HomeMy WebLinkAboutTRUSS SPECS - 17-00379 - 2166 Summerfield Ln - New Kartchner SFR£Otl
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scala = 762.4
5x6 =
�.o — 5x8 = 5x8 =
Plate Offsets (X Y)
IB 0 8 0 0 061 IC 04 0 0-3-01
IG 04-0
0-3-01
IH 0-8-0 0 0 61
1804 0 0 3 Ol
IK 04 0 0 3 Ol
IL 0 4-0 0 3 01
ua
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
floc)
I/def!
L/d
PLATES GRIP
TCLL 35.0
Plate Grip DOL 1.15
TC
0.47
Vert(LL)
-0.30
K -L
>999
360
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC
0.57
Ven(TL)
-0.50
K -L
>871
240
BCLL 0.0 '
Rep Stress Incr YES
WB
0.29
Horz(TL)
0.16
H
n/a
We
BCDL 7.0
Code IRC2012TPI2007
(Me
Wind(LL)
0.11
K
>999
240
Weight:1741b FT=20%
LUMBER. BRACING -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.t&Btr or 2x4 DF -N 1800F 1.6E TOP CHORD
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD
WEBS 2x4 OF Stud/Std'ExcepP WEBS
W1,W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E
REACTIONS. (Ib/size) B=1899/0-5-8 (min. 0-2-0), H=1899/0-5-8 (min. 0-2-0)
Max Horz B=172(LC 12)
Max UpliftB=-372(LC 8), H=-372(LC 9)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD B -C=-3373/625, C -D=-3008/575, D -E=-2115/441, E -F=.2115/441, F -G=-3008/576,
G.H=-3373/625
BOT CHORD B.L=-637/2895, L -M=-428/2366, M -N=-028/2366, K -N=428/2366, K -O=-281/2366,
O -P=-281/2366, J -P=.281/2366, HJ=465/2895
WEBS E -K=-243/1307, F -K=-854/331, F.J=.98/508, G.J=-444/231, D -K=-854/331, D.L=-97/508,
C -L=-444/231
Sheathed or 3-1-11 oc purlins.
Rigid ceiling directly applied or 84-1 no bracing
I Row at midpt F -K, D -K
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation aulde.
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vu11=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)' 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 ft
between the bottom chord and any other members, with BCDL = 7.Opsf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (t=1b) B=372,
H=372.
6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks with fixed heels" Member and fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
ki1
Gable
Scale = 1:62.8
AIM AG AF AEAD AC AS AA 2 YX 3x6
3x6 - 3x6 --
LOADING (psf) SPACING- 2-0-0 CSI.
TCLL 35.0 Plate Grip DOL 1.15 TC 0.07
TCDL 7.0 Lumber DOL1.15 BC 0.02
BCU- 0.0 Rep Stress Ina YES WB 0.12
BCDL 7.0 Code IRC2012/TPI2007 (Matrix)
LUMBER -
TOP CHORD 20 DF 180OF 1.6E or 2x4 DF No.1&Btror 2x4 DF -N 180OF 1.6E
BOT CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.i&Btr or 2x4 DF -N 180OF 1.6E
OTHERS 2x4 DF Stud/Std 'Except'
DEFL. in (100) Wall Ud PLATES GRIP
VerfU-) -0.00 W n/r 120 MT20 220/195
Vert(TL) -0.00 W rdr 120
HOrz(TL) 0.01 V n/a n/a
BRACING-
TOPCHORD
BOTCHORD
WEBS
ST9,ST8,ST7: 2x4 DF i800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E
Weight: 220 lb FT = 20%
Sheathed or 6-0-0 oc pudins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
1 Row at midpt L -AG, K -AH, M -AF
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
REACTIONS. All bearings 37.0-0. Installation guide
(lb)- Max Horz B=172(LC 12)
Max ft All
lb
less at
Max Grraly All reactions 50rlb or less 0at Join (s) B, AG, H, AJ AK, AL, AM, AN, AO, APS, AF, AD, AC, A8, AA Z, Y,
X, V
FORCES. (lb) - Max, Comp./Max. Ten. • All forces 250 (lb) or less except when shown.
TOP CHORD K -L=57/250
NOTES.
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7.10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf, h=256; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1.
4) All plates are 1.5x4 MT20 unless otherwise Indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) • 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-M wide will fit
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s) B, AH, AJ, AK, AL, AM
AN, AO, AP, AF, AD, AC, AB, AA, Z, Y, X. V.
10) This truss is designed In accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
11) •Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
II
i
Scale =1:61.6
5X6 =
5X8 = 5z8 - 5x8
9-2-0 _ 18-6-0 27-8.12 36-9-0
9-2-0 9 9-2-4
i
Plate Offsets (X.Y)-
1B:0-8-0 0-0.61 [C:044.0-3-01,
fG•0-4-0
0-3-41
11'0-4.0 6-3-01
1J-.0-0-0 03-01
IK -.0-4-0 03-01
LOADING (pso
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
Wall
L!d
PLATES GRIP
TCLL 35.0
Plate Grip DOL 1.15
TC
0.54
Vert(LL)
•0.30
J -K
>999
360
MT20 220!195
TCDL 7.0
Lumber DOL 1.15
BC
0.60
Vert(TL)
•0.52
J -K
>848
240
BCLL 0.0 '
Rep Stress Incr YES
WB
0.29
Horz(TL)
0.16
H
n/a
n/a
BCDL 7.0
Code IRC2012rTP12007
(Matrix)
Wind(LL)
0.11
H•1
>999
240
I Weight: 172 lb FT=20%
LUMBER" BRACING -
TOP CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.l&Btr or 2x4 DF -N 1800F 1.6E TOP CHORD
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.l&Btr or 2x4 DF -N 1800F 1.6E BOT CHORD
WEBS 2x4 OF Stud/Std'Excepr WEBS
W2,W1,W3: 2x4 DF 1800F 1.6E or 2x4 DF NO.I&Btr or 2x4 DF -N 1800F 1.6E
REACTIONS. (Ib/size) B=1897/0-5-8 (min. 0-2-0),H=1785/Mechanical
Max Hoa B=181(LC 12)
Max UpliftB=372(LC 8), H=.336(LC 9)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD B.0=-33701624. C-0=30091577, D -E=.2110/441, E -F=-2108/441, F -G=-2981/575,
G.H=.3322/622
BOT CHORD B -K 644/2892, K -L=437/2361, L -M=437/2361, J -M=437/2361, J -N=-287/2349,
N-0=-287/2349,1-0=-287/2349, H-1=477/2864
WEBS C -K=-4421231, D -K=.99/513, D -J=-853/331, E -J=-244/1304, FJ=.847/329, F -I=-103/511,
G-1=-441/232
Sheathed or 3-0.7 oc pudins.
Rigid ceiling directly applied or 8-33 oc bracing
1 Row at midpt DJ, F -J
MITek recommends that Stabilizers and required cross bracing
be Installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7.10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live bad nonconcument with any other live loads.
4) • 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, with BCDL = 7.Opsf.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=372,
H=336.
7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANStlTPI 1.
8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
BMC WEBT (IgAHg Fa LU), 10MU FALLa, le 834Ux
5x6 =
Scale=1:62.4
3x8 = 3x6 =
AN AM AL AK AI AI AH AG AF AE AD ACAS AA Z Y X W V
3x6 = 3x6 =
LOADING (psf,
TCLL 35.0
TCDL 7.0
BCLL 0.0
BCDL 7.0
LUMBER -
TOP CHORD
BOTCHORD
OTHERS
SPACING-
Nss
Nss ype
1.15
y xARTCHNER SF3B11 HUNTINGTON
1.15
17-0T8001T
A06
'Roof Spedal Sulxxxted Gade
�ary
1 1
Job Reference(opeona0
_. J
BMC WEBT (IgAHg Fa LU), 10MU FALLa, le 834Ux
5x6 =
Scale=1:62.4
3x8 = 3x6 =
AN AM AL AK AI AI AH AG AF AE AD ACAS AA Z Y X W V
3x6 = 3x6 =
LOADING (psf,
TCLL 35.0
TCDL 7.0
BCLL 0.0
BCDL 7.0
LUMBER -
TOP CHORD
BOTCHORD
OTHERS
SPACING-
2-0-0
Plate Grip DOL
1.15
Lumber DOL
1.15
Rep Stress Ina
YES
Code IRC2012/TP12007
36-9-0
36-9-0
CSI.
DEFL
in
(loc)
Well
Wd
TC 0.07
Vert(LL)
-0.00
A
n/r
120
BC 0.03
Vert(TL)
0.00
A
n/r
120
WB OAS
Horz(TL)
0.01
U
n/a
n/a
(Matrix)
BRACING -
2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800F 1.6E TOP CHORD
2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E BOT CHORD
2x4 OF Stud/Std *Except* WEBS
ST9,ST8,ST10,ST11: 2x4 OF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E
PLATES GRIP
MT20 220/195
Weight:218lb FT=20Y
Sheathed or 6-0-0 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing
1 Row at micipt K -AE, J -AF, L -AD
MiTek recommends that Stabilizers and required cross bracing
be Installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 36-9-0.
(lb)- Max Horz B=t81(LC 12)
Max Uplift All uplift 100 Ib or less at joint(s) B. AF, AH, Al, AJ, AK, AL, AM, AN, AD, AB, AA, Z. Y. X, W. V
Max Grav All reactions 250 Ib or less st joints) B, AE, AF, AH, AI, AJ, AK, AL, AM, AN, AD, AB, AA, Z, Y, X, W,
V. U
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psh BCDL=4.2psh h=25ft; Cat. Il; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 1.5x4 MT20 unless otherwise Indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for 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 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, AF, AH, At, AJ, AK,
AL, AM, AN, AD, AB, AA, Z. Y, X, W. V.
10) This truss is designed In accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
fl
Girder I1
9x12 MT18H 11
1i
4x1211 12x16 MT18H= 4x1211 8x12 MT20HSO
LOADING (psf)
SFACING. 2-0-0
Lid
CSI.
GRIP
H-1
TCLL 35.0
TCDL 7.0
Plate Grip DOL 1.15
Lumber DOL
MT20
TC 1.00
H -I
DEFL. in
Vert(LL) -0.23
BCLL 0.0 '
1.15
Rep Stress Incr NO
165/146
BC 0.85
WB 0'81
n/a
>999
Vert(TL) -0,37
SCOL 7.0
Code IRC2012/TPI2007
(Matrix)
Horz(TL) -0.09
FT=20%
Wind(LL) 0.12
LUMBER.
TOP CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1&Btr
or 2x4 DF
BOT CHORD 2x8 DF 1950F 1.7E or 2x8 OF SS
-N 180OF 1.6E
TOP CIHORD
WEBS 2x4 OF 1800F 1.6E or 2x4 DF No.1&Btr
or 2x4 DF -N 1800F 'Except'BOT
CHORD
W2: 2x4 OF Stud/Std
IBE
WEDGE
Left: 2x6 DF 1800F 1.6E or SS, Right: 2x6 OF 1800F 1.6E or SS
REACTIONS. (Ib/size) F=10018/0-5-8 (min. 055), 8=9989/0-5-8 (min, 0-5-5)
Max Harz F=203(LC 7)
Max UpliftF=-1931(LC 9), B=-1907(LC 8)
(loo)
I/defi
Lid
PLATES
GRIP
H-1
>999
360
MT20
220/195
H -I
>697
240
MT20HS
I
165/146
B
G -H
n/a
>999
n/a
240
MT16H
220/195
Weight: 273 lb
FT=20%
Sheathed.
Rigid ceiling directly applied or 10-0-0 oc bracing
FORCES. (Ib) - Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown.
TOP CHORD B -C=-14336/2749, C-0--9747/1935, D -E=-9748/1934, E -F=-14394/2764
BOT CHORD BJ= -2166/11662, J -K=-2166/11662, 1-K=-2166/11662, I -L=-2166/11662, L -M=-2166/11662,
M -N=-2166/11662, H -N=-2166/11662, H-0=-2299/11712, O -P--2299/11712, P -Q--2299/11712,
G -Q=-2299/11712, G -R=-2299/11712, R -S=-2299/11712, F -S=-2299/11712
WEBS D -H=-1996/10217, E -H=-449911011, E -G=-906/4909, C -H-
-4438/997, C -I=-891/4845
NOTES.
1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 -1 row at -0.4_0
".
Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 cc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 cc.
2) All loads are considered equally applied to all plies, except it noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)-91mph; TCDL=4.OL=1.33 plate grip DOL=1.332psf; BCDL=4.2psf, h=25ft; Cat. 11; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber D
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 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.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=11b) F=1931,
B=1907.
9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
11) Use Simpson Strong -Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 cc max. starting at 2-0-12 from the left end
to 20-0-12 to connect truss(es) A04 (1 ply 2x4 DF -N or DF) to back face of bottom chord.
12) Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
Continued on page 2
Scala: 1/4"=1'
2
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase= 1.15, Plate Increase= 1.15
Uniform Loads Pin
Vert: A -D=-84, D -F=-84,8-1`=-14
Concentrated Loads (Ib)
Vert: B=-96 J=-1771(8) K=-1771(8) L=-1771(8) M=-1771(8) N=-1771(8) 0=-1771(8) P=-1771(8) Q=-1771(8) R= -1771(B) S=-1771(8)
d�
Scale =1:41.7
45 =
3x4= 5.6= """—
24-0-0
)o
Plate Offsets (X Y)--
[H:0-3-0,0-3-01
LOADING (pat)
SPACING-
2-0-0
CSI.
DEFL.
in
floc)
I/def!
L/d
PLATES GRIP
TCLL 35.0
Plate Grip DOL
1.15
TC 0.43
Vert(LL)
-0.12
1
>999
360
MT20 220/195
TCOL 7.0
Lumber DOL
1.15
BC 0.43
Vert(TL)
-0.24
F -H
>999
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.30
Hoa(TL)
0.07
F
n/a
n/a
BCDL 7.0
Code IRC2012ITP12007
(Matrix)
Wind(LL)
0.06
B-1
>999
240
Weight: 9616 FT=20%
LUMBER -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.i&Btr or 2x4 DF -N 1800F 1.6E
WEBS 2x4 DF Stud/Std
REACTIONS. (Ib/size) B=1263/0-3-8 (min. 0-1-8),F=1263/0-3-8 (min. 0-1-8)
Max Ho¢ B=-96(LC 13)
Max UpliftB=-255(LC 8), F=-255(LC 9)
FORCES. (lb) - Max, Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD B -C=-2379/446, C -D=-2038/393, D -E=-2038/394, E -F=-2379/446
BOT CHORD B -1=435/2107.H -I= -180/1377,F -H=-339/2107
WEBS D -H=-156/676, E -H=.528/244, D.I=.156/676, C -I=-528/244
BRACING -
TOP CHORD Sheathed or 3-11-14 oc puffins.
BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
I
installed during truss erection, In accordance with Stabilizer
Installation guide,
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. !I; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)' 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 ft
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=115) B=255,
F=255.
6) This truss is designed in accordance with the 2012 International Residential Code sections R502A 1.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7)'Semi-rigld pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss.
LOAD CASE(S) Standard
_... --
�6--_ N33--�Twas
YT -Pe -
�Y -Ply
TOP CHORD Sheathed or 6-0-0 oc purlins.
KARTCHNER SF3a11 HUMINGTON - --
I1707880/T �CO3
IConvnon SuppwW Gable �1
1
LOADING (psf)
l
CSI.
DEFL.
In
Job Reference (optional)
Scale=1:41.7
4x5 =
3x4 - V U T 5 R O P O N 3x4 =
5x8 ='
Plate Offsets (X.YI-
[P;0-3-0,0-3-01
TOP CHORD 20 OF 1800F 1.6E or 2x4 OF No.1&Bb or 2x4 DF -N 1800F 1.6E
TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1&Bir or 2x4 DF -N 180OF 1.6E
BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
OTHERS 2x4 OF Stud/Std---
MiTek recommends that Stabilizers end required cross bracing
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
In
(loc)
gdefi
Lld
PLATES GRIP
TCLL 35.0
Plate Grip DOL 1.15
TC 0.13
Vert(LL)
0.00
M
nlr
120
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.06
Vert(TL)
0.01
M
n/r
120
BCLL 0.0
Rep Stress Incr YES
WB 0.07
Horz(TL)
0.00
L
n/a
n1a
BCDL -ZO_-
Code IRC20121TP12007
(Matrix)
Weight: 107 Ib FT=20%
LUMBER-
BRACING -
TOP CHORD 20 OF 1800F 1.6E or 2x4 OF No.1&Bb or 2x4 DF -N 1800F 1.6E
TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1&Bir or 2x4 DF -N 180OF 1.6E
BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
OTHERS 2x4 OF Stud/Std---
MiTek recommends that Stabilizers end required cross bracing
be Installed during truss erection, In accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 24-0-0.
_ -----
(Ib) - Max Horz B=-96(LC 9)
Max Uplift All uplift 100 Ib or less at joint(s) B, S, T, U, 0, P. O, L except V=A 18(LC 8), N=-118(LC 9)
Max Grav All reactions 250 lb or less at joint(s) R, S, T, U. 0, P. O except B=269(LC 1), V=375(LC 19), N=375(LC
20), L=269(LC 1)
FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown.
WEBS C -V=.299/137, K -N=-299/136
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7.10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psh, BCDL-4.2psF h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-M oc.
7) This truss has been designed for a 10.0 psf bottom chord live load noncencument with any other live loads.
8)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B. S. T. U, 0, P. O, L
except Qt=1b) V=118, N=118.
10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B.
11) This truss Is designed In accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
12) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
I
Common
4x5 =
4x8 II 1.5x4 II 4x8 II
M
Scale =1:25.9
Plate Offsets(X,Y)--
16:0-3-8.Edgel. 10:0-3$Edoel
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loo)
I/dell
L/d
PLATES GRIP
TCLL 35.0
Plate Grip DOL 1.15
TC 0.34
Ven(LL)
-0.03
B -F
>999
360
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.21
Vert(TL)
-0.06
B -F
>999
240
BCLL 0.0 '
Rep Stress Incr YES
WB 0.09
Horz(TL)
0.01
D
n/a
n/a
BCDL 7.0
Code IRC2012/rP12007
(Matrix)
Wind(LL)
0.03
B -F
>999
240
Weight: 4416 FT=20%
LUMBER -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.l&Btr or 2x4 DF -N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E
WEBS 2x4 DF Stud/Std
WEDGE
Left: 2x4 OF Stud/Std, Right: 2x4 OF Stud/Std
REACTIONS. (Ib/size) 8=643/0-5-8 (min. 0-1-8), 0=643/0-5-8 (min. 0-1-8)
Max Horz B=-117(LC 6)
Max UpliftB=-130(LC 8), D=-130(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD B -C=-636/119, C -D=-636/119
BOT CHORD B -F=-30/402, D -F=-30/402
BRACING -
TOP CHORD Sheathed or 6-0-0 oc pudins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
4)' 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.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=1b) 8=130,
D=130.
6) This truss Is designed In accordance with the 2012 International Residential Cade sections R502.11.1 and R802.10.2 and referenced
standard ANSI1TPI 1.
7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
002 Ceimnn euppaxed Gable
4x5 =
3x8 I I " 3x4
3x8 11
LOADING (ps,SPACING-
2.0-0
TCLL
35.0
Plate Grp DOL
1.15
TCDL
7.0
Lumber DOL
1.15
BCLL
0.0
Rep Stress Incr
YES
BCDL
7.0
Code IRC2012rfP12007
CSI.DEFL. In (loo) gdefl Ud
TC 0.07 Vert(LL) -0.00 1 n/r 120
BC 0.03 Vert(TL) -0.00 1 nir 120
WB 0.04 HOrz(TL) 0.00 H n/a n1a
(Matrix)
LUMBER- - —
TOP CHORD 2x4 DF 1800E 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 OF No.1 &Btr or 2x4 DF -N 180OF 1.6E
OTHERS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std, Right: 2x4 OF Stud/Std
REACTIONS. All bearings 11-4.0.
(lb)- Max Hom B=-117(LC 6)
Max Uplift All uplift 100 Ib or less at Joint(s) B, H. M, N. K. J
Max Gmv All reactions 250 Ib or less at Joint(s) B, H, L. M, N. K, J
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
Scale =127.5
[3
PLATES GRIP
MT20 220/195
Weight: 53 lb FT=20%
BRACING- - -- -
TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabitizere and required cross bracing
be Installed during truss erection In accordance with Stabilizer
.,installation guide_
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7.10; Vui1=115mph (35econd gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed : Lumber DOL=1,33 plate grip DOL=1.33
3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 1.5x4 MT20 unless otherwise Indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads.
8) • 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.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at Joints) B, H. M, N, K, J.
10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2
standard ANSIend referenced
1.
11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss.
LOAD CASE(S) Standard
4x511 Scale =1:15.6
C j
2x4 - 1.5x4 I;
Plate Offsets (X Y) -
L=-2-8,0-1-121
LOADING (Pat)
SPACING-
2.0-0
CSI.
I DEFL
in
(loc)
Vdefl
Ud
PLATES GRIP
TCLL 35.0
Plate Grip DOL
1.15
TC 0.51
Vert(LL)
-0.05
B -D
>999
360
MT20 220/195
TCDL 7.0
Lumber DOL
1.15
BC 0.21
Vert(TL)
-0.10
11-D
>841
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(TL)
-0.00
C
Na
n/a
BCDL 7.0
Code IRC2012rrP12007
(Matrix)
Wlnd(LL)
0.00
B
••••
240
Weight: 21 lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 OF 1800F 1.6E or 2x4 DF NoA&Bb or 2x4 DF -N 1800E 1.6E TOP CHORD
BOT CHORD 2x4 DF 1800E 1.6E or 2x4 DF No.i&B(r or 2x4 DF -N 1800F 1.6E BOT CHORD
WEBS 2x4 DF Stud/Sid
REACTIONS. (lb/size) C=224/Mechanical, D=39/Mechanlcel, B=385/0-3-8 (min. 0.1-8)
Max Horz B=103(LC 4)
Max UpliftC--104(LC 8), 8=-102(LC 4)
Max GmvC=224(LC 1), D=95(LC 3), 8=385(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown
Sheathed or 5-10.8 oc pudins, except end verticals.
Rigid ceiling directly applied or 10.0-0 oc bracing. 11
MTek recomrnerids that §iabllizers end required cross bracing
be installed during truss erection, In accordance with Stabilizer
Installation guide. _..... _—_--.__._.
NOTES -
1) Wind: ASCE 7-10; Vult-115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable and zone; cantilever left and right exposed: Lumber DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) C=104,
B=102.
6) This truss Is designed In accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
8) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n.
LOAD CASE(S) Standard
Truss Truss Type
17-078604T Em GE Mompitch Structural Gable
7
fiMCWifsf IDAHOFALLSj, 1bmo FALLS, IGa3402 __-
4x5 11
2x4 = 1.5x4 II
Id
Scale= 1:15.6
Plate Offsets (X.Y)-
rC:0-2-8.0-1-121
LOADING (psf)
SPACING-
2-0-0
CSI.
1 DEFL, in
(loc)
Vde6
Ud
PLATES
GRIP
TCLL 35.0
Plate Grip DOL
1.15
TC 0.51
Vert(LL) -0.05
B -D
>999
360
MT20
220/195
TCDL 7.0
Lumber DOL
1.15
SC 0.21
Vert(TL) -0.10
B -D
>641
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(TL) -0.00
C
n/a
n/a
BCDL 7.0
Code IRC20127rP12007
(Matrix)
Wind(LL) 0.00
B
"'"
240
Weight: 21 lb
FT=20%
LUMBER- BRACING•
TOP CHORD 2x4 DF 1800F 1.8E or 2x4 DF No.t&Btror 2x4 DF -N 1800F 1.6E TOP CHORD
BOT CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1&Blror 2x4 OF -N 1800F 1.6E BOT CHORD
WEBS 2x4 OF Stud/Std
REACTIONS. (Ib/size) C=224/1VIechanical, D=39/Mechanical, B=385/0-3-8 (min. 0.1-8)
Max Horz 8=103(LC 4)
Max Upl1ftC=-104(LC 8), B=-102(LC 4)
Max Grav C=224(LC 1), D=95(LC 3), B=385(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
Sheathed or 610-8 oc purlins, except end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing j
be Installed during truss erection, In accordance with Stabilizer J
Installation guide. _
NOTES -
1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCOL=4.2psf; BCDL-4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)' 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 Bt
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) C=104,
B=102.
6) This truss is designed In accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
7) "Semi-rigid pltchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
8) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n.
LOAD CASE(S) Standard
Scale =1:15.4
2X4 = 1.5x4 ll
LUMBER -
TOP CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.1 &Bir or 2x4 DF -N 1800F 1.6E
BOT CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.1 &Bb or 2x4 DF -N 1800F 1.6E
WEBS 2x4 OF Stud/Std
REACTIONS. (Ib/size) E=469/Mechanical, B=161/0.3.8 (min. 0.1 -8)
Max Horz B=100(LC 4)
Max UpliftE=-180(LC 5), B=-36(LC 4)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD C -E=448/193
BRACING -
TOP CHORD Sheathed or 3-3-12 oc pudins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
rMiTek recommends that Stabilizers and required cross bracing 1.
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES -
1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)' 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-M wide will Bl
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B except (jt=1b) E=180.
6) This truss is designed In accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss.
LOAD CASE(S) Standard
3-12
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL
in
(loc)
I/deb
L/d
PLATES GRIP
TCLL 35.0
Plate Grip DOL
1.15
TC 0.49
Vert(LL)
-0.00
B-E
>999
360
MT20 220/195
TCDL 7.0
Lumber DOL
1.15
BC 0.05
Vert(TL)
-0.01
B-E
>999
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Hoa(TL)
0.00
n/a
n/a
I
BCDL 7.0
Code IRC2012/TPI2007
(Matrix)
Wind(LL)
0.00
B
""
240
1 Weight: 16 lb FT=20%
LUMBER -
TOP CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.1 &Bir or 2x4 DF -N 1800F 1.6E
BOT CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.1 &Bb or 2x4 DF -N 1800F 1.6E
WEBS 2x4 OF Stud/Std
REACTIONS. (Ib/size) E=469/Mechanical, B=161/0.3.8 (min. 0.1 -8)
Max Horz B=100(LC 4)
Max UpliftE=-180(LC 5), B=-36(LC 4)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD C -E=448/193
BRACING -
TOP CHORD Sheathed or 3-3-12 oc pudins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
rMiTek recommends that Stabilizers and required cross bracing 1.
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES -
1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)' 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-M wide will Bl
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B except (jt=1b) E=180.
6) This truss is designed In accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss.
LOAD CASE(S) Standard
umc rvca r lrvwru Howl. ruwty rvuw, ru
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ID:QP1efQbbwf0E0dtuuhk4ibzl NpBe9gBk CQLGnb 619EFCE iFU1OYzhJQB DIM_Wz .R
Scale =1:10.5
2x4 - 1.5x4 11
LOADING (psf)
mss
yT —
DEFL. In (lac)
y
KARTCHNER SF3611 HUNOTON
NTI
17A785U1T
E03
Morroplttlr
$
t
B-E
>999
380
TCDL 7.0
Lumber DOL 1.15
BC 0.05
Job Reference (optional)
umc rvca r lrvwru Howl. ruwty rvuw, ru
aM'&1152015 mrak Inxweaes, era Thu J010510:14:262017 Page
ID:QP1efQbbwf0E0dtuuhk4ibzl NpBe9gBk CQLGnb 619EFCE iFU1OYzhJQB DIM_Wz .R
Scale =1:10.5
2x4 - 1.5x4 11
LOADING (psf)
SPACING• 2-0-0
CSI.
DEFL. In (lac)
I/deg
L/d
TCLL 35.0
Plale Grip DOL 1.15
TC 0.10
Vert(LL)
-0.00
B-E
>999
380
TCDL 7.0
Lumber DOL 1.15
BC 0.05
Vert(TL)
-0.01
B-E
>999
240
BCLL 0.0 '
Rep Stress Incr YES
WB 0.00
Hoa(TL)
0.00
n/a
n/a
BCDL 7.0
Code IRC20121TPI2007
(Matrix)
Wind(LL)
0.00
B
' "
240
LUMBER -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 OF No.1&Bir or 2x4 DF -N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 OF No.1&Bir or 2x4 DF -N 1800F 1.6E
WEBS 2x4 DF Stud/Std
REACTIONS. (Ib/size) E=131/Mechanical, B=268/0-3-8 (min. 0-1-8)
Max Hoa B=68(LC 4)
Max UpliftE=48(LC 8), B=-85(LC 4)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
PLATES GRIP
MT20 220/195
Weight: 12 lb FT=20%
BRACING -
TOP CHORD Sheathed or 3-3-12 oc puriins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
rMffek recommends that Stabilizers and required cross bracing
be Installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES -
1) Wind: ASCE 7.10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psh BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MW FRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL -1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at)olnt(s) E, B.
6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASES) Standard
17-0786047 IE04 1 MonopltM SUppaktl Gable
33 3412 I 24
2X4 = 1.5x4 II
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
In
(loc)
I/deg
Ud
TCLL 35.0
Plate Grip DOL
1.15
TC 0.49
Vert(LL)
0.06
D
n/r
120
TCDL 7.0
Lumber DOL
1.15
BC 0.06
Vert(TL)
-0.02
D
n/r
120
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(TL)
0.00
n/a
n/a
BCDL 7.0
Code IRC20121TPI2007
(Matrix)
I
LUMBER -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.i&Btr or 2x4 DF -N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E
WEBS 2x4 DF Stud/Std
REACTIONS. (Ib/size) E=477/3-3-12 (min. 0.1.8), B=155/3-3-12 (min. 0-1-8)
Max Horz B=100(LC 4)
Max UptiftE=-179(LC 5), B=-32(LC 4)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD C -E=455/192
Scale= 1: 16.4
PLATES GRIP
MT20 220/195
Weight: 16 lb FT=20%
BRACING -
TOP CHORD Sheathed or 3-3.12 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
MITek recomat Sta
mends thbilizers and required cross bracing l
be Installed during truss erection, In accordance with Stabilizer
Installation guide.
NOTES -
1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psh BCDL=4.2psf; h=25ft; Cat. 11; Exp C; enclosed;
MWFRS (envelope) gable and zone; cantilever leg 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 face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) Gable requires continuous bottom chord bearing.
4) Gable studs spaced at 2-0-0 oc.
5) This truss has been designed for a 10.0 psf bottom chord live load noncencument with any other live loads.
6) • 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.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B except Qt=lb) E=179.
8) This truss is designed In accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPl 1.
9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss.
LOAD CASE(S) Standard