HomeMy WebLinkAboutTRUSS SPECS - 18-00294 - 781 S 2275 W - New SFRo
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ER SF16B9 PRINCETON C BMP
KA�7R
18-057049T
SMC WF3T 11nAHn FAI I Sl InAHl1
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Hip Girder
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r1 -0-q 8-0-0 14-6-0 21-0-0 29-0-0
3000
1 0-0 8-0-0 6-6-0 6-6-0 8-0-0 1-0-0
5x6 =
3x8 = 5x6 =
Scale = 1:51.3
4x5 =
8-0-0
14-6-0
7x10 =
21-0-0
4x5 =
29-0-0
3x6
m
0
4
Lo
I4
Q
Plate Offsets (X,Y)--
[B70-2-3,0-1-81, [F.0-2-3 0-1-81 [1:0-5-0,04-81
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/deft L/d
PLATES GRIP
TCLL 35.0
Plate Grip DOL 1.15
TC 0.54
Vert(LL) -0.10 1 >999 360
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.29
Vert(CT) -0.16 H -I >999 240
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
BCLL 0.0 '
Rep Stress Incr NO
WB 0.35
Horz(CT) 0.05 F n/a n/a
BCDL 7.0
Code IRC2015/TP12014
Matrix -SH
Wind(LL) 0.06 1 >999 240
Weight: 291 Ib 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
Sheathed or 6-0-0 oc purlins, except
BOT CHORD 2x6 OF 180OF 1.6E or 2x6 OF SS
2-0-0 oc purlins (6-0-0 max.): C -E.
WEBS 2x4 OF Stud/Std 'Except' BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
W2: 2x4 OF 180OF 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 180OF 1.6E
REACTIONS. (Ib/size) B=2509/0-5-8 (min. 0-1-8), F=2509/0-5-8 (min. 0-1-8)
Max Horz B=-137(LC 25)
Max UpliftB=-461(LC 8), F=461 (LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD B -C=4241/743, C -D=-3453/667, D -E=-3453/667, E -F=-4241/743
BOT CHORD B -J=-682/3500, J -K=-692/4200, K -L=-692/4200, L -M=-692/4200, I -M=-692/4200,
I -N=-692/4200, N -O=-692/4200, O -P=-692/4200, H -P=-692/4200, F -H=-558/3500
WEBS C -J=-282/1575, D -J=-1095/179, D-1=0/569, D -H=-1095/179, E -H=-282/1575
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 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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) Vasd=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
5) Provide adequate drainage to prevent water ponding.
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 Ib uplift at joint(s) except Qt=1b) B=461,
F=461.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 779 Ib down and 308 Ib up at 8-0-0
, 87 Ib down at 10-0-12, 87 Ib down at 12-0-12, 87 Ib down at 14-0-12, 87 Ib down at 14-11-4, 87 Ib down at 16-11-4, and 87 Ib down
at 18-11-4, and 779 Ib down and 308 Ib up at 20-114 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
LOAD CASE(S) Standard
Continued on page 2
Job
ruSs
Qty
ply
KARTCHNER SF16B9 PRINCETON C BMP
18-057049T
A1GRD
Hip Girder
1
2
Job Reference (optional)
----- o. i is a v t eu wi i MI i eK inausines, Inc. wea May 80 ut:38:15 2018 Page 2
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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, B -F=-14
Concentrated Loads (lb)
Vert: J= -779(F) H= -779(F) K= -74(F) L= -74(F) M= -74(F) N= -74(F) O= -74(F) P= -74(F)
Job
russ
russ I ype
Qty
Ply
KARTCHNER SF16B9 PRINCETON C BMP
18-057049T
A2
Hip
1
1
DEFL.
in
(loc)
I/deft
L/d
PLATES GRIP
Job Reference o tional
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r1 -0-q 5-0-0 10-0-0 14-6-0 19-M 24-0-0 29-0-0 $0-0-q
1-0-0 5-0-0 5-0-0 4.6-0 4-6-0 5-0-0 5-0-0 1-0-0
5x6 =
3x4 =
5x6 =
Scale = 1:51.3
— 4x5 =
5x8 =
5x8 =
Ln
I
0
Plate Offsets (X,Y)--
[J:0-3-12,0-3-0], [K:0-3-12.0-3-0]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
PLATES GRIP
TCLL 35.0
Plate Grip DOL 1.15
TC 0.29
Vert(LL)
-0.24
J -K
>999
360
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.48
Vert(CT)
-0.32
J -K
>999
240
BCLL 0.0
Rep Stress Incr YES
WB 0.33
Horz(CT)
0.08
H
n/a
n/a
BCDL 7.0
Code IRC2015/TP12014
Matrix -SH
Wind(LL)
0.05
B -K
>999
240
Weight: 136 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &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 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except* BOT CHORD
W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E
REACTIONS. (Ib/size) B=1508/0-5-8 (min. 0-1-10), H=1508/0-5-8 (min. 0-1-10)
Max Horz B=167(LC 7)
Max UpliftB=-258(LC 8), H=-258(LC 9)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B -C=-2299/372, C -D=-1933/283, D -E=-1560/290, E -F=-1560/290, F -G=-1933/283,
G -H=-2299/373
BOT CHORD B -K=-343/1899, K -L=-226/1740, L -M=-226/1740, J -M=-226/1740, H -J=-231/1899
WEBS C -K=-384/228, D -K=-45/551, E -K=-449/191, E -J=-449/191, F -J=-44/551, G -J=-384/228
Sheathed or 4-2-6 oc purlins, except
2-0-0 oc purlins (5-2-6 max.): D -F.
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) Vasd=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.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.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) B=258,
H=258.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 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
Job ILSS toss ype ty y �KARTCHNERSF`109PRINCET6NNC BMP
18-057049T A3 Hip 1ference o tional
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 8.110 s Oct 20 2017 MiTek Industries, Inc. Wed May 30 07:38:19 2018 Page 1
ID:TR?Z9zmlzkaolmDSGwcRjQyXAYk-NLbl65XjVxlVw8o69rG4wub6_ e4mBDn7NEa3mCzBMeo
LO
vT�
0
I r -u -u zj-u-u 29-0-0 0-0
1-0-0 6-0-0 6-M 5-0-0 6-0-0 6-0-0
Scale =1:51.3
5x8 =
5x6 =
1.5x4 II 5x6 =
6-0-0 1 12-0-0 1 17-0-0
5x8 =
1.5x4 11
Plate Offsets (X Y)--
fB:0-3-3 0-1-81 (D:0-4-0 0-1-111
[G•0-3-3 0-1-81
(J'0-3-12 0-3-01 (K:0-3-0,0-3-01
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E
2-0-0 oc purlins (5-3-1 max.): D -E.
u -u -u
LOADING (psf)
SPACING- 2-0-0
1 Row at midpt D -J
CSI.
MiTek recommends that Stabilizers and required cross bracing
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 35.0
Plate Grip DOL 1.15
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TC
0.40
Vert(LL)
-0.10
K
>999
360
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC
0.37
Vert(CT)
-0.15
J -K
>999
240
BCLL 0.0
Rep Stress Incr YES
WB
0.48
Horz(CT)
0.07
G
n/a
n/a
BCDL 7.0
Code IRC2015/TP12014
Matrix -SH
Wind(LL)
0.05
K
>999
240
Weight: 143 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E TOP CHORD
Sheathed or 4-0-13 oc purlins, except
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E
2-0-0 oc purlins (5-3-1 max.): D -E.
WEBS 2x4 DF Stud/Std *Except* BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
W1: 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E WEBS
1 Row at midpt D -J
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
REACTIONS. (Ib/size) B=1508/0-5-8 (min. 0-1-10),G=1508/0-5-8 (min. 0-1-10)
Installation guide.
Max Horz B=-198(LC 6)
Max UpliftB=-276(LC 8), G=-276(LC 9)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B -C=-2328/373, C -D=-1757/302, D -E=-1397/313, E -F=-1760/303, F -G=-2328/374
BOT CHORD B -L=-354/1888, K -L=-354/1888, K -M=-139/1397, J -M=-139/1397, 1-J=-221/1888,
G-1=-221 /1888
WEBS C -K=-577/249, D -K=-81/427, E -J=-63/382, F -J=-575/249
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=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 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, with BCDL = 7.Opsf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Ot=lb) B=276,
G=276.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 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
Job
russ7r'u8s
e
ty
yKARTCHNERSF1689
PRINCETON C BMP18-057049T
A4
1
1
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
Job Reference (optional)
- -- -• •• •- • • •-- ••- ----- o., i u s vac zu zu_i i mi i eK mauslnes, inc. wea may 30 07:38:21 2018 Page 1
ID:TR?Z9zm 1 zkaolmDSGwcRjQyXAYk-JjinWmYz1 ZHCASAVHGJYOJgQ_RIBfCkQgY3Ag5zBMem
1-0-0 7-0-0 14-0-0 15 0-0 22-0-0 29-0-0 a0 0 a
1-0-0 7-0-0 7-0-0 1-0-0 7-M 7-0-0 1-0-0
Scale = 1:53.5
5x6 =
5x6 =
Oxo = = I 4x5 =
1.5x4 1 4x12 1.5x4 11
15-0-0
7-0-0 14-M 14-6,0 22-0-0 29-0-0
7-0-0 7-0-0 6- 7-M 7-0-0
Plate Offsets (X,Y)--
[13:0-0-9,Edcie] rG:0-0-9 Edgel
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 35.0
Plate Grip DOL 1.15
TC 0.56
Vert(LL)
-0.10
J
>999
360
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.44
Vert(CT)
-0.16
J -K
>999
240
BCLL 0.0 '
Rep Stress Incr YES
WB 0.19
Horz(CT)
0.08
G
n/a
n/a
BCDL 7.0
Code IRC2015/TP12014
Matrix -SH
Wind(LL)
0.07
B -K
>999
240
Weight: 142 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF 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 180OF 1.6E
WEBS 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E "Except`BOT CHORD
W3: 2x4 DF Stud/Std WEBS
REACTIONS. (Ib/size) B=1508/0-5-8 (min. 0-1-10),G=1508/0-5-8 (min. 0-1-10)
Max Horz B=228(LC 7)
Max UpliftB=-290(LC 8), G=-290(LC 9)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B -C=-2292/387, C -D=-1564/316, D -E=-1240/312, E -F=-1564/316, F -G=-2292/388
BOT CHORD B -K=-373/1844, J -K=-374/1842, I -J=-221/1842, G -I=-220/1844
WEBS C -K=0/260, C -J=-734/299, F -J=-734/300, F-1=0/260, E -J=-139/497, D -J=-139/497
Sheathed or 3-10-1 oc purlins, except
2-0-0 oc purlins (5-8-3 max.): D -E.
Rigid ceiling directly applied or 10-0-0 oc bracing
1 Row at midpt C -J, 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) Vasd=91 mph; 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
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.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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) B=290,
G=290.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 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
Job
russ
Truss Type
KARTCHNERSF16B9 PRINCETON C BMP
18-057049T
A5
Common
7tyTy
1
in
annr.wFaTnnnranGniic� ineunoeiic
�noaenn
L/d
PLATES GRIP
TOLL 35.0
Job Reference o tional
_.._ _ ._..._ _
-- --- i crt niuunmes mc. uvea M8 JV U/:StS:YZ ZU1 t$ ragge 1
ID:TR?Z9zmlzkaolmDSGwcRjQyXAYk-nwG9k6ZcosQ3ncl�hrzgnYWDZ r30OdNZ3CpjNXzBMeI
�-0 Q 7-3-0 7-3-0 21-9-0 29 0 0 QO O Q
'1-0-0 7-3-0 7-3-0
5x6 =
Scale = 1:53.6
JnV - 5x8 - 5x8 = 3x6 =
29-0-0
Plate Offsets
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TOLL 35.0
Plate Grip DOL 1.15
TO 0.66
Vert(LL)
-0.37
H-1
>934
360
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.53
Vert(CT)
-0.45
H-1
>753
240
BOLL 0.0
Rep Stress Incr YES
WB 0.29
Horz(CT)
0.07
F
n/a
n/a
BCDL 7.0
Code IR02015/TP12014
Matrix -SH
Wind(LL)
0.10
B-1
>999
240
Weight: 127 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&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 1800F 1.6E BOT CHORD
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E *Except*
W2: 2x4 DF Stud/Std
REACTIONS. (Ib/size) B=1508/0-5-8 (min. 0-1-10), F=1508/0-5-8 (min. 0-1-10)
Max Horz B=-237(LC 6)
Max UpliftB=-293(LC 8), F=-293(LC 9)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B -C=-2253/403, C -D=-1953/435, D -E=-1953/435, E -F=-2253/403
BOT CHORD B -I=-392/1841, 1-J=-123/1184, J -K=-123/1184, H -K=-123/1184, F -H=-232/1815
WEBS D -H=-224/809, E -H=-571/313, D -I=-224/809, C -I=-571/313
Sheathed or 3-7-5 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) Vasd=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 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 100 Ib uplift at joint(s) except Qt=1b) B=293,
F=293.
6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
18-057049T IA6 ICommon
ID:TR?Z9zm1
619-10
Reference
S Oct 20 20
3x6 = 5x8 = 5x8 _ 4x5 =
Scale = 1:52.9
N
9-7-0
19-2-0
28-9-0
9-7
9-7-0
-7-0
Plate Offsets (X,Y) -
[B:0-3-3,0-1-81, [F:Edge,0-1-01, [G:0-4-0,0-3-01, [H:0-4-0,0-3-01
LOADING (psf) SPACING- 2-0-0 CSI.
DEFL. in
(loc) Vdefl Ud PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.66
Vert(LL) -0.36
G -H >961 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.54
Vert(CT) -0.44
G -H >780 240
BCLL 0.0 Rep Stress Incr YES WB 0.30
Horz(CT) 0.06
F n/a n/a
BCDL 7.0 Code IRC2015/TP12014 Matrix -SH
Wind(LL) 0.12
F -G >999 240 Weight: 124 Ib FT = 20%
LUMBER-
BRACING -
............ -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800E 1.6E
TOP CHORD
Sheathed or 3-6-14 oc purlins.
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E *Except*-
-
� MiTek recommends that Stabilizers and required cross bracing
W4,W3: 2x4 DF Stud/Std
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) B=1506/0-5-8 (min. 0-1-10), F=1392/Mechanical
Max Horz B=232(LC 5)
Max UpliftB=-292(LC 8), F=-256(LC 9)
FORCES. (lb) -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 -I=-132/1182, 1-J=-132/1182, G -J=-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 -second gust) Vasd=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 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) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) B=292,
F=256.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
ITob Tn1SS -- --'TFuss Type - -- - ----- -- i
i$y PIy]Job
KARTCHNERSF1689PRINCETON-C-BMP -
I
1BM0 WEST (IDAHO FALLS), ID A7 Hip 1 -- _-- --_-_ -_ -----_--_---- -- _ Reference (optional)
AHO FALLS, ID 83402 8.110 s Od 20 2017 MiTek Industries, Inc. Wed May 30 07.38:25 2018 Page 1
ID:TR?Z9zm1 zkaolmDSGwcRjQyXAYk- BVyIM8bU5noee3TGW6NUA9r5n25EbOk01A1 NzszBMei
i 6-10-8 13-9-0 14-9-0 21-9-0 28-9-0 29-9-0
6-10-8 6-10-8 '1-0-0 7-0-0 7-0-0 1-0-0
5x6 =
5x6
Scale = 1:52.7
4xo i -
4x12 = 4x5 =
1.5x4 ' ! 1.5x4 I
14-9-0
6-10.8 13.9-0 14-3-021-9-0 2 -M
i'----- 6-10-8 ------------�i�---gip ? j_ --------76---�
as -0
LOADING (psf) i
SPACING-
2-0-0
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 IRC2015/TPI2014
CSI.
DEFL.
in
(loc)
I/deft
L/d
TC 0.58
Vert(LL)
-0.12
A -J
>999
360
BC 0.49
Vert(CT)
-0.18
A -J
>999
240
WB 0.19
Horz(CT)
0.07
F
n/a
n/a
Matrix -SH
Wind(LL)
0.08
A -J
>999
240
LUMBER- BRACING -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&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 1800F 1.6E
WEBS 2x4 DF 1800F 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 1800F 1.6E *Except*BOT CHORD
W405: 2x4 DF Stud/Std WEBS
WEDGE
Left: 2x4 DF Stud/Std
REACTIONS. (Ib/size) A=1392/Mechanical, F=1506/0-5-8 (min. 0-1-10)
Max Horz A=-223(LC 4)
Max UpliftA=-253(LC 8), F=-290(LC 9)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD A -B=-2281/388, B -C=-1557/316, C -D=-1236/312, D -E=-1561/316, E -F=-2289/387
BOT CHORD A -J=-372/1830, I -J=-373/1827, H-1=-220/1840, F -H=-219/1842
WEBS B -J=0/260, B-1=-731/301, E -I=-734/300, E -H=0/261, D -I=-134/485, C -I=-144/498
PLATES GRIP
MT20 220/195
Weight: 140 Ib FT = 20%
I�
Sheathed or 3-9-1 oc purlins, except
2-0-0 oc purlins (5-8-6 max.): C -D.
Rigid ceiling directly applied or 10-0-0 oc bracing.
1 Row at midpt B -I, E-1
MiTek recommends that Stabilizers and required cross bracng
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) Vasd=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.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) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) A=253,
F=290.
8) This truss is designed in accordance with the 2015 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 purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
18.057049T
u) �
n
r;
4xb =.. 3x6
1.5x4 11 3x6 = 3x8 = 1.5x4 11
LN
5x8 =
1 1
Job Reference
--- 8.110 s Oct 20 20
)zm1 zkaolmDSGwcRjQyXAYk-8t4
22-9-0
- 6:mo
5x6 =
N
29-9-0
1-0-0
Scale = 1:50.1
5.10-8
ifiMSl1
LOADING (psf) SPACING- 2-0-0 CSI.
TCLL 35.0 Plate Grip DOL 1.15 TC 0.41
TCDL 7.0 Lumber DOL 1.15 BC 0.42
BCLL 0.0 Rep Stress Incr YES WB 0.48
BCDL 7.0 Code IRC2015/TPI2014 Matrix -SH
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.1 &Btr or 2x4 DF -N 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except*
W 1: 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800F 1.6E
28.9.0
DEFL.
in
(loc)
Udefl
Ud
PLATES GRIP
Vert(LL)
-0.10
I -J
>999
360
MT20 220/195
Vert(CT)
-0.15
I -J
>999
240
Horz(CT)
0.07
F
n/a
n/a
Wind(LL)
0.05
A -K
>999
240
Weight: 141 Ib FT = 20%
BRACING -
TOP CHORD Sheathed or 4-0-4 oc purlins except
BOT CHORD
WEBS
REACTIONS. (Ib/size) A=1392/Mechanical, F=1506/0-5-8 (min. 0-1-10)
Max Horz A=-1 92(LC 4)
Max UpliftA=-239(LC 8), F=-276(LC 9)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A -B=-2318/375, B -C=-1749/304, C -D=-1395/313, D -E=-1757/303, E -F=-2325/373
BOT CHORD A -K=-353/1873, J -K=-353/1873, J -L=-139/1391, 1-L=-139/1391, H -I=-221/1885,
F -H=-221/1885
WEBS B -J=-574/251, C -J=-85/430, 0-1=-62/380, E -I=-575/249
2-0-0 oc purlins (5-3-0 max.): C -D.
Rigid ceiling directly applied or 10-0-0 oc bracing.
1 Row at midpt C-1
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES -
1) Unbalanced roof live bads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=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) 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.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.
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 Ib uplift at joint(s) except (jt=lb) A=239,
F=276.
8) This truss is designed in accordance with the 2015 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 purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
18-W7049T I A9 I Half FNp
5-0-0 10-0-0 16-3-0 22-6-0 28-9.0
5-0-0 6-9.0 6-3 0 -- 6-3-0
ME
N
5x8 =
3x4 =
Scale = 1:50.7
3x4 ':
4x5 = i H
5x8 = 5x8 - 3x6 =
10-0-0
19-4-8
28-9-0
1
9
Plate Offsets (X,Y)— [E:0-4-0,0-3.4], [I:0-4-0,0-3-01, [J:0-4-0,0-3-01
LOADING (psf) SPACING- 2-0-0 CSI.
DEFL. in
(loc) I/deft L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.47
Vert(LL) -0.17
I -J >999 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.54
Vert(CT) -0.29
H-1 >999 240
BCLL 0.0 Rep Stress Incr YES j WB 0.42
Horz(CT) 0.07
H n/a n/a
BCDL 7.0 Code IRC2015/TP12014 Matrix -SH
Wind(LL) 0.05
I -J >999 240 Weight: 143 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E
TOP CHORD
Sheathed or 4-2-3 oc purlins, except end verticals, and 2-0-0 oc
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E
purlins (4-9-8 max.): D -G.
WEBS 2x4 DF Stud/Std *Except*
BOT CHORD
Rigid ceiling directly applied or 9-9-7 oc bracing.
WEBS
1 Row at midpt E -J, F -H
W2,W5: 2x4 DF 180OF 1.6E or 2x4 DF No. 1&Btr or 2x4 DF -N 180OF 1.6E
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) H=1388/Mechanical, B=1502/0-5-8 (min. 0-1-10)
Max Horz B=256(LC 8)
Max UpliftH=-324(LC 5), B=-245(LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD B -C=-2306/362, C -D=-1925/340, D -E=-1561/318, E -F=-1499/322
BOT CHORD B -J=-464/1886, J -K=-399/1725, K -L=-399/1725, I -L=-399/1725, I -M=-291/1199,
M -N=-291/1199, H -N=-291/1199
WEBS C -J=-376/228, D -J=-37/474, E -J=-405/203, E-1=-473/163, F -I=-64/643, F -H=-1619/397
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=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) 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.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.
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 Ib uplift at joint(s) except Qt=1b) H=324,
B=245.
8) This truss is designed in accordance with the 2015 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 purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
I Job Truss --Tr—USS Type
18-057049T A10GRD Hall Hip Girder
BRAC WEST (IDAHO FALLS), IDAHO FALLS, -16-9962
r14aQ 8 0 0
5x8 =
2 Job Reference
8.110 s Oct 20 20
14-10-7 21-10-9 28-9-0
7-0-3 5 la7
5x8 = 05 =
N _ _
Scale = 1:50.3
3X8
8-0-0
1a?7FM
14-10-7
7x10 =
4x5 =
28.9-0
G
8x12 =
LOADING (psf)SPACING- 2-0-0 CSI.
DEFL. in
(loc) I/deft Ud PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.78
Vert(LL) -0.09
1 >999 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.28
Vert(CT) -0.15
I -J >999 240
BCLL 0.0 * Rep Stress Incr NO WB 0.66
Horz(CT) 0.05
G n/a n/a
BCDL 7.0 Code IRC2015/TP12014 Matrix -SH
Wind(LL) 0.05
1 >999 240 Weight: 316 Ib FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No. 1&Btr or 2x4 DF -N 180OF 1.6E
TOP CHORD
Sheathed or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc
BOT CHORD 2x6 DF 180OF 1.6E or 2x6 DF SS
purlins (6-0-0 max.): C -F.
WEBS 2x4 DF Stud/Std *Except*
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
W2,W4: 2x4 DF 180OF 1.6E or 2x4 DF No. 1&Btr or 2x4 DF -N 180OF 1.6E
REACTIONS. (Ib/size) G=2621 /Mechanical, B=2422/0-5-8 (min. 0-1-8)
Max Horz B=208(LC 8)
Max UpliftG=-574(LC 5), B=-411(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B -C=-4073/738, C -D=-3314/665, D -E=-3006/575, F -G=-520/251
BOT CHORD B -J=-670/3357, J -K=-659/3909, K -L=-659/3909, L -M=-659/3909, I -M=-659/3909,
I -N=-659/3909, N -O=-659/3909, O -P=-659/3909, H -P=-659/3909, H -Q=-575/3006,
Q -R=-575/3006, R -S=-575/3006, G -S=-575/3006
WEBS C -J=-226/1457, D -J=-903/96, D-1=0/589, D -H=-1074/101, E -H=0/971, E -G=-3521/653
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 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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) Vasd=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
5) Provide adequate drainage to prevent water ponding.
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) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) G=574,
B=411.
10) Following joints to be plated by qualified designer: Joint(s) F, not plated.
11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
Continued on page 2
Job.
russ
Truss ypety
y
KARTCHNER SF16B9 PRINCETON C BMP
18-057049T
A10GRD
Half Hip Girder
1
2
Job Reference (optional)
_..._ .. _.. . ..... .. ......__.,,, ... .. „ ..��.,, ,.., ..,.-,..� o. I IV s V I Ga Lul / MI I eK InaUSIDes, Inc. wea May 3u ut38::12 2u18 Page 2
ID:TR?Z9zm 1 zkaolmDSGwcRjQyXAYk-UrtxgXhtRxgf_8WcQ4?7ydeEutX8k2B2MmEFjyzBMeb
NOTES -
13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 211 Ib down and 156 Ib up at 23-0-0, and 211 Ib down and 156 Ib up at
25-0-0, and 211 Ib down and 156 Ib up at 27-0-0 on top chord, and 779 Ib down and 308 Ib up at 8-0-0, 87 Ib down at 10-0-12, 87 Ib down at 12-0-12, 87 Ib down at 14-0-12
87 Ib down at 14-11-4, 87 Ib down at 16-11-4, 87 Ib down at 18-11-4, 87 Ib down at 21-0-0, 87 Ib down at 23-0-0, and 87 Ib down at 25-0-0, and 87 Ib down at 27-0-0 on
bottom chord. The design/selection of such connection device(s) is the responsibility of others.
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 -F=-84, B -G=-14
Concentrated Loads (lb)
Vert: J= -779(B) 1=-74(B) K= -74(B) L= -74(B) M= -74(B) N= -74(B) 0=-74(B) P= -74(B) Q= -74(B) R= -74(B) S= -74(B) T= -211(B) U= -211(B) V= -211(B)
Job
runs
toss ype
ty
TCHNER SF1669 PRINCETON C BMP
18-057049T
B1GRD
GABLE
17
72Job
Reference (optional)
• •• •- • • •- �•--�- o. i i u s v t zu zui t mi i eK mausmes, mc. wea may 3u u /38:34 2016 Page 1
1 D:TR?Z9zm 1 zkaolmDSGwcRjQyXAYk-QD?hFDi7zYwMDSf?YV2b12jaTh6SCvgKp3jMogzBMeZ
5-4-6 10-8-12 13 4-0 16-1-2 21-5-8 22-5-8
5-4-6 5 4-6 2-7-4 2-9-2 5-4-6 1-0-0
5x8 11
3x6 11 4x12 11 3x6 11 3x6
3x6 11
10-8-12
vx is
12x12 = 8x12 = 3x6 II
3x6 11
13-4-0 16-1-2 21-5-8
Scale = 1:43.0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.22 J -K >999 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.74 Vert(CT) -0.30 J -K >834 240
BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(CT) 0.07 F n/a n/a
BCDL 7.0 Code IRC2015/TP12014 Matrix -SH Wind(LL) 0.12 J -K >999 240 Weight: 331 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E TOP CHORD Sheathed or 3-1-2 oc purlins.
BOT CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 DF Stud/Std *Except*
W1: 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E
OTHERS 2x4 DF Stud/Std
REACTIONS. (Ib/size) A=8310/0-5-8 (min. 0-4-7), F=6007/0-5-8 (min. 0-3-3)
Max HorzA=-173(LC 23)
Max UpliftA=-1868(LC 8), F=-1621 (LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD A -B=-13254/3049, B -C=-9015/2324, C -D=-8902/2328, D -E=-1 0 674/2 937, E -F=-10998/2961
BOT CHORD A -AF= -2658/11365, AF -AG= -2658/11365, K -AG= -2658/11365, K -AH= -2 6 58/1 1 36 5,
AH -AI= -2658/11365, J -AI= -2658/11365, J -AJ= -2411/9145, I -AJ= -2411/9145, H -I=-2456/9379,
F -H=-2456/9379
WEBS C -J=-2230/8544, B -J=-4236/889, B -K=-638/3802, D -I=-1297/3359, D -J=-3002/1188,
E-1=-363/165
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 0-7-0 oc.
Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-2-0 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) Vasd=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) All plates are 1.5x4 MT20 unless otherwise indicated.
7) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load 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) except (jt=1b) A=1868
, F=1621.
11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSUTPI 1.
Continued on page 2
o
russ
nlss ype
ty
y
KARTCHNER SF16B9 PRINCETON C BMP
18-057049T
B1GRD
GABLE
1
2
Job Reference o tional
^ � • •�� • ��^ •� ^����^� ����� tl. I Iu s L)a zu zut i Mi I eK Industries, Inc. Wed May 30 07:38:35 2018 Page � 2
NOTES-
ID:TR?Z9zm1 zkaolmDSGwcRjQyXAYk-vQZ4SZj Iks2DrcEB5CZgaGGID4RhxM4U2jSvKHZBMeY
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1378 Ib down and 270 Ib up at 1-6-4, 1378 Ib down and 270 Ib up at 3-6-4
1378 Ib down and 270 Ib up at 5-6-4, 1378 Ib down and 267 Ib up at 7-4-12, 1378 Ib down and 253 Ib up at 9-4-12, and 1374 Ib down and 338 Ib up at 11-4-12, and 3886 Ib
down and 1446 Ib up at 13-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
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 -G=-84, A -F=-14
Concentrated Loads (Ib)
Vert: 1=-3886(B) K= -1378(B) AF= -1378(B) AG= -1378(B) AH= -1378(8) AI= -1378(8) AJ= -1374(B)
18-057049T
C1GE
-1-0-0
5-7-0
4x5 =
Scale = 1:22.8
ax -t —
5
LUMBER -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800F 1.6E
OTHERS 2x4 DF Stud/Std
REACTIONS. All bearings 11-2-0
(lb) - Max Horz B=-101(LC 6)
Max Uplift All uplift 100 Ib or less at joint(s) B, H, M, N, K, J
Max Grav All reactions 250 Ib 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.
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 Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide._ i
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=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) 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.
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 100 Ib uplift at joint(s) B, H, M, N, K, J.
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 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
11-2-0
11-2-0
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/deft
L/d PLATES GRIP
TCLL 35.0
TCDL 7.0
Plate Grip DOL 1.15
Lumber DOL 1.15
TC 0.07
BC 0.03
Vert(LL)
Vert(CT)
-0.00 1
-0.00 1
n/r
n/r
120 MT20 220/195
120
BCLL 0.0 '
Rep Stress Incr YES
WB 0.04
BCDL 7.0
Code IRC2015/TP12014
Matrix -SH
Horz(CT)
0.00 H
n/a
n/a
Weight: 47 Ib FT = 20%
LUMBER -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800F 1.6E
OTHERS 2x4 DF Stud/Std
REACTIONS. All bearings 11-2-0
(lb) - Max Horz B=-101(LC 6)
Max Uplift All uplift 100 Ib or less at joint(s) B, H, M, N, K, J
Max Grav All reactions 250 Ib 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.
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 Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide._ i
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=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) 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.
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 100 Ib uplift at joint(s) B, H, M, N, K, J.
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 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
18.057049T ICJ1
Diagonal Hip Girder
ID:TR?Z9zm1
_ -1-5-0_ Sr7 8 11-3-0 -
3x6 1
D E
3x4 2x4 11 45 012
5-7-8
11-3.0
LOADING (psf)
SPACING-
2-0-0
CSL
DEFL.
in
(loc)
I/deft
L/d
TCLL 35.0
Plate Grip DOL
1.15
TC 0.90
Vert(LL)
0.02
H
>999
360
TCDL 7.0
Lumber DOL
1.15
BC 0.15
Vert(CT)
-0.03
H
>999
240
BCLL 0.0
Rep Stress Incr
NO
WB 0.58
Horz(CT)
0.01
G
n/a
n/a
BCDL 7.0
Code IRC2015/TP12014
Matrix -SH
Wind(LL)
0.02
H
>999
240
LUMBER -
TOP CHORD 2x4 DF 1800E 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E
BOT CHORD 2x6 DF 180OF 1.6E or 2x6 DF SS
WEBS 2x4 DF Stud/Std
REACTIONS. (Ib/size) G=725/Mechanical, B=769/0-7-6 (min. 0-1-8)
Max Horz B=210(LC 8)
Max UpliftG=-307(LC 8), B=-208(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B -I=-1067/280, C -I=-908/288, D -G=-285/170
BOT CHORD B -K=-395/913, H -K=-395/913, H -L=-395/913, G -L=-395/913
WEBS C -H=0/295, C -G=-942/401
PLATES GRIP
MT20 220/195
Scale =1:27.2
Weight: 58 Ib FT = 20%
BRACING -
TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
- -- en _ ----- - - - - -------------Mitek -
recommends that 3tabillzers 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) Vasd=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) 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 Ib uplift at joint(s) except (jt=1b) G=307,
B=208.
6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 81 Ib down and 21 Ib up at 2-8-7, 81
Ib down and 21 Ib up at 2-8-7,108 Ib down and 77 Ib up at 5-6-6,108 lb down and 77 Ib up at 5-6-6, and 142 Ib down and 133 Ib up at
8-4-5, and 142 Ib down and 133 Ib up at 8-4-5 on top chord, and 1 Ib down at 2-8-7, 1 Ib down at 2-8-7, 13 Ib down at 5-6-6, 13 Ib
down at 5-6-6, and 47 Ib down at 8-4-5, and 47 Ib down at 8-4-5 on bottom chord. The design/selection of such connection device(s) is
the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (pif)
Vert: A -D=-84, D -E=-14, B -F=-14
Concentrated Loads (lb)
Vert: C= -27(F=-14, B=-14) H= -11(F=-6, B=-6) J= -209(F=-105, B=-105) L= -39(F=-20, B=-20)
0Truss
I rusS I ype
QtY
PlY
S171689 PRINCETON C BMP
18-057049T
D1
Monopitch
9
1
�KKARTCHNER
7
DEFL. in
(loc)
I/defl
L/d
PLATES GRIP
1
Job R-fe- Io tional
BMG WEST (IDAHO FALLS), IDAHO t-ALLb, w a34uZ 8.110 s Oct 20 2017 MiTek Industries, Inc. Wed May 30 07:38:40 2018 Page 1
ID:TR?Z9zm1 zkaolmDSGwcRjQyXAYk-FNMzWGnuYOhWxN79uI9?HJzjk5l9cgQDC?Ag?UzBMeT
1-0-0 4-10-8 -0
1-0-0 4-10-8 1 8
2X4 =
Scale = 1:13.5
�M
O
LUMBER -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E
WEBS 2x4 DF Stud/Std
REACTIONS. (Ib/size) B=344/0-3-8 (min. 0-1-8), D=218/0-1-8 (min. 0-1-8)
Max Horz B=90(LC 4)
Max UpliftB=-96(LC 4), D=-67(LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Sheathed or 4-10-8 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) Vasd=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
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 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 joint(s) D.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, D.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Q-2-0
0-2-
4-10-8
4-8-88
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. in
(loc)
I/defl
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 0.15
Vert(CT) -0.04
B -D
>999
240
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.00
Horz(CT) 0.00
n/a
n/a
BCDL 7.0
Code IRC2015/TP12014
Matrix -P
Wind(LL) 0.00
B
****
240
Weight: 18 Ib FT = 20%
LUMBER -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E
WEBS 2x4 DF Stud/Std
REACTIONS. (Ib/size) B=344/0-3-8 (min. 0-1-8), D=218/0-1-8 (min. 0-1-8)
Max Horz B=90(LC 4)
Max UpliftB=-96(LC 4), D=-67(LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Sheathed or 4-10-8 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) Vasd=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
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 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 joint(s) D.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, D.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Russ
I fuss I ype
Qty
Ply
KARTCHNER SF16139 PRINCETON C BMP
18-057049T
D2
Monopitch
5
1
CSI.
o.� � «r � �� �
(loc)
I/deft
L/d
PLATES GRIP
Job Reference o tional
A FALL3, 0 13�02 3.110 s Oct 20 2017 MiTek Industries, Inc. Wed May W 07:38:412018 Page 1
ID:TR?Z9zmlzkaolmDSGwcRjQyXAYk jawLjcoWJipNZXiLSTgFgXVxBVfQLHgMQfvEYwzBMeS
-1-0-0 3-10-8 4-M
2x4 =
Scale = 1:11.7
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.1 &Btr or 2x4 DF -N 1800F 1.6E
WEBS 2x4 DF Stud/Std
REACTIONS. (Ib/size) B=304/0-5-8 (min. 0-1-8),D=159/0-1-8 (min. 0-1-8)
Max Horz B=76(LC 4)
Max UpliftB=-94(LC 4), D=-49(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Sheathed or 3-10-8 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
�be
Tek recommends that Stabilizers and required cross bracing
installed during truss erection, in accordance with Stabilizer
tallation uide.
NOTES -
1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=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
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 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 joint(s) D.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, D.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
3-10-8
3-10-8
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. in
(loc)
I/deft
L/d
PLATES GRIP
TCLL 35.0
Plate Grip DOL
1.15
TC 0.17
Vert(LL) -0.01
B -D
>999
360
MT20 220/195
TCDL 7.0
Lumber DOL
1.15
BC 0.08
Vert(CT) -0.02
B -D
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT) 0.00
n/a
n/a
BCDL 7.0
Code IRC2015ITP12014
Matrix -P
Wind(LL) 0.00
B
****
240
Weight: 14 Ib 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.1 &Btr or 2x4 DF -N 1800F 1.6E
WEBS 2x4 DF Stud/Std
REACTIONS. (Ib/size) B=304/0-5-8 (min. 0-1-8),D=159/0-1-8 (min. 0-1-8)
Max Horz B=76(LC 4)
Max UpliftB=-94(LC 4), D=-49(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Sheathed or 3-10-8 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
�be
Tek recommends that Stabilizers and required cross bracing
installed during truss erection, in accordance with Stabilizer
tallation uide.
NOTES -
1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=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
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 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 joint(s) D.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, D.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job- toss toss ype ty y K�bn
SF1689 PRINCETON C BMP
18-057049T D3 Monopitch 6 1
ce o tional
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 8.110 s Oct 20 2017 MiTek Industries, Inc. Wed May 30 07:38:43 2018 Page 1
ID:TR?Z9zm1 zkaolmDSGwcRjQyXAYk-gy1581pnrJ35ogdZuijvyblNJKupBQfuzOKcpzBMeC
1-0-0 3_10_8 o-UU-
1-11 -88
2x4 =
3-10-8
Scale = 1:13.6
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 35.0
Plate Grip DOL
1.15
TC 0.12
Vert(LL)
-0.01
B-E
>999
360
MT20 220/195
TCDL 7.0
Lumber DOL
1.15
BC 0.08
Vert(CT)
-0.02
B-E
>999
240
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.05
Horz(CT)
0.00
n/a
n/a
BCDL 7.0
Code IRC2015/TP12014
Matrix -P
Wind(LL)
0.00
B
****
240
Weight: 16 Ib FT = 20%
LUMBER.
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 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) B=289/0-5-8 (min.0-1-8), E=270/0-1-8 (min. 0-1-8)
Max Horz B=90(LC 4)
Max UpliftB=-83(LC 4), E=-91 (LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Sheathed or 3-10-8 oc purlins.
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) Vasd=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) 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) E 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 joint(s) E.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) B, E.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
SPACING-
I russ I ype
ty
DEFL.
SF16B9 PRINCETON C BMP
18-057049T
E1
Monopitch
7ference
�YKARTCHNER
Plate Grip DOL
1.15
TC 0.08
Vert(LL)
-0.00
B
(optional)
oma. vvw i kDAHv Fr LO), DAHO FALLS, w 8.3402
s.11u s Uct 20 2017 MiTek Industries, Inc. Wed May 30 07:38:44 2018 Page 1
ID:TR?Z9zm 1 zkaolmDSGwcRjQyXAYk-88bTLegPcdByQ_Qw7bDyR97Tgjh6YeQp7d8u8FzBMeP
1-0-0 1-10-8 -0-
1-0-0 1-10-8 -1-
1.5x4 11
C
2x4 =
Scale = 1:10.6
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
PLATES GRIP
TCLL 35.0
Plate Grip DOL
1.15
TC 0.08
Vert(LL)
-0.00
B
>999
360
MT20 220/195
TCDL 7.0
Lumber DOL
1.15
BC 0.02
Vert(CT)
-0.00
B
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
n/a
n/a
BCDL 7.0
Code IRC2015/TP12014
Matrix -P
Wind(LL)
0.00
B
****
240
Weight: 9 Ib FT = 20%
LUMBER -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E
WEBS 2x4 DF Stud/Std
REACTIONS. (Ib/size) B=212/0-5-8 (min. 0-1-8), D=60/0-1-8 (min. 0-1-8)
Max Horz B=66(LC 8)
Max UpliftB=-50(LC 8), D=-24(LC 8)
Max Grav B=212(LC 1), D=61 (LC 15)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Sheathed or 1-10-8 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) Vasd=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) 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 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 joint(s) D.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, D.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
oTrus
s]I_ruT8sy'p'e_
ty
y
KARTCHNER SF16B9 PRINCETON C BMP
8-0-0
19
1
LOADING (psf)
SPACING- 2-0-0
CSI.
Job Reference (optional)
BMC WEST (IDAHO FALLS), IDAHO FALLS, IU a34UL ID:TR?Z9zmlzkaoImDSGwcRjQyXAYk-4XjEmJrf8ERfflaIFOFQXaDfkWGB0Yw6axd?D8z'B' eN
-1-0 0 8-0-0
1-0-0 8-M
Scale = 1:28.6
3x6 =
8-0-0
8-0-0
Plate Offsets (X Y)--
(B:0-3-3 0-1-81
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft L/d
PLATES GRIP
TCLL 35.0
Plate Grip DOL 1.15
TC 0.75
Vert(LL) -0.22
D -G >434 360
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.49
Vert(CT) -0.35
D -G >271 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.00
Horz(CT) 0.01
B n/a n/a
BCDL 7.0
Code IRC2015ITP12014
Matrix -AS
Wind(LL) 0.18
D -G >540 240
Weight: 25 Ib FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800F 1.6E
TOP CHORD
Sheathed.
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E
BOT CHORD
Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) C=295/Mechanical, B=485/0-5-8 (min. 0-1-8), D=88/Mechanical
Max Horz B=211(LC 8)
Max UpliftC=-153(LC 8), B=-70(LC 8)
Max GravC=295(LC 1), B=485(LC 1), D=121(LC 3)
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) Vasd=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) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B except (jt=1b)
C=153.
6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSIITPI 1.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %z' gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
O
rUSS
rUSS ype
Qty
DEFL.
KARTCHNER SF16B9 PRINCETON C BMP
18-057049T
J2
Jack -Open
6
Fy 1
Plate Grip DOL
1.15
TC 0.51
Vert(LL)
-0.05
B -D
Job Reference (optional)
BMG WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
I
8.110 s Oct 20 2017 MiTek Industries, Inc. Wed Mayy 30 07:38:47 2018 Page 1
ID:TR?Z9zmlzkaolmDSGwcRjQyXAYk-YjHc fsHvYZWHS9Vojnf3oltCwggl?9FpbMYlazBMeM
-1-0-0 5-10-15
2x4 =
LOADING (psf)SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
Well
L/d
TCLL
35.0
Plate Grip DOL
1.15
TC 0.51
Vert(LL)
-0.05
B -D
>999
360
TCDL
7.0
Lumber DOL
1.15
BC 0.21
Vert(CT)
-0.09
B -D
>758
240
BCLL
0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00
C
n/a
n/a
BCDL
7.0
Code IRC2015/TP12014
Matrix -P
Wind(LL)
0.00
B
****
240
LUMBER- BRACING -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF 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 180OF 1.6E BOT CHORD
REACTIONS. (Ib/size) C=223/Mechanical, B=397/0-5-8 (min. 0-1-8), D=39/Mechanical
Max Horz B=161 (LC 8)
Max UpliftC=-129(LC 8), B=-64(LC 8)
Max GravC=223(LC 1), B=397(LC 1), D=96(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
Scale = 1:21.7
PLATES GRIP
MT20 220/195
Weight: 19 Ib FT = 20%
Sheathed or 5-10-15 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) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=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) 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 Ib uplift at joint(s) B except Qt=1b)
C=129.
6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
ocussTruss
Type�QtY
Ply
KARTCHNER SF1689 PRINCETON C BMP
18-057049T
J3
Jack -Open
6
1
CSI.
DEFL. in
(loc)
I/defl
L/d
PLATES GRIP
Job Reference optional)
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
8.110 s Oct 20 2017 MiTek Industries, Inc. Wed May 30 07:38:49 2018 Page 1
ID:TR?29zm1 zkaolmDSGwcRjQyXAYk-U6PMOLuXR9pEWIJtw8p78Dr16kNIDufYGvrfgTzBMeK
-1-0-0 3-10-15
1-0-0 3-10-15
2x4 =
Scale: 3/4"=1'
LUMBER- BRACING -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &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 1800F 1.6E BOT CHORD
REACTIONS. (Ib/size) C=132/Mechanical, B=306/0-5-8 (min. 0-1-8), D=25/Mechanical
Max Horz 13=114(LC 8)
Max UpliftC=-80(LC 8), B=-56(LC 8)
Max GravC=132(LC 1), B=306(LC 1), D=62(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
Sheathed or 3-10-15 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) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=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) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, B.
6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
3-10-15
3-10-15
I
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 35.0
Plate Grip DOL
1.15
TC 0.17
Vert(LL) -0.01
B-D
>999
360
MT20 220/195
TCDL 7.0
Lumber DOL
1.15
BC 0.08
Vert(CT) -0.02
B -D
>999
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT) -0.00
C
We
n/a
BCDL 7.0
Code IRC2015/TP12014
Matrix -P
Wind(LL) 0.00
B
*'
240
Weight: 13 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &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 1800F 1.6E BOT CHORD
REACTIONS. (Ib/size) C=132/Mechanical, B=306/0-5-8 (min. 0-1-8), D=25/Mechanical
Max Horz 13=114(LC 8)
Max UpliftC=-80(LC 8), B=-56(LC 8)
Max GravC=132(LC 1), B=306(LC 1), D=62(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
Sheathed or 3-10-15 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) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=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) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, B.
6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
oTruss
SPACING-
I russ I ype
Uty
yKARTCHNER
SF16B9 PRINCETON C BMP
18.0570497 _
J4
Jack -Open
6
1
1.15
TO 0.08
Vert(LL) -0.00
B
>999
360
Job Reference (optional)
BMG WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
8.110 s Oct 20 2017 MiTek Industries, Inc. Wed Mayy 30 07:38:50 2018 Page 1
ID:TR?Z9zm1 zkaolmDSGwcRjQyXAYk-ylzlchvACTx58vu4UsKMhQNUJ7kVyLvhVZbCMvzBMeJ
-1-0-01-10-15
1-0-0 1-10-15
2X4 =
Scale = 1:10.4
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. in
floc)
I/deft
L/d
PLATES GRIP
TOLL 35.0
Plate Grip DOL
1.15
TO 0.08
Vert(LL) -0.00
B
>999
360
MT20 220/195
TCDL 7.0
Lumber DOL
1.15
BC 0.02
Vert(CT) -0.00
B -D
>999
240
BOLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT) -0.00
C
n/a
n/a
BCDL 7.0
Code IRC2015/TPI2014
Matrix -P
Wind(LL) 0.00
B
****
240
Weight: 7 Ib FT = 20%
LUMBER -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E
REACTIONS. (Ib/size) C=49/Mechanical, B=213/0-5-8 (min. 0-1-8), D=13/Mechanical
Max Horz B=67(LC 8)
Max UpliftC=-32(LC 8), B=-49(LC 8)
Max GravC=50(LC 15), B=213(LC 1), D=32(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Sheathed or 1-10-15 oc purlins.
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 uide.
NOTES -
1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=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) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, B.
6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
1£1057049T LG1 GABLE I2 1
Job Reference
6j-1 12-10-2
6-5-1 6-5-1
4x5
3x4 !i i Ic i I u 3x4 ',\
12-10-2
1210-2
Scale =1:43.3
FORCES. (lb) -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) Vasd=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) All plates are 1.5x4 MT20 unless otherwise indicated.
4) Gable requires continuous bottom chord bearing.
5) 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 2-0-0 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 Ib uplift at joint(s) A, G except Qt=lb)
K=155, L=185, 1=154, H=185.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d PLATES GRIP
TCLL 35.0
Plate Grip DOL 1.15
TC 0.06
Vert(LL) n/a
n/a 999 MT20 220/195
TCDL 7.0
BCLL 0.0 '
Lumber DOL 1.15
Rep Stress Incr YES
BC 0.05
WB 0.11
LMatrix-SH
Vert(CT) n/a
Horz(CT) 0.00
n/a 999
G n/a n/a
BCDL 7.0
Code IRC 2015/TP12014
_
Weight: 70 Ib FT = 20%
----
LUMBER-
_ __------- -----
BRACING -
--- _ _-----------------
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E
TOP CHORD
Sheathed or 6-0-0 oc purlins.
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800F 1.6E
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 DF Stud/Std
------------------------------------------- ------------------------------------- -
MiTek recommends that Stabilizers and required cross bracing I
be installed during truss erection, in accordance with Stabilizer
tnstailation guide.._._
REACTIONS. All bearings 12-10-2.
(lb) - Max Horz A=192(LC 5)
Max Uplift All uplift 100 Ib or less at joint(s) A, G except K=-155(LC 8),
L=-185(LC 8), 1=-154(LC 9), H=-185(LC 9)
Max Grav All reactions 250 Ib or less at joint(s) A, G, J, K, I except L=252(LC
15), H=253(LC 16)
FORCES. (lb) -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) Vasd=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) All plates are 1.5x4 MT20 unless otherwise indicated.
4) Gable requires continuous bottom chord bearing.
5) 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 2-0-0 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 Ib uplift at joint(s) A, G except Qt=lb)
K=155, L=185, 1=154, H=185.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard