, AF, AH, Al, AJ, AK
, AL, AM, AD, AB, AA, Z, Y, X, W except (it=lb) AN=1 04, V=1 04.
1 1 ) This truss is designed in accordance with the 2009 International Buildlng Code section 2306.1 and re{erenced standard ANSI/TPl 1 .
LOADCASE(S) Standard
Scale:3/16"=1'
SPAC|NG 2_0-0Plates increase 1 .']5Lumber Increase 1 .i 5Rep Stress Incr yES
Code lBC200g/Tpt2007
DEFL in (toc) tideflVert(LL) -0.48 t-J >907Vert(TL) -0.80 l-J >546Horz(TL) 0.17 c n/aWind(LL) 0.i 4 I-J >999
L/d
360
240
nla
240
LOADING (ps{)
TCLL 35.0(Roof Snow=35.0)
TCDL
BCLL
7_0
0.0
7.0
csl
TC 0.66
BC 0.77
wB 0.75
(Matrix)
PLATES GRIPMT20 220/1ss
weight: 179 lb FT = 2o/.LUMBEF
TOP CHORD 2x4 DF i800F t.6EBOT CHORD 2x4 DF 1800F 1.6EWEBS 2x4 DF Stud/Std .Except-
W Z,W 1 : Zx4 DF 1800F .1.6E
Sheathed or 3-2-4 oc DUrlins.Rigid ceiling directly applieo or 6_0_0 oc bracing'i How at midpl C_J. E_J, B-L
BRACING
TOP CHORD
BOT CHORD
WEBS
REACTIoNS (lb/size) c=2061/q5-B (min.0-2-3), L=2063/0-s_8 (min.0_2-3)Max Horz L=_150(LC 8)
Max Uprittc=_505(LC 8), L=_471(LC 7)Max crav c=2072(LC 3), L=2029(LC 2)
FORCES (lb) - Max. Como./Max..Ten. - All forces 2S0 (lb) or less except when shown.rop cHoRD A"B='2i3i25p.''-rr,r= sr rerser, c i= dsiitbloz. c-D=-2462ts31, D-E=_24621522,E-N=-34ss1722, F_N=-368 j/21 t, r c= ioqaliszBOT cHORD K_L=_5ss12712, K O= 46712756', o p=.i6)hisa. J.p=_+6712756,J-e=_39s/2es3,Q-R=_3997295r, t_F=-399/2953, c-l=-604l36 1 1WEBS c-J=-e65/26e, D-J=-224h274:E-l= rl-s8'*
"
E-r=_85/649, F_t=_4511227,8-L=_33567s57
NOTES
:]Hi'"i;{ii':{;!!;i!iil'l??b;1i?"il??l*';?,fB'Jl:1:g, "" ,; Exp c; encrosed: MWFRS (row.rise) sabre end zone;cantirever2) rcLL: ASCE 7-05; Pf=35 0 ?.1!!l ,oor snbw); clieg;irr;'e"p c; Fuly Exp.; cr= 13) Unbalanced snow loads have been considered for th-is disign.t' Ii.:JyX'ri3;ffil :ir'Jyffi! ror sreater or min ;"1 il;;*n or 1s.0 psr or 2.00 times rar roor road or s5.0 psr on overhangs
5) This lruss has been desioned lor a 10.0 psf bottom chord live load nonconcunent with any other rjve roads.6) " This truss has been o"J'o1*l:.i 1],'.""'i"t
-"i
,0.6;;n tn" oottor .rr"iJ i" .ir ",""1'ihuru " ,u.,ung," 3-6-0 talr by 2-0-0 wide wi, rirbetween the bottom chordlnd any other member", uJift, BCOL = 7.0psf.
"
'J-:;;i: mechanical connection (bv others) ot iirri'to tuuri"ng prare;apanre ot wirhstanding r o0 rb uprift at jo jnr(s) excepr (jt=rb) G=505,8) This truss is designed in accordance with the 2009 Internaiional Building code section 2306..1 and referenced standard ANSI/Tpl 1.LOADCASE(S) Standard