HomeMy WebLinkAboutTRUSS SPECS - 17-00645 - 762 S 2275 W - New SFR6t/Vil
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_.00-00-62 60:60-g
NST 3
17-1034317 Al
BMC WEST(IDAHO FALLS), IDAHO MCLS,
1/
Scale =1:50.9
3x4 =
3x4 =
=4 _ AS AF AE AD AC AS AA ZY X W V U T 3x4 —
3x4 =
LUMBER-
BRACING -
TOP CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.16Btr or 2x4 DF -N 1800F 1.6E
TOP CHORD Sheathed or 6-0-0 oc purlins, except
BOT CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.18Btr or 2x4 DF -N 1800F 1.6E
2.0-0 oc purlins (6-0-0 max.): H -L.
OTHERS 2x4 OF Stud/Std
BOT CHORD Rigid calling directly applied or 10-0-0 oc brecing.
Plate Offsets (X,Y)-
(H:0-2-O,Ednel, 11-:0-2-0.Edoel
be installed during truss erection, In accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 28-6-8.
LOADING (psf)
SPACING- 2.0-0
CSI.
DEFL.
In
(loc)
Well
Lid
PLATES
GRIP
TCLL 35.0
Plate Grip DOL 1.15
TC 0.07
Vert(LL)
-0.00
S
n1r
120
MT20
220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.02
Vert(TL)
-0.00
S
rdr
120
BCLL 0.0 '
Rep Stress Incr YES
WE 0.12
Horz(TL)
0.01
R
n/a
n/a
BCDL 7.0
Code IRC2012rTP12007
Matdx-SH
l Weight: 157 Ib
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.16Btr or 2x4 DF -N 1800F 1.6E
TOP CHORD Sheathed or 6-0-0 oc purlins, except
BOT CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.18Btr or 2x4 DF -N 1800F 1.6E
2.0-0 oc purlins (6-0-0 max.): H -L.
OTHERS 2x4 OF Stud/Std
BOT CHORD Rigid calling directly applied or 10-0-0 oc brecing.
MITek recommends that Stabilizers and required cross bracing
be installed during truss erection, In accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 28-6-8.
(lb) - Max Hoa B=-182(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) B. AA, AS, AC, AD, AE, AF, AG, Y, W, V, U. T. R
Max Grav All reactions 250 Ib or less at joint(s) B, AA, AS, AC, AD, AE, AF, AG, Y, X, W, V, U, T. R
FORCES. (Ib) -Max. Comp./Max. Ten. -Aft 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. ll; 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 ANSVFPI 1.
4) Provide adequate drainage to prevent water ponding.
5) All plates are 1.5x4 MT20 unless otherwise Indicated.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live bad 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, AA, AB, AC, AD,
AE, AF, AG, Y. W. V, U, T. R.
11) This Was Is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSIrrPI 1.
12) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
ruse
was ype
ly
fF:04-O,Edbel. fG:0-3-40-1-81
KARTCHNER HOMES SF8D9 PRINCETON
17-103431T
A1A
COMMON
1
1
CSI.
DEFL.
in
(loc)
Joh Reference (optional)
BMC WEST
ID 93402
5x8 =
5x6 =
Scale =1:51.4
1.5x4 II 5x5 = 3x8 = 1.5x4 II
66-0 I 18-0.0 I 1814 22-0-8 I 28-&8
66-0 66-0 :0L0 8-06 8 -GO
Plate Offsets (X,Y)-
f8:0-3-3,0-1-81. C:04-O,Edgel,
[0:0-4-0,0-1-111,
fF:04-O,Edbel. fG:0-3-40-1-81
IK:0-3-00-3-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
Ildeft
L/d
PLATES
GRIP
TCLL 35.0
Plate Gdp DOL 1.15
TC
0.50
Vert(LL)
-0.10
K
>999
360
MT20
220/195
TCDL 7.0
Lumber DOL 1.15
BC
0.40
Vert(TL)
-0.18
K -L
>999
240
BCLL 0.0 '
Rep Stress Incr YES
WB
0.49
HOrz(TL)
0.08
G
n/a
We
BCDL 7.0
Code IRC2012/rP12007
Matdx-SH
Wind(LL)
0.05
B -L
>999
240
Weight: 146 lb
FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 180OF 1.6E TOP CHORD
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF.N 1800F 1.6E
WEBS 2x4 OF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E'Except'BOT CHORD
W 1,W 7: 2x4 OF Stud/Std
REACTIONS. (Ib/size) B=1486/0-5-8 (min. 0-1-9), G=1486/0-5-8 (min.0-1-9)
Max Horz B=213(LC 7)
Max UpliftB=.281(LC 8), G=-281 (LC 9)
FORCES. (Ib) -Max, Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD B -C=-2269/376, C -D=-1630/299, D -E=-1278/315, E -F=-1637/298, F.G=-2277/381
BOT CHORD B -L=-359/1831, K -L=-360/1829, J.K=-127/1274, 1-J=-223/1848, G -I=-225/1844
WEBS C -K=.656/272, D.K=.102/395, D -J=.246/259, EJ=.92/381, F.1=665/273
Sheathed or 4.0.0 oc purlins, except
2-0-0 oc purlins (5-8-14 max.): D.E.
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)=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) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)' 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 2-0-0 wide will fit
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 8=281,
G=281.
7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/rPI 1.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
e
NSe
Nee ype
[1:0-4-0,0-3-01
y
KARTCHNER HOMES SF8B8 PRINCETON
17-1034317
A2
FINK
7
1
LOADING (psf)
SPACING- 2-0-0
CSI.
Job Reference o Clonal
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID SM02
4x5 11
Scale = 1:52.8
axa
11
Plate Offsets (X Y)--
[B:0-3-4,0-1-81, [F:0-3-4.0-1-81,
[H:0-4-0,0-3-01,
[1:0-4-0,0-3-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
1/dell
L/d
PLATES
GRIP
TCLL 35.0
Plate Grip DOL 1.15
TC
0.62
Vert(LL)
-0.31
H-1
>999
360
MT20
220/195
TCDL 7.0
Lumber DOL 1.15
BC
0.50
Vert(TL)
-0.41
H-1
>830
240
BCLL 0.0
Rep Stress Incr YES
WB
0.28
Horz(TL)
0.07
F
n/a
n/a
BCDL 7.0
Code IRC2012ITP12007
Matdx-SH
Wlnd(LL)
0.11
B -I
>999
240
Weight: 125 lb
FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.t&Btr or 2x4 DF -N 180OF 1.6E TOP CHORD
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E BOT CHORD
WEBS 2x4 DF 180OF 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 180OF 1.6E 'Except*
W1,W4: 2x4 OF Stud/Std
REACTIONS. (Ib/size) B=1486/0-5-8 (min. 0-1-9), F=1486/0-5-8 (min. 0-1-9)
Max Horz B=-234(LC 6)
Max UpliftB=-288(LC 8), F=-288(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All fomes 250 (lb) or less except when shown.
TOP CHORD B -C=-2199/390, C -D=-1909/430, D -E=-1909/430, E -F=-2199/391
BOT CHORD B -I=-376/1784, 1-J=-119/1164, J -K=-119/1164, H -K=-119/1164, F -H=-219/1765
WEBS C -I=-561/307, D -I=.225/794, D.H=-226/794, E -H=-561/307
Sheathed or 3-8.7 oc purlins.
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. 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 fit
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 10016 uplift at joint(s) except (t=1b) 8=288,
F=288.
6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802A0.2 and referenced
standard ANSI(TPI 1.
LOAD CASE(S) Standard
f
Z
5x6 =
me= 5x8 =
Scale =1:52.9
LOADING (pso SPACING- 2.0-0 CSI. DEFL. In (bc) Udel Ltd PLATES GRIP
TCLL 35.0 Plate Grip DOL t.15 TC 0.66 Vert(LL) -0.36 G -H >961 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.64 Vert(TL) -0.48 G -H >713 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.30 Horz(TL) 0.07 F Na Na
BCDL_ 7.0 Code IRC2012fTP12007 Matrix -SH Wind(LL) 0.12 FG >999 240 Weight: 124 lb FT 20%
LUMBER- BRACING.
TOP CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.18Btf or 2x4 DF -N 1800F 1.6E TOP CHORD Sheathed or 3-6-14 oc pudins.
BOT CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.18Btr or 2x4 DF -N 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oo bracing.
WEBS 2x4 OF 1800F 1.6E or 2x4 DF No.18Btr or 2x4 DF -N 1800F 1.6E'Exwpt* M Tek recommends that Stabilizers end required cross bracing
W1,W4: 2x4 DF Stud/Std bnstallation gulde.e Installed during truss erection In ecwrdance with Stabilizer
I
REACTIONS. (Ib/size) 8=1506/0.5-8 (min. 0.140), F=1392/Mechanical -- � -- -
Max Horz B=232(LC 5)
Max UpliftB=-292(LC 8), F--256(LC 9)
FORCES. (Ib) . Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B -C=•2251/402, C -D=-1958/439, D -E--1934/434, E -F--2237/401
BOT CHORD B -H=-401/1830, H-1=-132/1182, IJ --132/1182, GJ=•132/1182, F -G=-249/1797
WEBS C -H=-571/313, D.H=•229/813, D -G=•224/803, E -G=-566/312
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-sewnd 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 gdp DOL -1.33
3) This truss has been designed for a 10.0 pat bottom chord live bad nonconcurrenl 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-M 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)oint(s) except at=lb) B=292,
F=256.
7) This truss is designed In awordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSUTPI 1.
LOAD CASE(S) Standard
3x4 - AF AS AD AC AS AA Z Y X w V U T S 314 -
3x4 =
Type
3x4 =
3x4 -
Scab =1:50A
N
Id
Plate Offsets (YY)-
IG:0-2.0.Edael. KO-2-0Edael
TOP CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 1800F 1.6E
TOP CHORD Sheathed or 6-0-0 oc pudins, except
BOT CHORD 2x4 OF 1800F 1.8E or 2x4 OF No.i&Btr or 2x4 DF -N 1800F 1.6E
2-0-0 oc pudins (6-0-0 max.): G -K.
OTHERS 2x4 OF Stud/Std
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
LOADING (psQ
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
Well
Ltd
PLATES
GRIP
TCLL 35.0
Plate Girl DOL 1.15
TC 0.07
Vert(LL)
-0.00
R
Nr
120
MT20
220/195
TCDL 7.0
Lumber DOL 1.15
Sc 0.03
Vert(TL)
-0.00
R
Nr
120
BCLL 0.0 •
Rep Stress Ina YES
WS 0.12
Horz(TL)
0.01
O
n/a
rVa
BCDL 7.0
Code IRC20127PI2007
Matrix -SH
Weight: 158 lb
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 1800F 1.6E
TOP CHORD Sheathed or 6-0-0 oc pudins, except
BOT CHORD 2x4 OF 1800F 1.8E or 2x4 OF No.i&Btr or 2x4 DF -N 1800F 1.6E
2-0-0 oc pudins (6-0-0 max.): G -K.
OTHERS 2x4 OF Stud/Std
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.
REACTIONS. All bearings 28.9-0.
(Ib) - Max Hoa A=.I77(LC 4)
Max Uplift All uplift 100 Ib or less at joint(s) A, Z, AA, AB, AC, AD, AE, X, V, U, T, S. O except AF=-110(LC 8)
Max Grav All reactions 250 Ib or less at joint(s) A, Z, AA, AS, AC, AD, AE, AF, X, W, V, U. T, S. O
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES -
1) Unbalanced roof live bads 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 -11,33 plate grip DOL -i.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 I.
4) Provide adequate drainage to prevent water ponding.
5) All plates are 1.5x4 MT20 unless otherwise Indicated.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live bad nonconcument 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 ib uplift at joint(s) A, Z, AA, AB, AC, AD
, AE, X, V, U, T, S, O except (jt=1b) AF=110.
11) 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.
12) Graphical pudin representation does not depict the size or the orientation of the puriin along the tap and/or bottom chord.
LOAD CASE(S) Standard
• '5TN9
,1 7-00 3131 7 iMA
NT �T—
YPe
ROcl Spedal
fW jPIV__KARTCHNER HOMES SF8BB PRINCETON
�t 1
....
Job Reference o tlonal
5X8 =
60 =
N
Scale. 1:50.8
1.5x4 II 6X8 = 5X8 = 7.5X4 11 ..., _
22-5-4
LOADING (pso SPACING- 2.0-0 CSI. DEFL. In (loc) Wal Ltd PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) .0.10 J >999 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.44 Vert(TL) -0.18 J.K >999 240
BCLL 0.0 • Rep Stress Ina YES WB 0.61 Hoa(TL) 0.08 G n/a Na
BCDL 7.0 Code IRC20127PI2007 Matdx-SH Wlnd(LL) 0.06 G -H >999 240 Welght:1451b FT -20%
LUMBER- BRACING.
TOP CHORD 2x4 OF 1800F 1.6E or 2x4 OF N0.1 &Btr or 2x4 DF -N 180OF 1.6E TOP CHORD Sheathed or 3-11-5 oc purlins, except
BOT CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1 &Btr or 2x4 DF -N 180OF 1.6E 2-0-0 oc purlins (5-8-12 max.): D -E.
WEBS 2x4 OF Stud/Std *Except* BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at mldpt D -I
W3, W4,W5: 2x4 OF 180OF 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 1800F 1.6E MiTek recommends that Stabilizers end require cross bradng
WEDGE be Installed during truss erection, in accordance with Stabilizer
Right: 2x4 OF Stud/Std
[installation guide..
REACTIONS. (Ib/size) G=1392/Mechanical, B=1506/045-8 (min. 0.1.10)
Max Hoa 8=206(LC 5)
Max UpliftG--246(LC 9), B=-282(LC 8)
FORCES. (Ib) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B -C=-2310/379, C -D=-16811304, D.E=-1318/318, E.F=-1683/307, F -G=-2305/383
BOT CHORD B -K--372/1867, J -K=-373/1865, 1-J=-14211320, H -I=.242/1858, G -H=-242/1858
WEBS CJ= -644/269, DJ= -981399, E -I=-88/398, F-1=-642/271
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vul1=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) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads.
5) • 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 5t
between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oinl(s) except Qt=1b) G=246,
B=282,
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/TPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord.
LOAD CASE(S) Standard
i N83 N33 yp0
17 1034311 e1 Conxran Supported Gade
--
1
PTY
1
---
IfARTCMNER HOMES SFBSB PRINCETON -
Plate Grip DOL
1.15
TCDL 7.0
Job Reference {optbna0
4x5 =
Scale =1:22.8
LOADING (psf)
SPACING-
2-"
TCLL 35.0
Plate Grip DOL
1.15
TCDL 7.0
Lumber DOL
1.15
BCLL 0.0 '
Rep Stress Incr
YES
BCDL 7.0
Code IRC2012ITP12007
CSI.
DEFL.
In (loc)
Udell
L/d
TC 0.07
Vert(LL)
-0.00 1
rVr
120
BC 0.03
Vert(TL)
-0.00 1
n/r
120
WB 0.04
Horz(TL)
0.00 H
n/a
n/a
Matrix -SH
LUMBER -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF N0.i 8Btr or 2x4 DF.N 1800F 1.6E
BOT CHORD 2x4 DF 18001' 1.6E or 2x4 DF No.18Btf or 2x4 DF -N 1800F 1.6E
OTHERS 2x4 OF Stud/Std
REACTIONS. All bearings 11.2-0.
(Ib)- Max Horz B--101(LC 6)
Max Uplift All uplift 1001b or less at)oint(s) B, H, M, N, K, J
Max Grav All reactions 2501b or less at joint(s) B, H, L, M, N, K. J
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
PLATES GRIP
MT20 220/195
Weight: 471b FT - 20%
11
BRACING -
TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing.
ItMiTek recommends that Stabilizers and required cross brad
bnpe 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-4.2psY 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/rP11.
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 pet 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 Uuss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
was
mss ype
Qty
11:0-1-12 .0-0-151. IK:0-2-0 0-0-31
KARTCHNER HOMESSF888 PRINCETON
17-1034317
Ci
GABLE
1
2
Job Reference (o0tfonap
omv vvco ,1,u nu r-1,—r—L.,,u
I
Scale = 1:36.7
9x12 MT18H=
9x12 MT1811=
3x8 =
6x124 4x1211 7x10= 4x1211 10xl2MT20HS= ., 4x1211 6x121
3-7-13 73-10 10-8-12 14-1-14 17-&11 2158
3-7-13 3-7-13 35-2 35-2 3-7-13 &7- 3
Plate Offsets (X Y)--
fA:0-3-13 Edgel [C:0.9-0 Edgel
E:0-9-0 Edgel
rG:0-3-13 Edm1
11:0-1-12 .0-0-151. IK:0-2-0 0-0-31
IK:0-5-0 04-81
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(lac)
I/deft
L/d
PLATES
GRIP
TCLL 35.0
Plate Grip DOL 1.15
TC
0.63
Vert(LL)
-0.23
W
>999
360
MT20
220/195
TCOL 7.0
Lumber DOL 1.15
BC
0.90
Vert(TL)
-0.36
W
>700
240
MT20HS
165/146
BCLL 0.0 '
Rep Stress Incr NO
WB
0.51
Horz(TL)
0.12
G
n/a
n/a
MT18H
220/195
BCDL 7.0
Code IRC2012/TPI2007
Matrix -SH
Wind(LL)
0.11
J
>999
240
Weight: 3031b
FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF NoA&Btr or 2x4 DF -N 180OF 1.6E TOP CHORD Sheathed or 3-3-5 oc purlins, except
BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS 2-0-0 oc purlins (4-5-3 max.): C -E.
WEBS 2x4 DF Stud/Std'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
W3,W7:2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E
OTHERS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std, Right: 2x4 DF Stud/Std
REACTIONS. (Ib/size) A=8028/0-5-8 (min. 0-4-5), G=7809/0-5-8 (min. 0-03)
Max Horz A=109(LC 26)
Max UpliftA=-1504(LC 8), G=-1454(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD A -B=-13390/2495, B -C=-11122/2077, C -D=-9456/1807, D -E=-9345/1786, E -F=-11071/2066,
F -G=-13273/2466
BOT CHORD A -AE= -2157/11386, L -AE= -2157/11386, L -AF= -2157/11386, K -AF= -2157/11386,
K -AG= -1961/10658, AG -AH= -1961/10658, J -AH= -1961/10658, J -AI= -1961/10658,
AI -AJ= -1961/10658,1 -AJ= -1961/10658,1 -AK= -2059/11286, H -AK= -2059/11286,
H -AL= -2059/11286, G -AL= -2059/11286
WEBS B -L=400/2253, B -K=-2047/480, C -K=-970/5271, D -K=-1951/427, DJ= -409/2315,
D4=-2104/457, E -I=-964/5247, F -I=-1991/464, F -H=-385/2199
NOTES -
1) 2 -ply truss to be connected together with i0d (0.131"0') nails as follows:
Top chords connected as follows: 2x4 -1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if 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)=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
5) 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.
6) Provide adequate drainage to prevent water ponding.
7) All plates are MT20 plates unless otherwise indicated.
8) All plates are 1.5x4 MT20 unless otherwise indicated.
9) Gable studs spaced at 2-0-0 oc.
10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
11)' 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 vide will
ft between the bottom chord and any other members.
Continued on page 2
job
Truss
I was I ype
MRTCHNER HOMES SF8B8 PRINCETON
17-103431T
01
GABLE
1
2
Job Reference o tional
(IuAHu �n L6), iUMU ruts, 1U Be4ez
a.t 10 a Al 14 2017 MI I ek W Uu Mee, Inc. Thu Oct 1912:16:13 2017Pa e 2
ID:OH9rGEDi9wX01dyzlaA8pNySplr-Of3ahEgfS3HNJphj_zUX1 bVJazAoaV24sQ81r4G
NOTES -
12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) A=1504, G=1454.
13) This truss is designed in accordance with the 2012 International Residential Code sections R502A1.1 and R802.10.2 and referenced standard ANSI/TPI 1.
14) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chard.
15) Use Simpson Strong -Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-6-4 from the left end to 17-6-4 to connect
truss(es) A3 (1 ply 2x4 DF -N or DF) to front face of bottom chord.
16) Use Simpson Strong -Tie HUS26 (14-1 Od Girder, 4-10d Truss, Single Ply Girder) or equivalent at 19-6-4 from the left end to connect truss(es) MA (1 ply 2x4 DF -N or DF) to
front face of bottom chord.
17) Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A -C=-84, C -E=-84, E -G=-84, A -G=-14
Concentrated Loads (Ib)
Vert: L= -1378(F) H= -1378(F) AE= -1378(F) AF= -1378(F) AG= -1378(F) AH= -1378(F) AI= -1378(F) AJ= -1378(F) AK= -1378(F) AL= -1378(F)
Job
fuss
Truss Type
Uly
M
k TCHNER HOMES SF888 PRINCETON
17-103431T
Di
GABLE
1
1
Plate Grip DOL 1.15
TC 0.34
Vert(LL) -0.03
B -D >999 360
MT20 220/195
Job Reference (optional)
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83,102
8.110sJu1142017MiTeklndusMd ,Inc. Thu Oct1912:18:142017 Paggel
ID:OHgrGEDI?wXOkfyzlaASpNySpl r-urdyvahHDNPP7zGvYhUj4E8kbzVDX8kCM/9iZByRr4F
2x4 =
Scale =1:13.5
Q-2.0
0-2-0
4-10-8
4-8-8
'
LOADING (pso
SPACING- 2-0-0
CSI.
DEFL. in
(loo) Well L/d
PLATES GRIP
TCLL 35.0
Plate Grip DOL 1.15
TC 0.34
Vert(LL) -0.03
B -D >999 360
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.14
Vert(TL) -0.05
B -D >999 240
BCLL 0.0 '
Rep Stress Incr YES
WB 0.00
Horz(TL) 0.00
n/a We
BCDL 7.0
Code IRC2012rTP12007
Matdx-P
Wind(LL) 0.00
B "'• 240
Weight: 19 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.l&Btr or 2x4 DF -N 180OF 1.6E
TOP CHORD
Sheathed or 4.10.8 oc purlins, except and verticals.
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 180OF 1.6E
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 OF Stud/Std
MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 OF Stud/Std
be installed during truss erection, In accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) B=343/0-3-0 (min. 0-1-8), D=219/0-1-8 (min. 0-1-8)
Max Horz B=90(LC 4)
Max UpliftB=-95(LC 4), D=-67(LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES -
1) 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
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 studs spaced at 2-0-0 oc.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)' 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.
6) Bearing at joint(s) D considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D.
8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) B, D.
9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSlfrPI 1.
LOAD CASE(S) Standard
Job
was
was ype
CSI.
y
11ARTOMNERHOMES5F8M PRINCETON
17-103431T
02
Mompitch
8
1
Plate Grip DOL
1.15
TC 0.34
Vert( CL)
-0.03
B -D
Joh Reference (optional)
(VAHO rnL ),iueeu Fe LS. iu 8:402
2x4 =
LOADING (pat)
SPACING-
2-0-0
CSI.
DEFL.
in
(loo)
I/deft
L/d
PLATES GRIP
TCLL 35.0
Plate Grip DOL
1.15
TC 0.34
Vert( CL)
-0.03
B -D
>999
360
MT20 220/195
TCDL 7.0
Lumber DOL
1.15
BC 0.14
Vert(TL)
-0.05
B -D
>999
240
BCLL 0.0 '
Rep Stress Incr
YES
WE 0.00
Horz(TL)
0.00
n/a
n/a
BCDL 7.0
Code IRC2012ITP12007
Matrix -P
Wind(LL)
0.00
B
""
240
Weight: 18 lb FT=20%
LUMBER -
TOP CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.18Bir or 2x4 DF -N 180OF 1.6E
BOT CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.18Btr or 2x4 DF -N 180OF 1.6E
WEBS 2x4 DF Stud/Std
REACTIONS. (Ib/size) B=343/0-3-0 (min. 0-1-8), D=219/0-1-8 (min. 0-1-8)
Max Harz B=90(LC 4)
Max UpliftB=-95(LC 4), D=-67(LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
BRACING -
TOP CHORD Sheathed or4-10-8 oc purlins, except end verticals.
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) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf, BCDL=4.2psf; h=25ft; Cal. 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 psi bottom chord live load nonconcurrent with any other live loads.
3)' 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 2-0-0 wide will ft
between the bottom chord and any other members.
4) Bearing at joint(s) D considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
5) Provide mechanical connection (by others) of truss to bearing plate at joints) D,
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) B, D.
7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSUTPI 1.
LOAD CASE(S) Standard
Job
mss
I russ Type
CSI.
DEFL.
KARTCHNER HOMES SFIN PRINCETON
17-103431T
D3
Monopilch
11
1
1.15
TC 0.18
Vert(LL)
-0.01
B -D
>999
Job Reference (optional)
BMC WEST (IDAHO FA -LSI. IDAHO FALLS, 1083482
2x4 =
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
floc)
I/deg
L/d
TCLL 35.0
Plate( p DOL
1.15
TC 0.18
Vert(LL)
-0.01
B -D
>999
360
TCDL 7.0
Lumber DOL
1.15
BC 0.08
Vert(TL)
.0.02
B -D
>999
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(TL)
0.00
n/a
We
BCDL 7.0
Code IRC2012/TPI2007
Matrix -P
Wind(LL)
0.00
B
""
240
LUMBER -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.i&Btr or 2x4 DF -N 1800E 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E
WEBS 2x4 DF Stud/Std
REACTIONS. (Ib/size) B=298/0-3-8 (min. 0-1-8), D=165/0-1-8 (min. 0-1-8)
Max Horz B=76(LC 4)
Max UpliftB=-90(LC 4), D=-51 (LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
PLATES GRIP
MT20 220/195
Weight: 14 lb FT=20%
BRACING -
TOP CHORD Sheathed or 3-10-8 oc purlins, except and verticals.
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) 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
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) Bearing at joint(s) D considers parallel to grain value using ANSI(TPI i angle to grain formula. Building designer should verify capacity of
bearing surface.
5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D.
6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joints) B, D.
7) 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.
LOAD CASE(S) Standard
!Truss TruruiType
KARTCHNER HOMES SF888 PRINCETON
(17-1034317 ILCA1 ;GABLE
2
1
_ __.
Job
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 8.1105Ju1142017MTekbMusbim,im. Thu Od1912:1e:182017 P 1
ID:OH9rGEDi7wXOkfyzlaA8pNySpl r-ndsTkykoHbvrcbZgnxYlE4Jl1lbv8TxOoDB7vlyyRr4B
4{r.b 8-10.8
bdb 4-y,4
45 =
H G F 2x4 O
1.5x4 II 1.5x4 II 1.5x4 It
Scale -1:33.1
LUMBER- BRACING -
TOP CHORD 2x4 DF 1800F 1.8E or 2x4 DF No.18Btr or 2x4 DF -N 1800F 1.6E TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2x4 DF 1800F 1.8E or 2x4 DF No.18Blr or 2x4 DF -N 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 DF Stud/StdrMiTel recommends that Stabilizers and required cross bracing
be Instatled during Wss erection, in accordance with Stabilizer
Inatellation guide.
REACTIONS. All beadngs 8.10-8.
(Ib)- Max HoaA--130(LC 4)
Max Uplift All uplift 100 lb or less at)oint(s) A, E except H=-201(LC 6), F=-201(LC 9)
Max Grav All reactions 250 Ib or less at joint(s) A, E, G except H=275(LC 15), F=275(LC 16)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) 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-4.2psf; 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) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 DO bottom chord live bad nonconcurrent with any other live loads.
5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-84 tall by 2-M wide will fit
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, E except (t=1b)
H=201, F=201.
7) 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.
LOAD CASE($) Standard
8-10-8
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
In (Ioc)
Well
L/d
PLATES
GRIP
TCLL 35.0
Plate Grip DOL
1.15
TC
0.07
Vert(LL)
n/a -
n/a
999
MT20
220/195
TCDL 7.0
Lumber DOL
1.15
SC
0.02
Vert(TL)
nra -
n/a
999
BCLL 0.0 '
Rep Stress Ina
YES
WB
0.08
Hmz(TL)
0.00 E
n/a
n/a
BCDL 7.0
Code IRC20121TP12007
Matrix -P
Weight: 41 lb
FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 DF 1800F 1.8E or 2x4 DF No.18Btr or 2x4 DF -N 1800F 1.6E TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2x4 DF 1800F 1.8E or 2x4 DF No.18Blr or 2x4 DF -N 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 DF Stud/StdrMiTel recommends that Stabilizers and required cross bracing
be Instatled during Wss erection, in accordance with Stabilizer
Inatellation guide.
REACTIONS. All beadngs 8.10-8.
(Ib)- Max HoaA--130(LC 4)
Max Uplift All uplift 100 lb or less at)oint(s) A, E except H=-201(LC 6), F=-201(LC 9)
Max Grav All reactions 250 Ib or less at joint(s) A, E, G except H=275(LC 15), F=275(LC 16)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) 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-4.2psf; 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) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 DO bottom chord live bad nonconcurrent with any other live loads.
5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-84 tall by 2-M wide will fit
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, E except (t=1b)
H=201, F=201.
7) 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.
LOAD CASE($) Standard
Nes lTnlsa
y�
CSI.
DEFL.
kARTCHNER HOMES SF888 PRINCETON —�
77-103131T LO02
GABLE
1
1
TCLL 35.0
Plate Grip DOL 1.15
TC 0.06
Vert(LL)
.__
Job Reference.fop.�ll_....... ___
BMC WEST BDAHO FALLS). IDAHO FALLS, 10 53102 5.110 s Ju114 2017 MiTek IndusVles.lnc. Thu Od 1912:18:192017 Pape 1
ID:OHgrGEDI7wXOkfyzlaAS"Sptr.FpOryH1O1vliEk8tLE4unldg FMCOixSoITEOylr4A
4 i$ BA -11
4.4-6 ( 4d
4x6 =
2x4 ii H G F 2x4 O
1.60 II 1.60 It 1.5x4 II
ii
Scale -1:32.6
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
In (loc)
Well
Ud
PLATES
GRIP
TCLL 35.0
Plate Grip DOL 1.15
TC 0.06
Vert(LL)
n1a -
n/a
999
MT20
220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.02
Vert(TL)
n1a -
n1a
099
BCU_ 0.0 '
Rep Stress Incr YES
WB O.OB
Horz(TL)
0.00 E
n1a
n/a
BCDL 7.0
Code IRC2012/TPI2007
Matrix -P
Weight: 41 Ib
FT - 20%
LUMBER- BRACING -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.I&Btr or 2x4 DF -N 1800F 1.6E TOP CHORD
Sheathed or 6-0-0 oc pudins.
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1SBtr or 2x4 DF -N 1800E 1.6E BOT CHORD
Rigid ceiling directly applied or 10.0-0 oc bracing.
OTHERS 2x4 OF Stud/Std
MITek recommends that Stabilizers and required cross bracing l
be Installed during truss erection. In accordance with Stabilizer
Installation_gulde.
REACTIONS. All bearings 8-8-11.
(Ib)- Max Horz A=-128(LC 4)
Max Uplift All uplift 100 Ib or less at)oint(s) A. E except H=-198(LC 8), F=-197(LC 9)
Max Grav, All reactions 250 Ib or less at joint(s) A, E, G except H-270(LC 15), F=269(LC
16)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) 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=4.2psf; BCDL=4.2psf; h=25ft; Cal. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live bad nonconcument with any other live bads.
5)' 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 2-04) wide will fit
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at)oint(s) A. E except QI=Ib)
H=198, F=197.
7) 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.
LOAD CASE(S) Standard