HomeMy WebLinkAboutTRUSS SPECS - 17-00637 - 290 Baldwin Dr - New SFRFB8 BAINBRIDGE
REXBURG, ID.
17-103238T
12-00-00 7-10-00_ f 22-02-00
e
cuss
mss ype
[L:0-3-0.0-3-01
y
KARTCHNER FS588 BAINBRIDGE
1 11032381
A01
Common
6
1
SPACING- 2-0-0
CSI.
DEFL.
in
(loo)
Job Reference (optional)
BMC WEST (IDAHO FALLSI, IDAHO FALLS, ID UM02 6.110 5 J0114 2017
ID:OukOegSLB DsPm5KcOtsmeyZixG-jr3AL
Scale =1:68.4
5x6 =
5.00 12
1.5x4 11 5x6 = 5x8 = 5x6 = 3x8 //
7-75 1 15-2-11 23-1-0 31-1-2 1 39-1-0
7-75 7-7-5 7-00-9 7-11-04 7-11-14
Plate Offsets (X Y)--
[B:0-3-0.0-1-81, IG:0-0-0 0-3-01
[J:0-3-0,0-3-01, KO -4-0,13-3-01,
[L:0-3-0.0-3-01
BOT CHORD 2x4 OF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD
Rigid ceiling directly applied or 6.0-0 oc bracing.
WEBS 2x4 OF 180OF 1.6E or 2x4 DF NoA&Btr or 2x4 DF -N 180OF 1.6E'Except'WEBS
1 Row at midpt C -L, D -K, E -K, F -K
W9,W5,W7,W10,W8: 2x4 OF Stud/Std
MiTek recommends that Stabilizers and required cross bracing
LOADING lost)
SPACING- 2-0-0
CSI.
DEFL.
in
(loo)
I/dell
Ltd
PLATES
GRIP
TCLL 35.0
Plate Grip DOL 1.15
TC 0.73
Vert(LL)
-0.12
J -K
>999
360
MT20
220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.42
Vert(TL)
-0.22
S -M
>999
240
BCLL 0.0 '
Rep Stress Incr YES
WB 0.45
Horz(TL)
0.03
K
n/a
n/a
BCDL 7.0
Code IRC2012/TPI2007
Matrix -SH
Wind(LL)
0.08
B -M
>999
240
Weight: 203 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
Sheathed or 4-9-2 oc puriins, except end verticals.
BOT CHORD 2x4 OF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD
Rigid ceiling directly applied or 6.0-0 oc bracing.
WEBS 2x4 OF 180OF 1.6E or 2x4 DF NoA&Btr or 2x4 DF -N 180OF 1.6E'Except'WEBS
1 Row at midpt C -L, D -K, E -K, F -K
W9,W5,W7,W10,W8: 2x4 OF Stud/Std
MiTek recommends that Stabilizers and required cross bracing
be Installed during /mss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) B=885/0-5-8 (min. 0-1-8), K=2739/0-5-8 (min. 0-2-15), 1=290/0-1-8 (min. 0-1-8)
Max Horz 8=247(LC 8)
Max UpliftB=-190(LC 8), K=-555(LC 8), 1=.217(LC 19)
Max Grav B=922(LC 19), K=2739(LC 1), 1=587(LC 20)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD B -C=-1391/221, C -D=-394/73, D -E=.166/956, E -F=-138/965, F.G=-364/467
BOT CHORD B -M=-361/1172, L -M=-363/1168, K.O=-548/171, O -P=-548/171, J -P=548/171, IJ= -303/386
WEBS C -M=0/275, C.L=-1002/323, D -L=.59/497, D -K=-1229/397, E -K=-1162/258, F -K=-839/283,
FJ=.90/532, GJ= -033/180, G-1=481/436
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. 11; Exp C; enclosed;
MW FRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
4)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 7.Opsf.
5) Bearing at joint(s) I considers parallel to grain value using ANSI/rPl 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate at joint($) I.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) B=190,
K=555, 1=217.
8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSIfrPI 1.
LOAD CASE(S) Standard
Scale =1:66.2
6x6 =
3x6 =
AN AM AL AK AJ AI AH AG AF AE AD AC AS AA Z Y X W V
5x6 . 5x6 = 21*4 II
Plate Offsets (X,Y)-
(H:0-3-0.0-3-01. (R:0 -3-0,03-0L
(Z:0-3-0,03.01.
(AH:0.3-0.0.3-01
BOT CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.I&Blf or 2x4 DF -N 1800F 1.6E BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 OF Stud/Std WEBS
1 Row at micipt M -AD, L -AE, N -AC
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL
In
(lm)
I/deft
IJdI
PLATES GRIP
TCLL 35.0
Plate Grip DOL 1.15
TO 0.07
Vert(LL)
-0.00
A
n/r
120
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.03
Vert(TL)
0.00
A
n/r
120
BCLL 0.0 '
Rep Stress Ina YES
WB 0.15
Horz(TL)
0.00
V
n1a
n/e
BCDL 7.0
------------
Code IRC2012/TP12007
Matrix -SH
Weight: 249 11) FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.IBBIr or 2x4 DF -N 1800F 1.6E TOP CHORD
Sheathed or 6-0-0 oc pudins, except end verticals.
BOT CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.I&Blf or 2x4 DF -N 1800F 1.6E BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 OF Stud/Std WEBS
1 Row at micipt M -AD, L -AE, N -AC
OTHERS 2x4 OF Stud/Std'Exoept*
MITek recommends that Stabilizers and required cross bmcing
be Installed during truss erection, in accordance with Stabilizer
ST11,ST10,ST9: 2x4 OF 1800F 1.6E or 2x4 DF N0.18Btr or 2x4 DF -N 1800F 1.6E
Installation guide.
REACTIONS. All bearings 39-1-0.
(lb) - Max Horz B-247(LC 8)
Max Uplift All uplift 100 Ib or less at )oint(s) V, B, AE, AF, AG, AH, Al, AJ, AK, AL, AM, AN, AC, AB, AA, Z, Y, X,
W
Max Grav All reactions 250 It, or less at joint(s) V, B, AD, AE, AF, AG, AH, Al, AJ, AK, AL, AM, AC, AS, AA, Z, Y,
X, W except AN-257(LC 19)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD K -L=35/266, L -M=-38/283, M -N=-39/277
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-4.2pst BCDL=4.2psf; h=25ft; Cal. Il; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL -1.33
3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/FPI 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 6t
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding WO lb uplift at joint(s) V, B, AE, AF, AG, AH,
Al. AJ, AK, AL, AM, AN, AC, AS, AA, Z, Y. X. W.
10) This truss is designed In accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSOTPI 1.
LOAD CASE(S) Standard
0 .
NSS
ruse ype
Edgel
y
IxARTCHNER FSSBB BAINBRIDGE
1 1133131
B01
Common
1
1
CSI.
DEFL.
In
(loc)
Job Reference (optional)
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
45 11
Jul
5x6 = 5x8 = 5x8 = 5x6 =
Scale = 155.1
Plate Offsets (X Y)--
IB:0-1-3 0-0-121 IB:0-5-13 0-1-91
fC:0-4-0
Edgel
IE:0-4-0Edgel
IF:0-5-13 0-1-91 fF:0-1-3 0-0-121
fH:0-4-0 0-3-01
[1:0-4-0.0-3-01
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
0.54
Vert(LL)
-0.26
H -I
>999
360
MT20
220/195
TCDL 7.0
Lumber DOL 1.15
BC
0.43
Vert(TL)
-0.36
H-1
>879
240
BCLL 0.0
Rep Stress lncr VES
WB
0.31
Horz(TL)
0.05
F
n/a
n/a
BCDL 7.0
Code IRC2012ITP12007
Matrix -SH
Wind(LL)
0.07
B -I
>999
240
Weight: 124 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 4-5-2 oc purlins.
BOT CHORD 2x4 DF 180OF 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.
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
W2: 2x4 DF Stud/Std be installed during truss erection, in accordance with Stabilizer
WEDGE Installation guide.
Left: 2x4 DF Stud/Std, Right: 2x4 DF Stud/Std
REACTIONS. (Ib/size) 8=1388/0-5-8 (min. 0-1-8),F=138810-5-8 (min. 0-1-8)
Max Horz 8=250(LC 7)
Max UpliftB=-263(LC 8), F=-263(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD B -C=-1857/321, C -D=-1609/394, D -E=-1609/394, E -F=-1857/321
BOT CHORD B -I=-313/1457, 1-J=-79/946, J -K=-79/946, H -K=-79/946, F -H=-163/1399
WEBS D -H=-225/703, E-11=482/301, D-1=-225/703, C-1=4821301
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft
between the bottom chord and any other members, with BCDL = 7.Opsf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at Joint(s) except (jt=1b) B=263,
F=263.
6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSIrrPI 1.
LOAD CASE(S) Standard
O •
r15SI
Was I ype
11:0-3-4
Edgel
KARTCHNER FS 588 BAINBRIDGE
1]-103238T
B02
Common Girder
1
2
Job Reference (optional)
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
4x8 II
4x5 =^
3x4 = 3x4 = 12x12 = 12x12 = 8x12 MT201-[S0
1202 =
5-3-11 10-7-6 15-11-2 20-2-8 21-2- 126-6-8
5 -11 5-3-11 5-3-11 4-36 1-0 5-3-11
Scale = 1:57.6
Plate Offsets (X Y)--
IC:0-3-00-3-01 IF:0-0-8 0-1-81
[H:04-0,0-3-01,
11:0-3-4
Edgel
IK:0-3-8 Edgel
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/deg
Ltd
PLATES
GRIP
TCLL 35.0
Plate Grip DOL 1.15
TC
0.89
Vert(LL)
-0.22
K
>999
360
MT20
220/195
TCDL 7.0
Lumber DOL 1.15
BC
1.00
Vert(TL)
-0.35
K -L
>894
240
MT20HS
165/146
BCLL 0.0 '
Rep Stress Incr NO
WB
0.96
HOrz(TL)
0.08
1
n/a
nla
BCDL 7.0
Code IRC2012ITP12007
Matrix -SH
Wind(LL)
0.11
K
>999
240
Weight: 36116
FT=20%
LUMBER -
TOP CHORD 2x4 OF 180OF 1.6E or 2x4 DF N0.1&Blf or 2x4 DF -N 180OF 1.6E
BOT CHORD 2x6 OF 1800F 1.6E or 2x6 DF SS
WEBS 2x4 DF Stud/Std *Except'
W1,W4: 2x4 OF 180OF 1.6E or 2x4 OF No.18Blr or 2x4 DF -N 180OF 1.6E
WEDGE
Right: 2x8 OF SS or 1950F 1.7E
REACTIONS. (Ib/size) B=3447/0-5-8 (min. 0-1-13), 1=9556/0-5-8 (min. 0-5-2)
Max Horz 8=244(LC 24)
Max UpliftB=-658(LC 8), 1=-1825(LC 9)
BRACING -
TOP CHORD Sheathed or 2-7-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD B -C=-5360/986, C -D=-5177/1049, D -E=5012/1060, E -F=-6842/1411, F -G=-12849/2534,
G -H=-13831/2701, H-1=-1407212669
BOT CHORD B -N=-885/4246, M -N=-792/4187, M -O=-659/3936, O -P=-659/3936, L -P=-65913936,
K -L= -1279/7202,J -K=-1945/10712, J -Q=-2092/11337, Q -R= -2092/11337,1-R=-2092/11337
WEBS E -L=-1242/5878, F -L=-568711266, HJ= -225/375, E -M=-257/641, D -M=-503/311,
D -N=-215/345, G-0-2336/549, F -K=-1825/9105, G -J=-659/3003
NOTES -
1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 -1 row at 0-4-0 Do.
Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-2-0 Do.
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. 11; Exp C; enclosed;
MW FRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 7.Opsf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10016 uplift at joint(s) except Qt=1b) B=658,
1=1825.
9) This truss is designed in accordance with the 2012 International Residential Code sections R502A 1.1 and R802A0.2 and referenced
standard ANSI/TPI 1.
10) Use Simpson Strong -Tie LUS26 (4-8D9112 Girder, 4-SD9212 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting
at 20-11-4 from the left end to 24-114 to connect truss(es) M03 (1 ply 2x4 DF -N or DF) to front face of bottom chord.
11) Fill all nail holes where hanger is in contact with lumber.
Continued on page 2
p
NSS
NSS ype
KARTCHNER FS5689AINBRIDGE
1]-103238T
90]
Common Girtler
t
2
Job Reference O fl0nal
BMC WEST (IDAHO rncLa), NAHU rota, lu nwaz ID:Ouk0egSL8_OsPm5KcQtsmeyZixG08_ppQimGwYwryylh23baNzns7Mmt3?h10gi5ySgD_
NOTES -
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 6988 Ib down and 13341b up at 20-2-8 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 -E=-84, E-1=-84, B -I=-14
Concentrated Loads (lb)
Vert: J= -1116(F) K= -6988(F) Q= -1116(F) R=.1 1116(F)
17-1032387
R'
5x6 = 5x5 =
ISM II 3x4 = 5x5 = 1.50 11
Scale =1:50.4
LUMBER-
BRACING -
TOP CHORD
2x4 DF 1800F 1.6E or 2x4 DF N0.1&Btr or 2x4 DF -N 1800F 1.6E
TOP CHORD
BOT CHORD
2x4 OF 1800F 1.6E or 2x4 DF No.1&Bir or 2x4 DF -N 1800F 1.6E
WEBS
2x4 OF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800E 1.6E •Exmpt•BO7 CHORD
LOADING (pso
SPACING-
2.0-0
CSI.DEFL
In
(loc)
Well
L1d
PLATES
GRIP
TCLL 35.0
Plate Grip DOL
1.15
TC 0.74
Verl(LL)
-0.05
B -J
>999
360
MT20
220/195
TCDL 7.0
Lumber DOL
1.15
BC 0.27
Vert(TL)
-0.09
BJ
>999
240
BCLL 0.0 '
Rep Stress Ina
YES
WB 0.43
Horz(TL)
0.02
G
We
n/a
!
BCDL 7.0
Code IRC2012JTP12007
Matrix -SH
Wind(LL)
0.04
BJ
>999
240
Weight: 126 Ib
FT=20%
LUMBER-
BRACING -
TOP CHORD
2x4 DF 1800F 1.6E or 2x4 DF N0.1&Btr or 2x4 DF -N 1800F 1.6E
TOP CHORD
BOT CHORD
2x4 OF 1800F 1.6E or 2x4 DF No.1&Bir or 2x4 DF -N 1800F 1.6E
WEBS
2x4 OF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800E 1.6E •Exmpt•BO7 CHORD
W6,W5,W4: 2x4 DF Stud/Std
WEBS
WEDGE
Left: 2x4 DF Stud/Std
REACTIONS. (Ib/size) B=1079/0-5-8 (min. 0-1-8), G=9621Mechanical
Max Horz B=274(LC 8)
Max UpliftB=-203(LC 8), G=-173(LC 8)
FORCES, (Ib) -Max. Comp./Max. Tan. -All forces 250 (Ib) or less except when shown.
TOP CHORD B -C=-1368/213, C -D=-814/175, D -E=-483/179, E.F--709/171, F -G=-923/194
BOT CHORD BJ --333/1001, IJ= -334/999, H -I=-115/539
WEBS C -I=-567/268, D.I=-120/367, D -H=-017/144, F -H=-105/584
Sheathed or 5.3.13 oc pudins, except end verticals, and 2-0.0 oc
pudins (6-0-0 max.): D.E.
Rd ceiling directly applied or 10-0-0 oc bracing.
1 Rowatmldpt D-H,E-H
MIT recommends that Stabilizers and required cross bfecing
be Installed during truss erection, In accordance with Stabilizer
Installatlon gulde._________
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7.10; Vul1=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psh BCDL-4.2psh h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL -1.33 plate grip DOL -11.33
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf 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 3-8-0 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 lb uplift atjolnt(s) except Gt-lb) 8=203,
G=173.
8) This truss is designed In accordance with the 2012 International Residential Cade sections R502.11.1 and R802.10.2 and referenced
standard ANSUTPI 1.
9) Graphical puriin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord.
LOAD CASE(S) Standard
Diol I Diagonal Hip (Girder
01
2011 Scale.3/a"=1'
E
3x4 = 1.5x4 I 3x4 = 34 =
3-9-0 780 11-3-0
Plate Offsets 1
18:0.0.0.0-0.101
TOP CHORD 2x4 DF 1800F 1.8E or 2x4 OF No.I&Bfr or 2x4 DF -N 1800F 1.6E TOP CHORD
Sheathed or 6-M co pudins, except end verticals.
BOT CHORD 2x4 DF 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 oc bracing.
WEBS 2x4 DF Stud/Std
MITek recommends that Stabilizers and required cross brecing
be Installed during truss erection In accordance with Stabilizer
LOADING (psp
SPACING-
2.0-0
CSI.
i
DEFL
In
(loc)
gdefl
L/d
PLATES
GRIP
TCLL 35.0
Plate Grip DOL
1.15
TC 0.28
Vert(LL)
-0.02
G -H
>999
360
MT20
220/195
TCDL 7.0
Lumber DOL
1.15
BC 0.16
Vert(TL)
-0.03
G -H
>999
240
BCLL 0.0 •
Rep Stress Ina
NO
WB 0.37
Horz(TL)
0.01
F
n/a
n/a
BCDL 7.0
Code IRC20127P12007
Matdx-SH
Wind(LL)
0.02
G -H
>999
240
Weight: 60 lb
FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 DF 1800F 1.8E or 2x4 OF No.I&Bfr or 2x4 DF -N 1800F 1.6E TOP CHORD
Sheathed or 6-M co pudins, except end verticals.
BOT CHORD 2x4 DF 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 oc bracing.
WEBS 2x4 DF Stud/Std
MITek recommends that Stabilizers and required cross brecing
be Installed during truss erection In accordance with Stabilizer
Installationgulde.
REACTIONS. (Ib/size) F=730/Mechanicel, B=777/0.7.6 (min. 0.1.8)
Max Horz 8=239(LC 23)
Max UpliflF=-364(LC 8), B=-218(LCB)
FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD B -I=-981/289, C-1=-849/280, C -J=-646/259, D -J=-508/187
BOT CHORD B -L=-401/759, H -L=-001/759, H -M=-401[/59, G -M=-001/759, G -N=-280/527, F -N=-280/527
WEBS C -G=-273/136, D -G=-3/313, D -F=-748/398
NOTES -
1) Wind: ASCE 7.10; Vul1=115mph (3-secontl gust) V(IRC2012)-91mph; TCDL=4.2psh BCDL-4.2psh h=258; 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 bad nonconcument with any other live loads.
3) ` This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)olnt(s) except (jt=1b) F=364,
B=218.
6) This truss is designed In accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "NAILED" Indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 149 Ib down and 160 lb up at 8-5-6,
and 149 lb down and 160 lb up at 8-5-6 on top chord. The deslgn/selection of such connection device(s) Is the responsibility of others.
9) In the LOAD CASES) 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 (plf)
Vert: A -E-.84, B -F=-14
Concentrated Loads (Ib)
Vert: J= -33(F--16, B=-16) K --214(F=-107, B=-107) M=.12(F=-6, B=-6) N=40(F--20, B=-20)
g r
m55
Type
Oty
Ply
KARTCHNERFS5B8BAINBRIDGE
17-103238T
101 ]Hip
Hip
1
1
in
(loo)
I/deft
L/d
PLATES GRIP
TCLL 35.0
Job Reference (optional)
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
5x8 = 5x6 =
5,6 = L ^ ° ' 5x6 =
1.5x4 II 3x4 = 5x8 = 1.5x4 II
6-0-0 12-0-0 14-&8 205$ 2fi5-8
fi-0-0 6-0-0 2-6-8 6-0-0 I
Scale =1:51.7
�o
Plate Offsets (X Y)—
[B:0-5-13.0-1-91 8:0-1-3 0-0-121 [D:0-4-0,0-1-91,
[E:0-3-0,0-2-31,
[G:0-5-13 0-1-91 IG:0-1-3 0-0-121 IJ:0-3-12 0-3-0]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loo)
I/deft
L/d
PLATES GRIP
TCLL 35.0
Plate Grip DOL 1.15
TC
0.41
Vert(LL)
-0.07
K
>999
360
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
SC
0.31
Vert(TL)
-0.12
K -L
>999
240
BCLL 0.0 '
Rep Stress Incr YES
WB
0.48
Horz(TL)
0.06
G
We
n/a
BCDL 7.0
Code IRC2012/TPI2007
Matrix -SH
Wind(LL)
0.04
8-L
>999
240
Weight: 145lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF NoA&Btr or 2x4 DF -N 1800F 1.8E TOP CHORD
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.t&Btr or 2x4 DF -N 1800F 1.6E
WEBS 2x4 OF Stud/Std •Except' BOT CHORD
WEBS
W2,W 1: 2x4 OF 1800F 1.6E or 2x4 OF No.t&Btr or 2x4 DF -N 1800F 1.6E
WEDGE
Left: 2x4 DF Stud/Std, Right: 2x4 OF StudlStd
REACTIONS. (Ib/size) 8=1388/0-5-8 (min. 0-1-8), G=1388/0-5-8 (min. 0-1-8)
Max Hoa 8=-226(LC 6)
Max UpliftB=-257(LC 8), G=-257(LC 9)
FORCES. (lb) - Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD B -C=-1900/307, C -D=-1384/276, D -E=-1021/286, E -F=-1388/277, F -G=-1899/307
BOT CHORD B -L=-29211435, K -L=-292/1435, J -K=-87/1020, 1-J=-140/1435, G -I=-140/1435
WEBS C -K=-519/251, D -K=-107/352, EJ= -100/348, FJ= -517/251
Sheathed or 4-6-6 oc purlins, except
2-M oc purlins (6-0-0 max.): D -E.
Rigid ceiling directly applied or 10-0-0 oc bracing
I Row at midpt DJ
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.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (it=1b) B=257,
G=257.
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.
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
17-1038387 IE0t
31
54 =
5x8 =
LOA 11 30 = 8x8 = 1.5x4 11
Scale=1:45.2
elate UneeG9(&TF
IU:U-4-Ctagel 9s:U-l•N U•Y131.[U:U-V-i[U-1.31, I1)'U-3-0.0-2-31
IE'03-00.231 IH10-4-0"w0j
LOADING (psf) SPACING. 2-" CSI.
DEFL In
(loc) Udell Ud PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.44
Vert(LL) •0.03
B.J >999 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.23
Vert(TL) -0.06
BJ >999 240
BCLL 0.0 • Rep Stress Ina YES WB 0.36
HOrz(TL) 0.02
G n/a n/a
BCDL 7.0 Code IRC2012/TP12007 Matrix -SH
Wind(LL) 0.03
BJ >999 240 Weight: 120 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 5-5-3 oc purlins, except end verticals, and 2.0-0 oc
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E
pudins (6-M max.): D -E.
WEBS 2x4 DF Stud/Std *Except*
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
1 Row at mldpt D -H
W2, W 1: 2x4 DF 1800F 1.6E or 20 DF No.i&Btr or 2x4 DF•N 1800F 1.6E
MiTek recommends that Stabilizers end required aoss bracing
WEDGE
Left: 2x4 DF Stud/Std
be Installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/slze) B=1079/0-5-8 (min. 0.1.8), G=962/Mechanical
Max Horz B-257(LC 8)
Max UpliftB=-200(LC 8), G=-151(LC 8)
FORCES. (lb) • Max. Comp./Max. Ten. -All farces 250 (Ib) or less except when shown.
TOP CHORD B -C=-1387/213, C -D=•918/181, D -E=-448/142, E•F=-628/128, F -G=-934/165
BOT CHORD BJ--32711025,1-J-.327/1025,1-K--137/644,H-K-.137/644
WEBS C-1=465/232, D -I=-91/399, D -H=-020/133, F -H=-93/838
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. Il; 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 toad of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tail by 2-M 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 lb uplift at)oint(s) except at -lb) B=200,
G=151.
8) 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.
9) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord.
LOAD CASE(S) Standard
R'
Gable
2x4 =
5x8 =
Scale =1:48.6
M° M L K J I H
LOADING (pso
SPACING-
2.0-0
CSI.
DEFL
In
(loc)
Well
L/d
TCLL
35.0
Plate Grip DOL
1.15
TC 0.31
Vert(LL)
-0.04
B -N
>999
360
TCDL
7.0
Lumber DOL
1.15
BC 0.18
Vert(TL)
-0.09
B -N
>999
240
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.72
H=(TL)
0.01
F
n1a
n/a
BCDL
7.0
Code IRC2012rrPI2007
Matrix -SH
Wind(LL)
0.02
B -N
>999
240
11
PLATES GRIP
MT20 220/195
Weight:1411b FT -20%
LUMBER-
BRACING -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.18Btr or 2x4 DF -N 1800F 1.6E
TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2x4 OF 1800F 1.6E or 2x4 DF NoA&Btr or 2x4 DF -N 1800F 1.6E
BOT CHORD Rigid ceiling directly applied or 6-0-0oc bracing.
WEBS 2x4 OF Stud/Stdrecommends-
-
that Stabilizers and required cross brecGg
be
OTHERS 2x4 OF Stud/Std
Ins
Installed during truss erection in accordance with Stabilizer
WEDGE
Installation guide.
In
Left: 2x4 OF Stud/Std, Right: 2x4 OF Stud/Std
REACTIONS. All bearings 8.9.8 except (Jt=length) BzO-". M=0.3.8.
(Ib)- Max Horz B=-196(LC 6)
Max Uplift All uplift 100 It, or less at joint(s) F, H except B=-152(LC 8), K--230(LC 9), L-217(LC 14)
Max Grav All reactions 250 to or less at Jolnt(s) J,1, H except B=731 LC 1), F-328(LC 20), K-960(LC 1),
M=343(LC 14)
FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B -C=-792/143, C -D=-606/201
BOT CHORD B -N=-152/608
WEBS D -K=-667/152, E -K=-398/241, D -N--177/483, C -N=-370/231
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=4.2psh 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 ANSIIfPI 1.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable studs spaced at 2.0-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl 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-M vide will fit
between the bottom chord and any other members, with BCDL - 7.Opsf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s) F, H except (jt -lb)
B=152, K=230, L=217.
9) 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(S) Standard
tToT 'T
SPACING-
Trials Type
CSI.
DEFL
KARTCHNER FS568 BAINBRIDGE
17-103238T
G02
Roof Special
B
1
Plate Grip DOL
1.15
TC 0.29
Vert(LL)
-0.08
H-1
Job Reference(optional) .
BMC WEST (IDAHO FALLS). IDAHO FALLS. ID 03402
I
45 11
Scala =1:42.5
LOADING (psf)
SPACING-
2.0.0
CSI.
DEFL
In
(loc)
Well
Ud
TCLL
35.0
Plate Grip DOL
1.15
TC 0.29
Vert(LL)
-0.08
H-1
>999
360
TCDL
7.0
Lumber DOL
1.15
BC 0.25
Vert(TL)
-0.13
H-1
>999
240
BCLL
0.0 •
Rep Stress Incr
YES
WB 0.14
Hom(TL)
0.03
G
Ne
We
8CDL
7.0
Code IRC20121TPI2007
Matrix -SH
Wind(LL)
0.03
B-1
>999
240
LUMBER- BRACING -
TOP CHORD 2x4 DF 1BOOF 1.6E or 2x4 DF No.1&Bb or 2x4 DF -N 1BOOF 1.6E TOP CHORD
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Bir or 2x4 DF -N 1 GOOF 1.6E BOT CHORD
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Bb or 2x4 DF -N 1800F 1.6E •Except•
W4,W3: 2x4 OF StudlStd
WEDGE
Left: 2x4 OF Stud/Std
SLIDER Right 2x4 DF Stud/Std 2-11-2
REACTIONS. (Ib/size) G=969/Mechanical, B-1087/03.8 (min.0-1-8)
Max Horz B=191 (LC 6)
Max UpliftG=-172(LC 9), B=-209(LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD B -C=-1393/238, C -D=-1208/300, D -E=-1177/293, E -F=-1159/242, F -G=-1351/226
BOT CHORD B -I=-238/1056, IJ= -64/699, J -K=.64/699, H -K--64/699, G -H=-123/1023
WEBS C -I=-351/227, D-1=-171/503, D -H=-165/486, E -H=-356/227
NOTES -
1) Unbalanced roof live loads have been considered for this design
R
PLATES GRIP
MT20 220/105
Weight: 97 lb FT=20%
Sheathed or 5-5.11 ox; pur ins.
Rigid calling directly applied or 10-0-0 Dc bracing.
MiTek recommends that Stabilizers and required cross bracing
be Installed during truss erection, in accordance with Stabilizer
Installation guide.
2) Wind: ASCE 7.10; Vul1=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL-4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; enclosed;
MW FRS (envelope) gable and 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 33-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 7.Opsf.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s) except ()t=1b) G=172,
B=209.
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(S) Standard
17-1032387
45 =
D 5x8 J 5x6 =_
1.6x4 II 5x8 - 318 = 1.5x1 11
6-10 10-1ao 17oe za1-0
1
Scale = 1:43.8
Plate Offsets (X.Y)-
113:0-3-8.Edcel 113:0.1.9.0-5-131
[B:0-0-12,0-1-31,
IE:0-4-0.0.2.21
IF:03-00.231 [10 -4 -0.0 -Ml
purlins (6-0-0 max.): E.F.
WEBS 2x4 OF Stud/Sid *Except* BOT CHORD
Rigid ceiling directly applied or 10-0-0oc bracing, Except:
LOADING (psf)
SPACING- 2-0-0
WEDGE WEBS
CSI.
Left: 2x4 OF Stud/Std
DEFL.
In
(Ico)
Udell
Lid
PLATES
GNP
TCLL 35.0
Plate Grip DOL 1.15
Max UpliftB--196(LC 8), H--192(LC 9)
TC
0.49
Vert(LL)
-0.05
1-J
>999
360
MT20
2201195
TCDL 7.0
Lumber DOL 1.15
SC
0.22
Vert(TL)
-0.11
IJ
>999
240
BCL_ 0.0 '
Rep Stress Ina YES
WB
0.47
Horz(TL)
0.03
H
Na
Na
BCDL 7.0
Code IRC20127PI2007
MaVIx-SH
Wind(LL)
0.02
B -K
>999
240
Weight: 125 Ib
FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1BBtr or 2x4 DF -N 1800F 1.6E TOP CHORD
Sheathed or 5-5.11 oc purlins, except end verticals, and 2-0-0 oc
BOT CHORD 2x4 DF IB00F 1.6E or 2x4 DF No.1 BBIr or 2x4 DF -N 1800F 1.6E
purlins (6-0-0 max.): E.F.
WEBS 2x4 OF Stud/Sid *Except* BOT CHORD
Rigid ceiling directly applied or 10-0-0oc bracing, Except:
W4: 2x4 DF 1800F 1.6E or 2x4 DF No.18Btr or 2x4 DF -N 1800F 1.6E
6-0-0 oc bracing: H-1.
WEDGE WEBS
IRow, at mldpt E-1
Left: 2x4 OF Stud/Std
MiTek recommends that Stabilizers and required cross bracing
be Installed during truss erection, in accordance with Stabilizer
. Installation guide.
REACTIONS. (Ib/size) B=1079/0.5.8 (min. 0.13), H=962/Mechanical
Max Harz B=248(LC 8)
Max UpliftB--196(LC 8), H--192(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD B -C=-1394/209, C -D=-954/190, D -E--942/250, E -F--385/140, F-0=-082/116, G -H=-953/192
BOT CHORD B -K=-320/1033, J -K=320/1033, J.L=-150/751, L -M=-150/751, I -M--150/751
WEBS CJ= -036/214, DJ= -222/810, EJ= -593/232, E-1=-523/142, G-1=-115/735
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7.10; Vul1=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4,2psf; BCDL-4.2psf; h=25ft; Cal. II; Exp C; enclosed;
M W FRS (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 ft
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 lb uplift al)oint(s) except QI=Ib) B=196,
H=192.
8) 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.
9) Graphical puriin representation does not depict the size or the orientation of the pudin along the lop and/or bottom chord.
LOAD CASES) Standard
tdU6 t
Truss
Truss Type
Gry
Ply
KARTCHNER FS5B8 BAINBRIDGE
r1] -103238T
J01
JACK -OPEN
]
1
SPACING-
2.0-0
CSI.
DEFL.
In
(loo)
Job Reference (op6ona0
185[NS93Y
rxsrl
E
45 = 1.5x4 \\
Scale: 3/8'=1'
Plate Offsets (X.Y)--
fB:0-0-0.0-0-81
LOADING (psf)
SPACING-
2.0-0
CSI.
DEFL.
In
(loo)
Ildell
L/d
PLATES GRIP
TCLL 35.0
Plate Grip DOL
1.15
TC 0.35
Vert(LL)
-0.12
E -H
>774
360
MT20 220/195
TCDL 7.0
Lumber DOL
1.15
BC 0.31
Vert(TL)
-0.27
E -H
>355
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.16
Horz(TL)
0.01
B
n/a
n/a
BCDL 7.0
Code IRC2012/TP12007
Matrix -AS
Wind(LL)
0.06
E -H
>999
240
Weight: 32 lb FT=20%
LUMBER -
TOP CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.t&Btr or 2x4 DF -N 1800F 1.6E
BOT CHORD 2x4 OF 1800F 1.6E or 2x4 DF NoA&Btr or 2x4 DF -N 1800F 1.6E
WEBS 2x4 OF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std
BRACING -
TOP CHORD Sheathed.
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) D=-38/Mechanical, B=484/0-5-8 (min. 0-1-8), E=422/Mechanical
Max Harz 8=241(LC 8)
Max UpliftD=-39(LC 15), 8=-49(LC 8), E=-184(LC 8)
Max GfavO=13(LC 8), B=484(LC 1), E=422(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD B -C=-297/0
WEBS C -E=404/224
NOTES -
1) Wind: ASCE 7-10; Vult=115mph (3-secand gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
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) D, B except (jt=lb)
E=184.
6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
BMC MST (IDAHO FALLS), IDAHO FALLS, ID 83402
2x4 -
3X6 II
Scale =1:24.8
Plate Offsets (X Y)--
IB:0-0-0 0-0-01 IB:0-0-11 0-0-51
-
Oh'1
I(ARTCHNER FSSBa BAINBRIDGE
17-f03238T
J01A8
cx-0pepe
LOADING (psi
SPACING- 2-0-0
CSI.
DEFL.
In
(loo)
I/deft
Job Reference (optional)
BMC MST (IDAHO FALLS), IDAHO FALLS, ID 83402
2x4 -
3X6 II
Scale =1:24.8
Plate Offsets (X Y)--
IB:0-0-0 0-0-01 IB:0-0-11 0-0-51
LOADING (psi
SPACING- 2-0-0
CSI.
DEFL.
In
(loo)
I/deft
L/d
PLATES
GRIP
TOLL 35.0
Plate Grip DOL 1.15
TO 0.53
Vert(LL)
-0.05
B -D
>999
360
MT20
220/195
TOOL 7.0
Lumber DOL 1.15
BC 0.21
Vert(TL)
-0.11
B -D
>608
240
BOLL 0.0 '
Rep Stress Incr YES
WB 0.00
HOrz(TL)
-0.00
C
n/a
n/a
BCDL 7.0
Code IRC2012/7PI2007
Matrix -P
Wind(LL)
0.00
B
""
240
Weight: 20 lb
FT=20%
LUMBER -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 OF NoA&Bir or 2x4 DF -N 180OF 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.t&Btr or 2x4 DF -N 180OF 1.6E
WEDGE
Left: 2x4 DF Stud/Std
BRACING -
TOP CHORD Sheathed or 5-11-11 oc pudins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) C=226/Mechanical, 3=401/0-5-8 (min. 0-1-8), D=40/Mechanical
Max Horz B=187(LC 8)
Max UpliftC=-149(LC 8), B=-46(LC 8)
Max GravC=226(LC 1), 8=401(LC 1), D=97(LC 3)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) 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) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrenl 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 ft
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 100Ib uplift at joint(s) B except Qt=lb)
C=149.
6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/rPI 1.
LOAD CASE(S) Standard
j
NSS
Nsa ype
CSI.
y
KARTCHNER FSSBB BAINBRIDGE
0323877
J02
JaGc-Open
4
1
Plate Grip DOL
111-1
TC 0.18
Vert(LL)
-0.01
S -D
Job Reference o done/
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
U.110 s JU1142017 w iex InOusines, Inc. I U9 0L11715:"AU 2U17 Pa9g91
ID:0uk0egSL8_DsPm5KcOtsmeyZixG-43PUzYtFGtpPD8brhLpaikVi3vSFnunC8sKyjjyBSCI
-1-0-0 3-11-11
i-0-0 1 3-11-11
2x4 =
Scale=1:18.4
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
In
(loo)
Well
L/d
PLATES GRIP
TCLL 35.0
Plate Grip DOL
1.15
TC 0.18
Vert(LL)
-0.01
S -D
>999
360
MT20 220/195
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
C
n/a
n/a
BCDL 7.0
Code IRC2012/rP12007
Matrix -P
Wind(LL)
0.00
B
""
240
Weight: 14111 FT=20%
LUMBER -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 OF No.1&Bir or 2x4 DF -N 180OF 1.6E
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 180OF 1.6E
WEDGE
Left: 2x4 DF Stud/Std
BRACING -
TOP CHORD Sheathed or 3-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-" oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
installation guide.
REACTIONS. (Ib/size) C=135/Mechanical, B=310/0-5-8 (min. 0-1-8), D=26/Mechanical
Max Horz B=133(LC 8)
Max UpliftC=-96(LC 8), B=-43(LC 8)
Max Grav C=137(LC 15), 8=310(LC 1), D=63(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
NOTES -
1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psh BCDL=4.2psf, h=25ft; Cal. 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 nonooncurrent with any other live loads.
3) - This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) C, B.
6) This truss is designed In accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVrPI 1.
LOAD CASE(S) Standard
(P___
toss
toss ype
SPACING. 2-0-0
y
KARTCHNERFS538 BAINBRIDGE
t7-103238T
K01
Hip
1
i
GRIP
TCLL 35.0
Plate Gnp DOL 1.15
TC 0.64
Vert(LL)
-0.19
Job Reference (optional)
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
R,
Scale =1:47.3
5x6 = 5x8 =
5x8 — 5x6 =
Plate Offsets (X,Y)--
[B:Edge,0-2-12], [B:0-5-13,0-1-9], [B:0-1-3,0-0-12], [D:0-3-0,0-2-3], [E:0-4-0,0.1-9], [G:Edge,0.2-12], [G:0-5-13,0-1-9], [G:0-1.3,0-0-12], [I:0-3-0,0-3-4],
IJ:04-0 0-3-01
LOADING (psf)
SPACING. 2-0-0
CSI.
DEFL,
in
(loc)
VdeO
Ltd
PLATES
GRIP
TCLL 35.0
Plate Gnp DOL 1.15
TC 0.64
Vert(LL)
-0.19
G-1
>999
360
MT20
220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.41
Vert(TL)
-0.40
G-1
>779
240
BCLL 0.0
Rep Stress Incr YES
WB 0.21
HOR(TL)
0.06
G
n/a
n/a
BCDL 7.0
Code IRC2012/TP12007
Matrix -SH
Wind(LL)
0.04
BJ
>999
240
Weight: 128 lb
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 180OF 1.6E or 2x4 DF No.l&Btr or 2x4 DF -N 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except*
W1: 2x4 DF 1800F 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 1800F 1.6E
WEDGE
Left: 2x4 OF Stud/Std, Right: 2x4 DF Stud/Std
REACTIONS. (Ib/size) B=1388/0-5-8 (min. 0-1-8),G=1388/0-5-8 (min. 0-1-8)
Max Horz 8=-191(LC 6)
Max UpllftB=-243(LC 8), G=-243(LC 9)
BRACING -
TOP CHORD
Sheathed or 4-8-3 oc purlins, except
2-0-0 no pudins (4-84 max.): D -E.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
1 Row at mldpt E -J
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide,
FORCES. (lb) -Max. Comp./Max. Ten. -.All forces 250 (lb) or less except when shown.
TOP CHORD B -C=-18451311, C -D=-1533/257, D -E=-1173/267, E -F=-15311257, F.G=.1845/311
BOT CHORD BJ= -283/1425, J -K=.78/1173, 1-K=-78/1173, G -I=-154/1425
WEBS CJ=.3251222, D -J=-371321, E -I=-601379, F -I=-323/222
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=4.2psf; 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 In uplift at Joint(s) except Qt=1b) B=243,
G=243.
7) This truss is designed in accordance with the 2012 International Residential Code sections R502A 1.1 and R802.10.2 and referenced
standard ANSI TPI 1.
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
(j
N53
N55 ypa
y
y
KARTCHNER FSSBB BAINBRIDGE
17-1032387
LOi
Monoplrh
i
1
TOP CHORD
Sheathed or 4-11-12 oc purlins, except end verticals.
BOT CHORD 2x4 OF 1800F 1.6E or 2x4 OF N0.1&Bff or 2x4 DF -N 1800F 1.6E
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 OF Stud/Std *Except*
Job Reference o ticnal
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
3.6 11 Scale =1:38.2
D
1.50 II axa //
LOADING(psf)
TCLL 35.0
TCDL 7.0
SCLL 0.0 '
BCDL 7A
SPACING- 2-0-0
Plate Grip DOL 1.15
Lumber DOL 1.15
Rep Stress Incr VES
Code IRC2012/TPI2007
CSI.
TO 0.75
SC 0.40
WB 0.31
Matrix -SH
DEFL. In
Vert( CL) -0.11
Vert(TL) -0.21
Horz(TL) 0.03
Wind(LL) 0.08
floc) I/deft L/d
B -F >999 360
B -F >901 240
E n/a n/a
B -F >999 240
PLATES GRIP
MT20 220/195
Weight: 71111 FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 OF 1800F 1.6E or 2x4 OF NO.I&Btf or 2x4 DF -N 1800F 1.6E
TOP CHORD
Sheathed or 4-11-12 oc purlins, except end verticals.
BOT CHORD 2x4 OF 1800F 1.6E or 2x4 OF N0.1&Bff or 2x4 DF -N 1800F 1.6E
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 OF Stud/Std *Except*
WEBS
1 Row at mldpt C -E
W2: 2x4 OF 1800F 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 1800F 1.6E
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 8=878/0-5-8 (min. 0-1-8), E=761/0-1-8 (min. 0-1-8)
Max Hom B=285(LC 8)
Max UpliftB=-166(LC 8), E=-243(LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -Ali forces 250 (Ib) or less except when shown.
TOP CHORD B -C=-12831162, D -E=-264/126
BOT CHORD B -F=-345/1074, E -F=-347/1070
WEBS C -F=0/313, C -E=-1141/370
NOTES -
1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; enclosed;
MW FRS (envelope) gable end zone; cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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 joints) E considers parallel to grain value using ANSI/TPI 11 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 100111 uplift at joint($) except fjt=lb) B=166,
E=243.
7) This truss is designed in accordance with the 2012 International Residential Code sections R502A 1.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
4x5 =
2x4 /i L K J I H 2x4 �\
Scale =1:37.4
LUMBER- BRACING -
TOP CHORD 2x4 OF 1800F 1.6E or 20 OF No.i&Bir or 2x4 DF -N iBDDF 1.6E TOP CHORD
BOT CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 18DOF 1.6E BOT CHORD
OTHERS 2x4 OF Stud/Std
Sheathed or 6-M oc pudins.
Rigid calling directly applied or 10-0-00o bracing
MiTsk recommends that Stablllzere and required cross bracing
be Installed during truss erection, In accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 10-0.13.
(Ib) - Max HorzA-162(LC 5)
Max Uplift All uplift 100 Ib or toss at jolnt(s) G except A=-1 D0(LC 6), K--178(LC 8), L=-139(LC 8),1=178(LC 9),
H--140(LC 9)
Max Grav, All reactions 250 Ib or less at joint(s) A, G, d, K, L, I, H
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; Vu11=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psF BCDL=4.2psh 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 hearing.
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 lb uplift at jolnt(s) G except Qt=1b) A=100
, K=178, L-139,1-178, H=140.
8) This truss Is designed In accordance with the 2012 International Residential Code sections R502.1 1A and R802.10.2 and referenced
standard ANSOTPI 1.
LOAD CASE(S) Standard
i
104-13
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
In (loc)
gdefl
Ltd
PLATES
GRIP
TCLL 35.0
Plate Grip DOL
1.15
TC
0.05
Vert(LL)
n1a -
n1a
999
MT20
220/195
TCDL 7.0
Lumber DOL
1.15
BC
0.02
Vert(TL)
We -
n/a
999
BCLL 0.0 '
Rep Stress Ina
YES
WB
0.07
Hou(TL)
0.00 G
n1a
n1a
BCDL 7.0
Code IRC2012/TPI2007
Matdx-SH
Weight: 54 lb
FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 OF 1800F 1.6E or 20 OF No.i&Bir or 2x4 DF -N iBDDF 1.6E TOP CHORD
BOT CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 18DOF 1.6E BOT CHORD
OTHERS 2x4 OF Stud/Std
Sheathed or 6-M oc pudins.
Rigid calling directly applied or 10-0-00o bracing
MiTsk recommends that Stablllzere and required cross bracing
be Installed during truss erection, In accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 10-0.13.
(Ib) - Max HorzA-162(LC 5)
Max Uplift All uplift 100 Ib or toss at jolnt(s) G except A=-1 D0(LC 6), K--178(LC 8), L=-139(LC 8),1=178(LC 9),
H--140(LC 9)
Max Grav, All reactions 250 Ib or less at joint(s) A, G, d, K, L, I, H
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; Vu11=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psF BCDL=4.2psh 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 hearing.
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 lb uplift at jolnt(s) G except Qt=1b) A=100
, K=178, L-139,1-178, H=140.
8) This truss Is designed In accordance with the 2012 International Residential Code sections R502.1 1A and R802.10.2 and referenced
standard ANSOTPI 1.
LOAD CASE(S) Standard
(Truss
171-111.1032387 (LG02
BMC WENT (IDAM 0 FALLS, 10 BM02
Truss Type---
GABLE
17.89
415 =
3hf•@9 12 H G F 2x4
2c4 II 1.5x4 11 1.5x4 11
1.50 11
Scale =1:38.8
LOADING (psf)
SPACING-
2.0-0
CSI.
BOT CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1 &Btr or 2x4 DF -N 180OF 1.6E BOT CHORD
DEFL.
In (loo)
Well
Ud
PLATES
GRIP
TCLL 35.0
Plate Grp DOL
1.15
TC
0.07
Vert(LL)
n1a -
n/a
999
MT20
220/195
TCOL 7.0
Lumber DOL
1.15
BC
0.03
Vert(TL)
n1a -
n/a
999
BCLL 0.0
Rep Stress Incr
YES
WB
0.12
Horz(TL)
0.00 E
n/a
n/a
BCDL 7.0
Code IRC20121TPI2007
Matdx-P
Weight: 38 lb_
FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1 &BV or 2x4 DF -N 180OF 1.6E TOP CHORD
Sheathed or 6-M oc purlins.
BOT CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1 &Btr or 2x4 DF -N 180OF 1.6E BOT CHORD
Rigid celling dlrectty applied or 1 D-0-0 oc bracing.
OTHERS 2x4 OF Stud/Sid
MiTek recommends that Stabilizers and required cross bracing
be Installed during truss erection, In accordance with Stabilizer
Installationulde.
REACTIONS. All bearings 6.9.8.
(Ib) - Max Horz A=-146(LC 4)
Max Uplift All uplift 100 lb or less at)oint(s) A, E except 1=.243(LC 9), H=-295(LC 6), F--250(LC 9)
Max Grav All reactions 250 Ib or less at joint(s) E, 1, G except A-290(LC 8), H-266(LC 15), F-266(LC 16)
FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
BOT CHORD A-1=-164/274
WEBS B -H=-240/310, D -F=-240/266
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7.10; Vull=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL -i.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 load nonconcurent 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 Bt
between the bottom chord and any other members.
6) Bearing at joint(s) A 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 capable of withstanding 100 lb uplift al)oint(s) A, E except Qt=1b)
1=243, H=295, F=250.
8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) A.
9) 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(S) Standard
Uob
I was
Truss Type
Ply
KARTCHNER FS5138 BAINBRIDGE
17A03238T
M01
Common
1
1
SPACING.
2-0-0
CSI.
DEFL.
in
(loc)
Job Reference (optional)
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
4x5 =
Scale =1:41.2
3x8 = 3x4 - 5x6 = 3x6 -
(I
Plate Offsets (X.Y)-
IH:0-3-0.0-3-01
LOADING (pan
SPACING.
2-0-0
CSI.
DEFL.
in
(loc)
Well
L/d
PLATES GRIP
TCLL 35.0
Plate Grip DOL
1.15
TC 0.41
Vert(LL)
-0.15
H-1
>999
360
MT20 220/195
TCDL 7.0
Lumber DOL
1.15
BC 0.36
Vert(TL)
-0.24
H-1
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.27
Horz(TL)
0.06
F
n/a
n/a
BCDL 7.0
Code IRC2012ITP12007
Matrix -SH
Wind(LL)
0.05
B -I
>999
240
Weight: 99 lb FT=20%
LUMBER -
TOP CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 1800F 1.6E
BOT CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 1800F 1.6E
WEBS 2x4 OF StudlStd
REACTIONS. (Ib/size) B=1246/0-5-8 (min. 0-1-8), F=1246/0-5-8 (min. 0-1.8)
Max Horz B=114(LC 12)
Max UpliftB=-249(LC 8), F=-249(LC 9)
BRACING -
TOP CHORD Sheathed or 4.4-14 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
rMiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
FORCES. (lb) -Max. Comp./Max. Ten. -All fomes 250 (Ib) or less except when shown.
TOP CHORD B -C=.2011/368, C -D=-1732/358, D -E=-1732/358, E -F=-2011/368
BOT CHORD B-1=357/1696, 1-J=-130/1114, J -K=-130/1114, H -K=-130/1114, F -H=-243/1696
WEBS D -H=-161/613, E -H=-474/241, D -I=-161/613, C -I=-474/241
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=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MW FRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 pat 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 lb uplift at joint(s) except Ot=1b) B=249,
F=249.
6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
1%RTCHNER FS588 BNNBRIDGE
4x5 =
Scare • 1:41.9
3x4 = AA Z Y X W V U T 8 R O P 3x4 =
4x5 =
LOADING (psf)
TCLL 35.0
TCDL 7.0
BCLL 0.0
BCDL 7.0
SPACING-
2.0-0
Plate Grip DOL
1.15
Lumber DOL
1.15
Rep Stress Incr
YES
Cade IRC2012rTP12007
CSI.
DEFL
In
(loc)
Well
L/d
TC 0.07
Vert(LL)
-0.00
O
n/r
120
BC 0.02
Vert(TL)
-0.00
O
n/r
120
WB 0.10
Hoa(TL)
0.00
N
n1a
n/a
Matrix -SH
LUMBER- BRACING -
TOP CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.i&Blr or 2x4 DF -N 1800F 1.6E TOP CHORD
BOT CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.18Blr or 2x4 DF -N 1800F 1.6E BOT CHORD
OTHERS 2x4 OF Stud/Std
REACTIONS. All bearings 23-8-0.
(Ib) - Max Hoa 8=114(LC 12)
Max Uplift All uplift 1001b or less at joint(s) 8, W. X. Y. Z, AA, U, T, R, Q, P, N
Max Grav All reactions 250 Ib or less at Joints) B. V, W, X, Y. Z. AA, U, T. R. Q. P, N
FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
PLATES GRIP
MT20 220/195
Weight: 116lb FT -20%
11
Sheathed or 6-0-0 oc pudins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
MlTek recommends that Stabilizers and required cross bracing -1
be Installed during truss erection, In accordance with Stabilizer
Installation aide.
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7.10; Vul1=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL-4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
M W FRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL -11.33 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 ANSIfrPI 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 bad nonconcurent 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 tail 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 Jolnt(s) B, W, X. Y. Z. AA, U, T
R, Q, P, N.
10) 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
M03
45 =
Scale -1:39.8
3x8 = 3x4 = 54 = 3x8 =
LOADING (psf) $
PACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.75 TC 0.41 Vert(LL) -0.14 G -H >999 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.40 Ved(TL) -0.23 G -H >999 240
BCLL 0.0 • Rep Suess Ina YES WB 0.27 HI (, ) 0.08 E Na Na
BCDL 7.0 Code IRC2012TP12007 Matdx-SH Wind(LL) 0.06 A -H >999 240 1 Weight: 97 lb FT=20%
LUMBER. BRACING.
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 OF No.1 &Bir or 20 DF -N 1800F 1.6E TOP CHORD Sheathed or 444 oc purling.
BOT CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1&Bir or 2x4 DF -N 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0oc bracing.
WEBS 2x4 DF Stud/Std Welt reoommends that Stabilizers and required cross bractng
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) A=1130/Mechanical, E=1 24 510-5-8 (min. 0-1-B)
Max Hoa A=-122(LC 9)
Max UplittA=-212(LC 8), E--249(LC 9)
FORCES. (lb) -Max. Comp./Max. Ton., All forces 250 (Ib) or less except when shown.
TOP CHORD A-8--1997/367,B-C--17151358.C-D=-17381363,0-E--2009/368
BOT CHORD A -H=-354/1679, H -I=.130/1112, IJ= -130/1112, GJ= -130/1112, E -G=-243/1694
WEBS B -H=471/240, C -H=-162/612, C -G=-166/620, D -G=473/240
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=258; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL -1.33 plate grip DOL -1.33
3) This truss has been designed for a 10.0 psf bottom chord live bad 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 lb uplift at)oint(s) except Qt=lb) A=212,
E=249.
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
q
rJeov
Nes - �TN53�
CSI.
DEFL
y
KARTCHNER FSSD89AINBRIDDE
17-7032387
8106
Comnxn Cwrder
.........................._
1
2
Job RarerenCe otlOnal
-__...,._.-�_
BMC WEST(5AHO FALLS), IDAHO FALLS, ID 83402
I
Scale -1:3BA
LOADING (psQ
8PAGN0- 2.0-0
CSI.
DEFL
In
(loc) Vde6 Ud
PLATES GRIP
TCLL 35.0
Plate Gdp DOL 1.15
TC 0.56
Ved(LL)
-0.25
H.>999 380
MT20 220/195
TCDL 7.0
Lu n=OL 1.15
BC 0.82
VeR(TL)
-0.39
H-1 >717 240
BCLL 0.0 •
Rep Stress Incr NO
WB 0.93
Horz(TL)
0.11
G Na Na
BCDL 7.0
Code IRC2012/TPI2007
Matdx-SH
Wind(LL)
0.12
H-1 >999 240
Weight: 261 lb FT =20%
LUMBER-
BRACING.
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Bb or 2x4 DF -N 18DOF 1.6E
TOP CHORD
Sheathed or 3-7.2 oc pudins.
BOT CHORD 2x6 DF 180OF 1.6E or 2x6 OF SS
BOT CHORD
Rigid ceiling directly applied or 10-40 cc bracing.
WEBS 2x4 DF Stud/Sid
WEDGE
Left: 2x4 OF Stud/Std
REACTIONS. (Ib/size) A-7002/Mechanical, G=6712/45-8 (min. 0.3.9)
Max HorsA--103(LC 28)
Max UplifIA=-1320(LC 8), G=-1271(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD A -B=-11542/2170, B -C=-11396/2190. C.D=-889511731, D -E=-9109/1779, E -F=-11804/2276,
F -G=-11938/2253
BOT CHORD A -L=-1975/10151, L -M=-1 9 75/1 01 51, K -M=-1 9 7 5/1 01 51, K -N=-1598/8475, N•0=-159818475,
J-10=-1598/8475, J.P=-1149/6458, P -0= -1149/6458.1 -Q= -1149/6458,1-R 153718627,
R -S=-1537/8827, S -T=-1537/8627, H -T=-153718627, H -U=-1957110557, U -V=-1957/10557,
G.V--1957110557
WEBS C.K=-557/2769, CJ= -1534/405, DJ= -83014069. D-1=•867/4198, E-1=-1 5601415,
E -H=.607/2995
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: 2x6.2 rows staggered at 0-5-0 cc.
Webs connected as follows: 2x4 -1 row at 0.9.0 cc.
2) All loads are considered equally applied to all plies, except 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. ll; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL -i.33 plate grip DOL -1.33
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent 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 ft
between the bottom chord and any other members.
7) Refer to glyder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift atJolnt(s) except 0t=1b) A=1320,
G=1271.
9) 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.
10) Use Simpson Strong -Tie LUS26 (4.1 Od Girder, 4-1 Od Truss) or equivalent spaced at 2-3.8 oc max. starting at 0-0.12 from the left end
to 22-4-4 to connect truss(es) G02 (1 ply 2x4 DF -N or DF), C01 (1 ply 2x4 DF -N or DF), ED (1 ply 2x4 DF -N or DF), H01 (i ply 2x4
DF -N or DF), G02 (1 ply 2x4 DF -N or DF) to front face of bottom chord.
11) Fill all nail holes where hanger Is In contact with lumber.
Continued on page 2
a
Job
rues
I was I ype
Dry
Ply
KARTCHNFR FS5138 BAINBRIDGE
17-10323ST
M04
Common Girder
i
2
ISI
Job Reference (optionap J
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
8.110SJul 14LU 7MIIeKOOLW .Inc. IUe4kt171544:592017 Pag9et
ID:0uk0egSLB DSPm5KCQtsmeyZixG-BahOhPiPCtRZH85WYdkUXgo9AKYW770_BhTySSCY
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase= 1.15, Plate Increase= 1.15
Uniform Loads (pin
Vert: A -D=-84, D -G=-84, A -G=-14
Concentrated Loads (Ib)
Vert: A=-96O(F) L= -955(F) M= -955(F) N= -948(F) 0=-948(F) P= -948(F) Q= -955(F) R= -955(F) 5=-955(F) T= -955(F) U= -955(F) V= -956(F)
e
NSS
NSa ype
111:0-1-5 ,13-2-01.
L:0-5-0.04-81
KARTCHNER FS588 BAINBRIDGE
1]-0032387
N01
Hip Glr4er
1
2
Job Reference (optionap
BMC WEST (IDAHO FALLS), IDAHO FALLS, 10 SUM
5.6 =
3.8 =
5x6 =
Swle =1:47.3
4x5 O n °" 1 4x5 O
2x4 11 8.12 =
7x10 =
8x12 =
2x4 11
4-0-0 a-0-0 133-4 18-6-8 2M-8 2 8
4-0-0 4-0-0 53 53� 4-0-0 4-0-0
q
Plate Offsets (X Y)-
[B:0-1-5.0-2-01, 00:0-3-0,0-2-31,
[F:0-3-0,0-2-31,
111:0-1-5 ,13-2-01.
L:0-5-0.04-81
2-0-0 oc purlins (6-0.0 max.): D -F.
WEBS 2x4 DF Stud/Std-ExcepC
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
W2: 2x4 DF 180OF 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 180OF 1.6E
LOADING (psf)
SPACING- 2-M
CSI.
DEFL.
In
(loc)
War
L/d
PLATES GRIP
TCLL 35.0
Plate Grip DOL 1.15
TC 0.19
Vert(LL)
-0.13
K -L
>999
360
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.39
Vert(TL)
-0.19
K -L
>999
240
BCLL 0.0
Rep Stress Incr NO
WB 0.55
Horz(TL)
0.06
H
n/a
n/a
BCDL 7.0
Code IRC2012ITP12007
Matrix -SH
Wind(LL)
0.10
L -M
>999
240
Weight: 317 Ib FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 180OF 1.6E
TOP CHORD Sheathed or 6-0-0 oc pudins, except
SOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
2-0-0 oc purlins (6-0.0 max.): D -F.
WEBS 2x4 DF Stud/Std-ExcepC
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
W2: 2x4 DF 180OF 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 180OF 1.6E
REACTIONS. (Ib/size) 8=3415/0-5-8 (min. 0-1-13),H=341510.5-8 (min. 0-1-13)
Max Horz B=-157(LC 6)
Max UpliftB=-1365(LC 8), H=-1365(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD B -C=-5253/2138, C -D=-5191/2232, D -O=-4206/1883, O -P=-4206/1884, E.P=.4209/1884,
E -Q=-4209/1883, Q -R=-4207/1883, F -R=.4206/1883, F -G=-5191/2232, G -H=-5253/2139
BOT CHORD B -N=-1773/4156, M.N=-1773/4156. M -S=-2314/5227, S -T=-2314/5227, L.T=.2314/5227,
L -U=-2314/5227, U -V=-2314/5227, K -V=-2314/5227, J.K=-1638/4156, H -J= -1638/4`I56
WEBS C -M=-430/372, D -M=-1095/2513, E -M=-1548/762, E -L=-648/1546, E -K=-1548/761,
F -K=-1095/2513, G -K=432/372
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 0-7.0 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) 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=1365,
H=1365.
9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11 A 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) Use USP HJC26 (With t6d nails into Girder & 1 O nails into Truss) or equivalent spaced at W-5-12 oc max. starting at 8-0.6 from the
left end to 18-6-2 to connect truss(es) JOi (1 ply 2x4 DF -N or DF), CJ01 (1 ply 2x4 DF -14 or DF), J01 (1 ply 2x4 DF -14 or DF), CJ01 (1
ply 2x4 DF -N or DF) to back face of bottom chord.
12) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2.1 Od Truss, Single Ply Girder) or equivalent spaced at 2.0-0 oc max. starting at
10.0.12 from the left end to 16-5-12 to connect truss(es) JO (1 ply 2x4 DF -N or DF) to back face of bottom chord.
13) Fill all nail holes where hanger Is In contact with lumber.
Continued on page 2
Vob I
Trugs'-s3
ype
ty
KARTCHNER FS53B BAINBRIDGE
17.103238T
401
Hip Girder
1
Z
Jab Reference (optional)
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 93402 8.110 s Jul 142017 MITek Indusides, Inc. Tue W 1715:45:02 2017 Pag 2
ID:Ouk0agSLB DsPm5KcOtsmeyZixG-c8MXK04HVog88cpvcl5KM69RpMrFX?4ZpMCpHoySSCV
NOTES -
14) "NAILED" indicates 3-10d (0.148"x3') or 3-12d (0.148"x3.25") toe -nails per NDS guidlines.
15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 37 lb down and 12211bup at 8-0-0 on lop chard. 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 -D=-84, D -F=-84, F-1=-84, B -H=-14
Concentrated Loads (lb)
Vert: D=32(B) F=32(B) M= -1118(13)L= -408(B) E=32(B) K=-1118(13)0=32(B)P=32(B) 0=32(B) R=32(B)S=-408(B)T=-408(B)U=-408(B)V=-408(8)
ljo�
rum _--- 'Truss Type
Oty
Ply
KARTCHNERFS5B8BAINBRIDGE
17-103238T
Po1 Common Supporietl Gable
1
7
Lumber DOL
1.15
___ _______. _
0.0 '
Rep Stress Ina
Job Referegce�optiona0
BMC WEST (IDAHO FA I_S), IDAHO FALLS, ID 53102 a.11e s ja 14 Za17I%Tex IMOelnee Ina. I u9 tltt l7 tS.e5:W zo17 peeyyee 1
ID:Ouk0egSLB_DsPm5KcOLamey21xG4LMXM4vG5y1IIOBAbc2uK]dRm14CGelg2OyMgEyssCU
•1-40 640-0 12-40 13"
6,00
RF
4x5 =
3x4 = n m L n u 3x4 =
3x8 II 3x8 II
LOADING (psQ
SPACING-
2-0-0
TCLL
35.0
Plate Grip DOL
1.15
TCDL
7.0
Lumber DOL
1.15
BCLL
0.0 '
Rep Stress Ina
YES
BCDL
7.0
Code IRC20121TP12007
n/a
CSI.
DEFL
In (loc)
Well
L/d
TC 0.07
Vert(LL)
-0.00 1
nlr
120
BC 0.02
Vert(TL)
-0.DO I
n/r
120
WB 0.04
Horz(TL)
0.DO H
n/a
n/a
Matdx-SH
LUMBER -
TOP CHORD 2x4 OF 160OF 1.6E or 2x4 DF No.l&Btr or 2x4 DF -N 1800F 1.6E
BOT CHORD 2x4 DF 1BOOF 1.8E or 2x4 DF No.1 &BU or 2x4 DF.N 1800F 1.6E
OTHERS 2x4 OF Stud/Std
WEDGE
Left: 2x4 OF Stud/Std, Right: 2x4 OF Stud/Std
REACTIONS. All bearings 124)-0.
(Ib) - Max Haz B-123(LC 7)
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)oint(s) B, H, L, M, N, K, J
FORCES. (Ib) -Max. Comp./Max. Tan. -All forces 250 (Ib) or less except when shown.
Soda =1:28.8
PLATES GRIP
MT20 220/185
Weight: 571b FT=20%
BRACING-
TOPCHORD Sheathed or 6.0-0 oc pudins.
BOT CHORD Rigid calling directly applied a 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required Dross bracing
be Installed during truss erection, in accordance with Stabilizer
Installation gulde.
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 -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 ANSIrTPI 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.
B)' 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 ft
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to 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
p toss
N35 ype
LOADING (psf)
KARTCHNER FS588 BAINBRIDGE
i7 -103238T Del
Monopitch
4
1
PLATES GRIP
TCLL 35.0
Plate Gdp DOL 1.15
TC 0.87
Job Reference o donal
BMC WEST (IDAHO FALLS), IDAHO FALLS, 10 83402
1,5x411 Scale= 1:18.4
C
3E
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) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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 ANS1rrPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
5) Provide mechanical connection (by others) of truss to beadng plate at joint(s) D.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=1b) B=113,
D=103.
7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSIfrPI 1.
LOAD CASE(S) Standard
7-2A
LOADING (psf)
SPACING- 2.0-0
CSI.
DEFL. in
(loc)/dell Lid
PLATES GRIP
TCLL 35.0
Plate Gdp DOL 1.15
TC 0.87
Vert(LL) .0.13
B -D >655 360
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.34
Vert(TL) 426
B -D >319 240
BCLL 0.0 '
Rep Stress Incr YES
WE 0.00
Horz(TL) 0.00
n/a n/a
BCDL 7.0
Code IRC20121TPI2007
Matrix -P
Wind(LL) 0.00
B "" 240
Weight: 25 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.i&Btr or 2x4 DF -N 1800F 1.6E
TOP CHORD
Sheathed or 4.2.2 oc purlins, except end verticals.
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 1800F 1.6E
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 DF Stud/Std
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation quids.
REACTIONS. (Ib/size) B=454/0.9-8 (min. 0-1-8), D=336/0-1-8 (min. 0-1-8)
Max Hoe B=124(LC 8)
Max UpliftB=-113(LC 4), D=-103(LC 8)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD C -D=-287/133
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) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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 ANS1rrPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
5) Provide mechanical connection (by others) of truss to beadng plate at joint(s) D.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=1b) B=113,
D=103.
7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSIfrPI 1.
LOAD CASE(S) Standard
Jew--'
TN89 usi type
Qty
ly
IrARTCNNER FSSea 6AINBRIOOE
+7-1032387
002 MorgAch structural Gable
+
+
PLATES GRIP
L_ ._
_ _
TC 0.87
Job Reterence1o�na0
8MC WEST (IDAHO FALLS), IDAHO FALLS. 10 SS W2
I
1.5x4 11
C
2N = 1.5x4 11 1.5x4 II 1.5x4 11
G F E D
Scale =1:20.0
2.4-0
4-10-8
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL In
(loc) Udell Lid
PLATES GRIP
TCLL 35.0
Plate Grip DOL 1.15
TC 0.87
Vert(LL) -0.00
B >999 360
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
SC 0.02
Vert(TL) -0.00
B -G >999 240
BCLL 0.0 '
Rep Stress Incr YES
WB 0.00
Horz(TL) 0.00
n1a We
BCDL 7.0
Code IRC2012/TP12007
Matdx-P
Wind(LL) 0.00
E .... 240
Weight: 29 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 OF 1800F 1.6E or 2x4 OF No. 1&Blf or 2x4 DF -N 1BOOF 1.8E
TOP CHORD
Sheathed oro -2-2 oc pudins, except end verticals.
BOT CHORD 2x4 DF 1800E 1.6E or 2x4 DF No.16Btf or 2x4 DF.N 1800F 1.6E
BOT CHORD
Rigid calling directly applied or 10-0-0 oc bracing.
WEBS 2x4 OF SIudlStd
MiTek recommends that Stabilizers and required cross bracing l
OTHERS 2x4 OF Stud/Std
be Installed during truss erection, In eccordance with Stabilizer
Installatlon guide.
REACTIONS. All beadngs 4-10-8 except Ql=length) B=0.3-8, G=0-3.8.
(Ib) - Max Horz B=124(LC 8)
Max Uplift All uplift 1001b or less at)oint(s) except D=-128(LC 8), B=-134(LC 4)
Max Grev All reactions 250 lb or less at Joint(s) F. E. G except D=295(LC 1), B-418(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD C -D=4871133
NOTES -
1) Wind: ASCE 7.10; Vu11=115mph (3-secend gust) V(IRC2012)=91 mph; TCDL-4.2psh BCDL-4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL -1.33 plate grip DOL -1.33
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 ANSI7TP1 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 Bt
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 Ib uplift at Joint D and 134 lb uplift at joint
B.
7) This truss is designed In accordance with the 2012 International Residential Code sections R502A 1.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
Job
rusS
I was I ypePly,
CSI.
DEFL.
KARTCHNER fears BAINBRIDGE
17-103238T
003
Mompitch Stwcluml Gable
1
1.15
TC 0.54
Vert(LL)
-0.06
B -D
>999
Jab Reference (optional)
BMC wEST(IDAHO FA 1-5),
'7 L5. IU U54U2 b.l1U 5 JUl162U1 / MI I eK irousme% Illc. I ue Uri 1 / 16:45:U/ 2017 Pd99a 1
ID:OukOegSL8_DsPm5KcQtsmeyZixG-y6AQNk7QJKSRENitPFhW3AtC9Nb5C0 Izdwaz?ye CO
5.10.8 61010
1-0-0 5.10-8 -18
1.5x4 II
C
2x4 =
LOADING (psf)
SPACING-
2.0-0
CSI.
DEFL.
in
(loo)
Well
L/d
TCLL 35.0
Plate Grip DOL
1.15
TC 0.54
Vert(LL)
-0.06
B -D
>999
360
TCDL 7.0
Lumber DOL
1.15
BC 0.22
Vert(TL)
-0.11
B -D
>600
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(TL)
0.00
n/a
n/a
BCDL 7.0
Code IRC2012/TPI2007
Matrix -P
Wind(LL)
0.00
B
--
240
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 1800F 1.6E or 2x4 DF No.i&Btr or 2x4 DF -N 180OF 1.8E
WEBS 2x4 OF Stud/Std
REACTIONS. (Ib/size) B=391/0-3-8 (min. 0-1-8), D=269/0-1-8 (min. 0-1-8)
Max Horz B=104(LC 4)
Max UpliftB=-103(LC 4), D=-82(lC 8)
FORCES. (lb) - Max. Comp.IMax. Ten. - All forces 250 (Ib) or less except when shown.
PLATES GRIP
MT20 220/195
Scale:314"=1'
Weight: 211b FT=20%
BRACING -
TOP CHORD Sheathed or 5-10.8 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
rMiTek 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 (3second 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 nonconcurent 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 jolnt(s) D considers parallel to grain value using ANSI/rPI 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 103 lb uplift at joint B and 82 lb uplift at joint
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 ANSVTPI 1.
LOAD CASE(S) Standard
0
was
NSS Type
y
y
KARTCHNER FSSBB BAINBRIGGE
17403238T
004
Monopitch
5
1
TC 0.54
Vert(LL) -0.06
B -D >999 360
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
Job Reference o bona/
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
Scale: 314'=1'
1Sx4 II
C
2x4 -
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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 103 lb uplift atjoint B and 82 lb uplift atjoint
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
&10.8
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL, in
(loo) I/defl L/d
PLATES GRIP
TCLL 35.0
Plate Grip DOL 1.15
TC 0.54
Vert(LL) -0.06
B -D >999 360
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.22
Vert(TL) -0.11
B -O >600 240
BCLL 0.0 '
Rep Stress Incr YES
WB 0.00
Horz(TL) 0.00
n/a n/a
BCDL 7.0
Code IRC2012/TP12007
Matrix -P
Wind(LL) 0.00
B "" 240
Weight: 21 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 &10-8 oc purlins, except end verticals.
BOT CHORD 2x4 OF 180OF 1.6E or 2x4 DF No. 1&Bir or 2x4 DF -N 180OF 1.6E
BOT CHORD
Rigid ceiling directly applied or 10-0-0 Dc bracing.
WEBS 2x4 OF Stud/Std
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
In uide.
REACTIONS. (Ib/size) B=391/0-3-8 (min. 0-1-8), D=269/0-1-8 (min. 0-1-8)
Max HorzB=104(LC 4)
Max UpliftB=-103(LC 4), O=-82(LC 8)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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 103 lb uplift atjoint B and 82 lb uplift atjoint
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
BMC WEST (IDAHO FALLS), IDAHO FALLS, to 53402
i
2x4 =
Scale=1:20.3
y2
�i
TrusType
Pry
xARTCHNER FSSM BAINBRIDGE
17-703238T
Sol
501
Mono
Monogich �6
S
1
LOADING (Deft
SPACING-
2-0-0
CSI.
Job Reference (optional)
BMC WEST (IDAHO FALLS), IDAHO FALLS, to 53402
i
2x4 =
Scale=1:20.3
y2
�i
LUMBER -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF N0.1&Blr or 2x4 DF -N 180OF 1.6E
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btf or 2x4 DF -N 180OF 1.6E
WEBS 2x4 DF Stud/Std
REACTIONS. (Ib/size) B=358/0-5-8 (min. 0-1-8), E=467/0-1-8 (min. 0-1-8)
Max Horz B=144(LC 8)
Max UpliftB=-57(LC 8), E=-165(LC 8)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD C -E=-028/188
BRACING -
TOP CHORD Sheathed or 5-941 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. Il; 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/rPI 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 571b uplift at joint B and 1651b uplift at joint
E.
7) This truss is designed 1n accordance with the 2012 International Residential Code sections R502.11.1 and R802,10.2 and referenced
standard ANSIrrPI 1.
LOAD CASE(S) Standard
5-94
LOADING (Deft
SPACING-
2-0-0
CSI.
DEFL.
In
(loc)
I/deft
L/d
PLATES
GRIP
TCLL 35.0
Plate Grip DOL
1.15
TC
0.33
Vert(LL)
-0.05
B-E
>999
360
MT20
220/195
TCDL 7.0
Lumber DOL
1.15
SC
0.20
Vert(TL)
-0.10
B-E
>663
240
BCLL 0.0 '
Rep Stress Incr
VES
WB
0.00
Horz(TL)
0.00
n/a
n/a
BCDL 7.0
Code IRC2012/rPI2007
Matrix
-P
Wind(LL)
0.00
B
"'
240
Weight: 24 lb
FT=20%
LUMBER -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF N0.1&Blr or 2x4 DF -N 180OF 1.6E
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btf or 2x4 DF -N 180OF 1.6E
WEBS 2x4 DF Stud/Std
REACTIONS. (Ib/size) B=358/0-5-8 (min. 0-1-8), E=467/0-1-8 (min. 0-1-8)
Max Horz B=144(LC 8)
Max UpliftB=-57(LC 8), E=-165(LC 8)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD C -E=-028/188
BRACING -
TOP CHORD Sheathed or 5-941 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. Il; 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/rPI 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 571b uplift at joint B and 1651b uplift at joint
E.
7) This truss is designed 1n accordance with the 2012 International Residential Code sections R502.11.1 and R802,10.2 and referenced
standard ANSIrrPI 1.
LOAD CASE(S) Standard
IJpp Was
was ype
y
KARTCHNER FS5B8 BAINBRIDGE
17-1032381 502
Monopitch
4
1
Job Reference (optional)
BMC WEST (IDAHO FALLS), IDAHO FALLS, iD e3a0e
ID:Ouk0egSL8_DsPm5KcOtsmeyZl%GNhrY?IAICFg75gOS40EDgoVj8eclPljllbBEZKyS CN
5-94 5-10x12
1-0-0 5-94 0-1-8
1.5x4 II
C
2x4 -
11
Scale =1:17.0
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
3)' This truss has been designed for a live load of 20.Opsf on the bottom chard 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/rPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
5) Provide mechanical connection (by others) of truss to bearing plate aljoint(s) 0.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 831b uplift at Joint B and 84 lb uplift at joint
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
55-0
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loo) Ildeg Lid
PLATES GRIP
TCLL 35.0
Plate Grip DOL 1.15
TC 0.49
Ven(LL) -0.05
B -D >999 360
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.20
Vert(TL) -0.10
B -D >663 240
BCLL 0.0 '
Rep Stress Incr YES
WB 0.00
Horz(TL) 0.00
We n/a
BCDL 7.0
Code IRC2012rrP12007
Matrix -P
Wind(LL) 0.00
B "" 240
Weight: 21 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 1800F 1.6E
TOP CHORD
Sheathed or 5-94 oc purlins, except end verticals.
BOT CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1&Bir or 2x4 DF -N 180OF 1.6E
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 OF Stud/Std
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) B=391/0-5-8 (min. 0-1-8), D=258/0-1.8 (min. 0-1-8)
Max HorzS=113(LC 8)
Max UpliftB=-83(LC 8), D=.94(LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
3)' This truss has been designed for a live load of 20.Opsf on the bottom chard 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/rPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
5) Provide mechanical connection (by others) of truss to bearing plate aljoint(s) 0.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 831b uplift at Joint B and 84 lb uplift at joint
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
8MCWEST(IDM0 M1.5),IDIWOFM 1U031V[ �• •-
ID:OukOegSLB DSPm5KcOlsmayZlxG4PxCSAxNZysJ_?ee51SD01_L_?IBCHuuFunBm CM
-1-0-0 594 6-5b
1 594 0.4
Scale =1:17.7
20 = 1.6x4 I I 1.50 II 1.5x4 11
LOADING (psf)
rygs
�yp9
DEFL
In
WTCHNERFSW BMNBRIDGE
17-10323aT
2iO3
._T _.........._..�
�rnomptm SuppMes Gale
_....__....._.__ — ___
1
1
Job Reference o honal) ...._.
0—
8MCWEST(IDM0 M1.5),IDIWOFM 1U031V[ �• •-
ID:OukOegSLB DSPm5KcOlsmayZlxG4PxCSAxNZysJ_?ee51SD01_L_?IBCHuuFunBm CM
-1-0-0 594 6-5b
1 594 0.4
Scale =1:17.7
20 = 1.6x4 I I 1.50 II 1.5x4 11
LOADING (psf)
SPACING- 2.0-0
CSI.
DEFL
In
(loc)
Vdefl
Ltd
TCLL 35.0
Plate Gdp DOL 1.15
TC 0.08
Vert(LL)
0.00
E
n/r
120
TCDL 7.0
Lumber DOL 1.15
SC 0.03
Vert(TL)
-0.00
E
Nr
120
BCLL 0.0 '
Rep Stress Ina YES
WB 0.04
Hoa(TL)
0.00
n/a
n/a
BCDL 7.0
Code IRC2012?PI2007
Matrix -P
LUMBER -
TOP CHORD 2x4 DF 1800F 1.8E or 2x4 DF No.18Btr or 2x4 DF -N 180OF 1.6E
BOT CHORD 2x4 DF 1800F 1.8E or 2x4 DF No.18BV or 2x4 DF -N 1800F 1.6E
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
PLATES GRIP
MT20 220/195
Weight: 26 lb FT=20%
BRACING -
TOP CHORD Sheathed or 5.94 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing.
MiTekco
remmends that Stabilizers and required cross bradng l
be Installed during truss erection, In accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 5.9.4.
(lb) - Max Horz B=124(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) G. B. I, H
Max Grav All reactions 250 Ib or less at joint(s) G, B, H except 1=270(LC 1)
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-4.2psY h=25ft; Cat. 11; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed; Lumber DOL -11.33 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 ANSlrTPI 1.
3) Gable requires continuous bottom chord beading.
4) Gable studs spaced at 2-M oc.
5) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent 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-" vide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) G. B. I, H.
8) Beveled plate or shim required to provide full bearing surface with truss chord at jolnt(s) B.
9) 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(S) Standard
tT-103238T
2,4 = 1,5x4 11 1.5x4 11
Scale -1:14.6
LOADING (psf)
SPACING- 2-041
CSI.
DEFL.
In
(loc)
gde8
Ud
PLATES
GWP
TCLL 35.0
Plate Grip DOL 1.15
TC 0.07
Vert(LL)
0.00
A
n1r
120
MT20
220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.03
Vert(TL)
0.00
A
n/r
120
BCLL 0.0 '
Rep Stress Ina YES
WB 0.04
HOrz(TL)
0.00
n1a
n1a
BCDL 7.0
Code IRC2012ITP12007
Matrlx-P
Weight: 191b
FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 OF 1800F 1.6E or 2x4 DF No. 1&Btr or 2x4 DF -N 1800F 1.6E TOP CHORD
Sheathed or 4.10-8 oc purlins, except end verticals.
BOT CHORD 2x4 DF 1800F 1.8E or 2x4 DF No.18Btror 2x4 DF -N i 800F 1.6E BOT CHORD
RI91d calling directly applied or 10.0-0 oc bracing.
WEBS 2x4 DF Stud/Std
MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 DF Stud/Std
be Installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) E=94/4.10.8 (min. 0.1-8), B-203/4-10-8 (min. 0-1.8), F-268/4.10-8 (min. 0.1.8)
Max HorzB=98(LC 8)
Max UpliftE=-30(LC 8), B=-39(LC 4), F=-84(LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
NOTES -
1) Wind: ASCE 7-10; Vul1=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed;
MW FRS (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/TP11.
3) Gable requires continuous bottom chord bearing.
4) Gable studs spaced at 2.0-0 oc.
5) This truss has been designed for a 10.0 psf bottom chord live bad nonooncunent with any other live loads.
6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will 8t
between the bottom chard and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It, uplift at joint(s) E, B. F.
8) 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(S) Standard
ME
H
4x5 =
C
H G F
2x4 4 1.5x4 II 1.6x4 11 1.5x4 II 2x4 C
i
Scale =1:17.9
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL
In (loc)
Udell
Ud
PLATES
GRIP
TCLL 35.0
Plate Grip DOL 1.15
TC
0.05
Vert(LL)
n/a -
n/a
999
MT20
2201195
TCDL 7.0
Lumber DOL 1.15
BC
0.01
Vert(TL)
Na -
n/a
999
BCLL 0.0 •
Rep Stress Ina YES
WB
0.04
Horz(TL)
0.00 E
n/a
n1a
BCDL 7.0
Code IRC2012/TP12007
Mebix-P
Weight: 28 lb
FT=20%
LUMBER -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.18BU or 2x4 DF -N 1800F 1.6E
BOT CHORD 2x4 DF t600F 1.6E or 2x4 DF No.18Blr or 2x4 DF -N 1800F 1.6E
OTHERS 2x4 DF Stud/Std
REACTIONS. All bearings 8.1.11.
(lb) - Max HoaA=-62(LC 4)
Max Uplift All uplift 100 Ib or less al Joinl(s) A, E, H, F
Max Grav All reactions 250 Ib or less at joint(s) A, E, G, H, F
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Sheathed or 6-M oc purlins.
BOT CHORD Rigid ceiling dlrectiy, 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 ulde.
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; TCOL-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) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom choral 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-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 lb uplift at Jolnt(s) A, E, H, F.
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
p
NSS
MSS I ype
y
yK
TCHNER FS5BB BAINBRIDGE
1]-1032387
J03
Jack-0pen
4
1
Plate Gdp DOL
1.15
TC 0.08
Ven(LL)
-0.00
B
Job Reference o conal
BMC WEST(IDAHU fow), IUe U FALLa, Iu naace .,,_.�,,.��,,,�„_�,••���••_.,...... ...a..,., .. .,,....., .,,,, �a
ID:Ouk0agSL8_DsPm5KcOtsmeyZixG-YGysAuuli B%GrlA1 E2KpFy2uOJpTWL1 MMW3WF9y8 Ck
-i-0-0 1-11-11
1-0-0 1-11-11
Scale =1:11.9
2x4 =
3x6 11
LOADING (pan
SPACING-
2-0-0
CSI.
DEFL.
In
(loc)
I/def!
Lid
PLATES GRIP
TCLL 35.0
Plate Gdp DOL
1.15
TC 0.08
Ven(LL)
-0.00
B
199
360
MT20 220/195
TCDL 7.0
Lumber DOL
1.15
BC 0.02
Ven(TL)
-0.00
B -D
>999
240
BCLL 0.0 '
Rep Stress Incr
YES
W8 0.00
Horz(TL)
-0.00
C
n/a
n/a
BCDL 7.0
Code IRC2012rTP12007
Matrix -P
Wind(LL)
0.00
B
""
240
Weight: 8lb FT=20%
LUMBER -
TOP CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 180OF 1.6E
BOT CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 180OF 1.6E
WEDGE
Left: 2x4 OF Stud/Std
REACTIONS. (Ib/size) C=53/1V!echanical, 8=216/0-5-8 (min. 0.1-8), D=13/Mechanical
Max Horz B=80(LC 8)
Max UpliftC=44(LC 8), B=40(LC 8)
Max GravC=56(LC 15), B=216(LC 1), D=33(LC 3)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (!b) or less except when shown.
BRACING -
TOP CHORD Sheathed or 1-11-11 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) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. !I; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
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 vide will ft
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 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard