HomeMy WebLinkAboutTRUSS SPECS - 18-00298 - 761 S 2275 W - New SFR---BO II -OZ --'
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Job Truss Truss Type Qty `Ply KARTCHNER SF14B9 DAVENPORT B
18-056700T ' At GABLE 1 1 j
Job Reference (optional)_
BMC WEST (IDAHO FALLS), IDAHO FALLS,ID 63402 8.110 s Oct 20 2017 MiTek Industries, Inc. Mon May 2109:59:312018 Pagge 1
ID:RJgPDI WsJCgRAkoOBRQTPgzkbO3-Alty?XXjDLOotftsjDcjhLeh4TtgCnYDf5aBi1 zEIQQ
-1-0-019-11-8 25-6-8 45-6-0 _ . A6-6-0
-
i-0-6 19-11-8 _5-7-1 _ 19-11-8 _ 1-0-0
Scale = 1:79.5
5x6
5x6
7.0012 K L M _.T3 N O P
Q
J _ R
a -��T2 S
5x6 H ! T 5x6
U
nt' a G %/
/&9ST10 ST10 801-oto ���\ 4
E i/ STS 8W
6 g X
DT} ST45 5 ST41
sk1 ST2 ST3 ST2 ST3 ,81Y
in B ril-B1 ZAA k9
4x5-- AV ALI AT AS AR AQ AP AO AN AM AL AK AJ Al AH AG AF AE AD AC AB 4x5--
5x6 - 5x6
Plate Offsets (X,Y)-- [G:0 -3-0,0-3-0],[L:0-3-0.0-0-4] [P:0-3-0.0-0-41 [U:0-3-0,0-3-01, [AH:0-3-0 0-3-0] [AP:0-3-0 0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) 0.00 AA n/r 120 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.04 Vert(CT) 0.00 AA n/r 120
BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(CT) 0.02 Z n/a n/a
BCDL 7.0 Code IRC2015ITP12014 Matrix -SH Weight: 330 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E TOP CHORD Sheathed or 6-0-0 oc purlins, except
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E 2-0-0 oc purlins (6-0-0 max.): L -P.
OTHERS 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E *Except*BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
ST5,ST4,ST3,ST2,ST1: 2x4 DF Stud/Std WEBS 1 Row at midpt N -AL, M -AM, K -AN, J -AO, I -AP, O -AK, Q -AJ,
R -AI, S -AH
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 45-6-0.
(lb) - Max Horz B=321 (LC 7)
Max Uplift All uplift 100 Ib or less at joint(s) B, AL, AM, AN, AO, AP, AQ, AR, AS, AT,
AU, AV, AK, AJ, Al, AH, AG, AF, AE, AD, AC, Z, AB
Max Grav All reactions 250 Ib or less at joint(s) B, AL, AM, AN, AO, AP, AQ, AR, AS,
AT, AU, AV, AK, AJ, Al, AH, AG, AF, AE, AD, AC, Z, AB
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD B -C=-299/247, J -K=-123/282, K -L=-102/275, L -M=-66/264, M -N=-66/264, N -O=-661264,
O -P=-66/264, P -Q=-98/271, Q -R=-93/255
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Provide adequate drainage to prevent water ponding.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, AL, AM, AN, AO,
AP, AQ, AR, AS, AT, AU, AV, AK, AJ, Al, AH, AG, AF, AE, AD, AC, Z, AB,
11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
o
russ
Truss Type
=
Ply
KARTCHNER SF14B9 DAVENPORT B
056700T
A2
Piggyback Base
g
1
W9
O
❑R1!`1*ICCT /IrIALI/1 r•Allc� in
M
3x6 z
Jab Reference (optional)
•—• • •-- •���n •�• •� 0.1.i u s Ucrzu 2U1 r Mi i eK Inoustnes, Inc. Mon May 21 09:59:35 2018 Page 1
I D:RJgPDI WsJCgRAkoOBRQTPgzkbO3-2 W7QgvaEHZWELGAey3gfrBpGf43B8V2oajYProzE IQM
1-0- 6-7-13 13-3-10 19-11-8 25-6-8 32-9-8 40-0-8 45-6-0 4 6
0- 6-7-13 6-7-13 6-7-13 5-7-1 7-3-0 7-3-0 5-5-8 -0-
5x6
6x8
Scale = 1:80.1
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 2-11-11 oc purlins, except
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No. 1&Btr or 2x4 DF -N 180OF 1.6E 2-0-0 oc purlins (4-9-2 max.): E -F.
WEBS 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E *Except*BOT CHORD Rigid ceiling directly applied or 5-1-6 oc bracing.
W906020701 0: 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
REACTIONS. (Ib/size) K=2614/0-5-8 (min. 0-2-13), B=1239/0-5-8 (min. 0-1-8), 1=-763/0-3-0 (min. 0-1-8) Installation guide.
Max Horz B=-214(LC 6)
Max UpliftK=-367(LC 8), B=-239(LC 8), 1=-763(LC 1)
Max Grav K=2614(LC 1), B=1239(LC 1), 1=152(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B -C=-3549/731, C -D=-3149/605, D -E=-2079/323, E -F=-1738/321, F -G=-1468/225,
G -H=-894/209, H -I=-323/1946
BOT CHORD B -O=-730/3081, N -O=-469/2532, M -N=-68/1219, L -M=-24/733, K -L=-1710/325, I -K=-1585/298
WEBS C -O=-329/213, D -O=-88/427, D -N=-750/324, E -N=-67/677, F -N=-164/877, F -M=-347/128,
G -M=-143/607, G -L=-943/171, H -L=-285/2329, H -K=-2068/307
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
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) Bearing at joint(s) B considers parallel to grain value using ANSIlTPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) K=367,
B=239, 1=763.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
C
6 N
5x8
=
/
5
5x8
H
N
W9
O
M
3x6 z
W8
0
0)
A B
5x8 %
3.50 1
F
I-2 J n
a
5x6
zz�
14
5x6
K
4x5 =
5x12 MT20HS=
10-1-8
20-3-025-6-8
32-9-8
40-M 40 -4
45-4-0 45f-0
10-1-8
10-1-8
5-3-8
7-3-0
7-3-0 0- -12
5-0-12 U-2-0
Plate Offsets (X,Y)--
[B:0-2-1 Edge] [C:0-3-0 0-3-4]
[E:0-3-0,0-2-51, [F:0-4-0 0-1-111 [G:0-4-0,0-3-01,
[H:0-4-0,0-3-01, [K:0-8-12,0-2-81,
[L:0-2-8,0-3-01,
[0:0-4-0,0-3-01
LOADING (psf)
SPACING- 1-4-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
PLATES
GRIP
TCLL 35.0
Plate Grip DOL 1.15
TC 0.56
Vert(LL)
-0.33
N -O
>999
360
MT20
220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.71
Vert(CT)
-0.55
N -O
>865
240
MT20HS
165/146
BCLL 0.0 *
Rep Stress Incr YES
WB 0.55
Horz(CT)
0.33
K
n/a
n/a
BCDL 7.0
Code IRC2015/TP12014
Matrix -SH
Wind(LL)
0.17
O
>999
240
Weight: 219
Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E TOP CHORD Sheathed or 2-11-11 oc purlins, except
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No. 1&Btr or 2x4 DF -N 180OF 1.6E 2-0-0 oc purlins (4-9-2 max.): E -F.
WEBS 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E *Except*BOT CHORD Rigid ceiling directly applied or 5-1-6 oc bracing.
W906020701 0: 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
REACTIONS. (Ib/size) K=2614/0-5-8 (min. 0-2-13), B=1239/0-5-8 (min. 0-1-8), 1=-763/0-3-0 (min. 0-1-8) Installation guide.
Max Horz B=-214(LC 6)
Max UpliftK=-367(LC 8), B=-239(LC 8), 1=-763(LC 1)
Max Grav K=2614(LC 1), B=1239(LC 1), 1=152(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B -C=-3549/731, C -D=-3149/605, D -E=-2079/323, E -F=-1738/321, F -G=-1468/225,
G -H=-894/209, H -I=-323/1946
BOT CHORD B -O=-730/3081, N -O=-469/2532, M -N=-68/1219, L -M=-24/733, K -L=-1710/325, I -K=-1585/298
WEBS C -O=-329/213, D -O=-88/427, D -N=-750/324, E -N=-67/677, F -N=-164/877, F -M=-347/128,
G -M=-143/607, G -L=-943/171, H -L=-285/2329, H -K=-2068/307
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
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) Bearing at joint(s) B considers parallel to grain value using ANSIlTPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) K=367,
B=239, 1=763.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
o- -
russI
russ I ype
y
Ply
KARTCHNER SF14B9 DAVENPORT B
18-!J56700T
A3
Monopitch
2
1
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
Job Reference (optional)
omu wcJ I k-- rMLW ), IuMnu rfiLL.J, - O0 VU 8.l lU 5 VGI LU N7 / MI I eK I000SMe6, Inc. Mon May z uy:JS:Jo ZUlilr, e i
ID:RJgPDIWsJCgRAkoOBRQTPgzkbO3-Wigo2Fbs2te5zQlgVmCuOOLSFUWtybypNlyOEz IQL
1-0-p 6-11-8 13-8-4 205-0
0 6-11-8 6-8-12 6 8-12
5x6 =
3x4 11
3x4
3x4 =
3x4 =
K
Scale = 1:69,8
0-�-0 6 6-0 6-a-8 13-8-4
20-5-0
0- -0 6-4-0 0-5 8 6-8-12
1
6-8-12 1
Plate Offsets (X,Y)-
[B:0-2-4,0-1-81
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 0.50
Vert(LL) -0.05
B-1 >999 360
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.33
Vert(CT) -0.10
B-1 >784 240
MT20HS 165/146
BCLL 0.0 *
Rep Stress Incr YES
WB 0.53
Horz(CT) -0.01
K n/a n/a
BCDL 7.0
Code IRC2015/TP12014
Matrix -SH
Wind(LL) 0.04
B-1 >999 240
Weight: 122 Ib FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E
TOP CHORD
Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E *Except*BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
B2: 2x4 DF Stud/Std, B3: 2x6 DF 180OF 1.6E or 2x6 DF SS
5-5-0 oc bracing: H -I.
WEBS 2x4 DF Stud/Std *Except*
MiTek recommends that Stabilizers and required cross bracing
W1: 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E
be installed during truss erection, in accordance with Stabilizer
[Installation
OTHERS 2x4 DF Stud/Std
guide.
REACTIONS. (Ib/size) 1=1051/0-5-8 (min. 0-1-8), B=388/0-3-0 (min. 0-1-8), K=607/0-3-8 (min. 0-1-8)
Max Horz B=498(LC 8)
Max Upliftl=-332(LC 8), K=-262(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B -C=-353/200, C -D=-652/0, F -J=-149/406, E -J=-149/406
BOT CHORD H -I=-979/343, C -H=-938/404, F -G=-220/470
WEBS C -G=-88/420, D -F=-459/212, E -K=-608/263
NOTES -
1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) All plates are MT20 plates unless otherwise indicated.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Bearing at joint(s) K considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 1=332,
K=262.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job ___.. __.. Truss _.____..-Truss-Type _.__.qty .. 'Ply KAMMER SF14B9 DAVENPORT.B .......
18-056700T B1 GABLE 1 1
Job Reference (optional) ,
- .._. _ --
BMC wE§T (IDAHO FALLS), IDAHO FALLS, _11) 83402 8.110z Oct 20 2017 xceaindustries,ukInc. Mon May 21 09 yjFG n3S Page 1
ID:RJgPDI WsJCgRP,koOBRQTPgzkb03-T5oZTxc6aUuoCkvCdBEMTpRtaHGeLyIFGhn3S7zEIQJ
A-0-0 25-6-8
1-0-0"-
22-9-0 2-9-8
4x5 = 700 12 Scale =1:49.6
4.0o 12 M
T3 N
K p
JT2
5x6 H j
II
F G -� �i j ST12 0
`'J ST@ S t0 ST 1 W1 m
E _ ST7
i srs
DT1 % ST5
ST4
ST2 -
g S
�A / �-�-IW1 --- E1 - -- - � _6 Ba -II- i
3x4 AB AA Z Y X W V U T S R Q P
3x8 5x6
------------- --- -----
25 ------
-- 25-6-8
Plate Offsets (X,Y)-- [B:0 -0-0,0-1-6],_[B:0-3 4 Edge], [G'0-3-0 0-3-0] (M'0-2-15 0-2-4] [V:0-3-0,0-3-0]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d PLATES GRIP
TCLL 35.0
Plate Grip DOL 1.15
TC 0.06
Vert(LL)
-0.00
A
n/r
120 MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.03
Vert(CT)
0.00
A
n/r
120
BCLL 0.0
Rep Stress Incr YES
WB 0.17
Horz(CT)
0.00
P
n/a
n/a
BCDL 7.0
Code IRC2015/TPI2014
Matrix -SH
Weight: 155 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 DF Stud/Std li MTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 DF Stud/Std *Except* be installed during truss erection, in accordance with Stabilizer
STI 1: 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E Installation guide.
WEDGE
Left: 2x4 DF Stud/Std
REACTIONS. All bearings 25-6-8.
(lb) - Max Horz B=288(LC 4)
Max Uplift All uplift 100 Ib or less at joint(s) P, R, S, T, U, V, W, X, Y, Z, AA, Q except AB=-102(LC 8)
Max Grav All reactions 250 Ib or less at joint(s) P, B, R, S, T, U, V, W, X, Y, Z, AA, AB, Q
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD B -C=-286/43
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) P, R, S, T, U, V, W, X,
Y, Z, AA, Q except Qt=lb) AB=102.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
0
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rusS
Truss Type
Qty
Ply
KARTCHNER SF14B9 DAVENPORT B
18_056700T
B2
Roof Special
1
1
7-7-0 2-9-8 '
Plate Offsets (X Y)--
Job Reference (optional)
8.11U s Oct 20 2017 MiTek Industries, Inc. Mon May 2109:59:39 2018 Page 1
I D: RJg PDI WsJCgRAkoOBRQTPgzkbO3-xHMxgGdlLoOfquUPAvlb? 1 zg7hT74DsOVLWd_ZzEIQI
r1 -0-q 7-7-0 15-2-0 22-9-0 25-6-8
1-0-0 7-7-0 7-7-0 7-7-0 2-9-8
5x6 7.00 Ll2 Scale = 1:48.5
3x8 II 1.5x4 II 5x6 = 4x8 = 1.5x4 II
LUMBER- BRACING -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800F 1.6E TOP CHORD
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E BOT CHORD
WEBS 2x4 DF Stud/Std *Except* WEBS
W6,W3,W 1: 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800F 1.6E
WEDGE
Left: 2x4 DF Stud/Std
REACTIONS. (Ib/size) B=1343/0-5-8 (min. 0-1-8),G=1230/0-5-8 (min. 0-1-8)
Max Horz B=288(LC 4)
Max UpliftB=-320(LC 4), G=-297(LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD B -C=-2704/534, C -D=-1671/336, D -E=-548/107, E -F=-494/133, F -G=-1224/297
BOT CHORD BJ= -718/2431, I -J=-719/2426, H -I=-428/1494
WEBS C -J=0/271, C -I=-999/312, D-1=43/458, D -H=-1332/400, F -H=-255/1019
Sheathed or 3-1-4 oc purlins, except end verticals
Rigid ceiling directly applied or 6-0-0 oc bracing.
1 Row at midpt D -H
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. Ii; Exp C; enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) B=320,
G=297.
6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
7-7-0
15-2-0
22-9-0 25-6-8
7-7-0
7-7-0
7-7-0 2-9-8 '
Plate Offsets (X Y)--
[B:0-3-4 Edge] [B:0-0-0,0-2-61,
[E:0-3-9,0-2-81, [1:0-3-0,0-3-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
PLATES GRIP
TCLL 35.0
Plate Grip DOL 1.15
TC 0.97
Vert(LL)
-0.17
B -J
>999
360
MT20 2207195
TCDL 7.0
Lumber DOL 1.15
BC 0.59
Vert(CT)
-0.25
B -J
>999
240
BCLL 0.0
Rep Stress Incr YES
WB 0.88
Horz(CT)
0.07
G
n/a
n/a
BCDL 7.0
Code IRC2015/TP12014
Matrix -SH
Wind(LL)
0.11
B -J
>999
240
Weight: 135 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800F 1.6E TOP CHORD
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E BOT CHORD
WEBS 2x4 DF Stud/Std *Except* WEBS
W6,W3,W 1: 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800F 1.6E
WEDGE
Left: 2x4 DF Stud/Std
REACTIONS. (Ib/size) B=1343/0-5-8 (min. 0-1-8),G=1230/0-5-8 (min. 0-1-8)
Max Horz B=288(LC 4)
Max UpliftB=-320(LC 4), G=-297(LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD B -C=-2704/534, C -D=-1671/336, D -E=-548/107, E -F=-494/133, F -G=-1224/297
BOT CHORD BJ= -718/2431, I -J=-719/2426, H -I=-428/1494
WEBS C -J=0/271, C -I=-999/312, D-1=43/458, D -H=-1332/400, F -H=-255/1019
Sheathed or 3-1-4 oc purlins, except end verticals
Rigid ceiling directly applied or 6-0-0 oc bracing.
1 Row at midpt D -H
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. Ii; Exp C; enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) B=320,
G=297.
6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
rUSS
russ ypecity
7-7-0 7-7-0
y
KARTCHNER SF1469 DAVENPORT B
18-056700T
B3
Roof Special
11
1
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
Job Reference(optional
vto i puAHO rALw), IDAHO FALLS, ID 83402 8.110 s Oct 20 2017 MiTek Industries, Inc. Mon May 2109:59:41 2018 Page 1
ID: RJgPDIWsJCgRAkoOBRQTPgzkbO3-tg Uh5yf?tPGN3BenlKn35S3CvV7hY71hyf?j3SzEIQG
r1 -0-Q 7-7-0 15-2-0 22-9-0 29-0-8
'1-0-0 7-7-0 7-7-0 i 7-7-0 6-3-8
Scale =1:50.0
5x6
7 nol 12
1.5x4 II 5x6 = 4x8 = 2x4 II
7-7-0 15-2-0
22-9-0 29-0-8
7-7-0 7-7-0
7-7-0 6-3-8
Plate Offsets (X,Y)--
[B:0-7-12,0-0-4], [B:0 -0-6 0-0-21,[E:0-3-9 0-2-81 [1:0-3-0,0-3-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TOLL 35.0
Plate Grip DOL 1.15
TO 0.89
Vert(LL) -0.19
B -J >999 360
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.64
Vert(CT) -0.29
B -J >999 240
BOLL 0.0 '
Rep Stress Incr YES
WB 0.85
Horz(CT) 0.08
G n/a n/a
BCDL 7.0
Code IRC2015/TP12014
Matrix -SH
Wind(LL) 0.12
B -J >999 240
Weight: 143 Ib FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E
TOP CHORD
Sheathed or 2-8-6 oc purlins, except end verticals.
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E
BOT CHORD
Rigid ceiling directly applied or 74-12 oc bracing.
WEBS 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800E 1.6E *Except*WEBS
1 Row at midpt D -H
W7,W5,W4: 2x4 DF Stud/Std
MiTek recommends that Stabilizers and required cross bracing
WEDGE
be installed during truss erection, in accordance with Stabilizer
Left: 2x4 DF Stud/Std
Installation guide.
REACTIONS. (Ib/size) B=1514/0-5-8 (min. 0-1-10),G=1402/0-5-8 (min. 0-1-8)
Max Horz B=241 (LC 4)
Max UpliftB=-366(LC 4), G=-273(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B -C=-3183/664, C -D=-2174/473, D -E=-1070/246, E -F=-1171/273, F -G=-1363/294
BOT CHORD B -J=-791/2878, I -J=-793/2873, H -I=-510/1970
WEBS C -J=0/273, C -I=-970/302, D -I=-42/444, D -H=-1323/397, E -H=-46/363, F -H=-220/1056
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) B=366,
G=273.
6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job ....... _- _. Truss - _-_ Truss Type.. _..._.._ _.__. .._Qty. . _...-PIy _-KARTCHNERSF1469DAVENPORTB7.
18-056700T B4 GABLE 1 1
g q
--BMC WEST IDAHOFALLS,IDAHOFALLs,1683 b2 -- - --..-._ _. _..._ _._. -___. .-Job-Reference(optional)- - -.
( ) 8.11 s Oct 20 2017 MiTek Industries, Inc. Mon May 21 09.59:43 2018 Page 1
ID.RJ PDIWsJC RAkoOBRQTPgzkbO3-p2cSWegFP1X5JVnAPkgXAtBkKlzpOCy_QzUg8KzEIQE
-1-0-022-9-0
29-0-8
- 22-9-0 8-3-8
4x5 =--- Scale = 1:50.8
4.00 U M 7.00 12
L
K N
T2 J T3 p
5x6 H
P
G G
F STI 1
E 8T9 ST10 sr 2
D ST6 ST7 STS S
T3 w
C$T1 T1 STi ST4 5YS
B $T2
oA "'
3x4 ---
AD AC AB AA Z Y X W V U T S R Q
3x8 5x6
29-0-8 --------------------------
Plate Offsets (X,Y)-- (B:0-0-0 0-1-61, (B:0-3-4,Edgel, [G:0-3-0 0-3-01, [M:0-2-15.0-2-4], (X:0-3-0_ 0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL) -0.00 A n/r 120 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(CT) 0.00 A n/r 120
BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.00 Q n/a n/a
BCDL 7.0 Code IRC2015/TP12014 Matrix -SH Weight: 170 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800E 1.6E TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 DF Stud/Std --
MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 DF Stud/Std "Except' be installed during truss erection, in accordance with Stabilizer
WEDGE
ST11: 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E Installation guide. .
-
Left: 2x4 DF Stud/Std
REACTIONS. All bearings 29-0-8.
(lb) - Max Horz B=241 (LC 4)
Max Uplift All uplift 100 Ib or less at joint(s) Q, B, T, U, V, W, X, Y, Z, AA, AB, AC, AD, S, R
Max Grav All reactions 250 Ib or less at joint(s) Q, B, T, U, V, W, X, Y, Z, AA, AB, AC, AD, S, R
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) Q, B, T, U, V, W, X, Y,
Z, AA, AB, AC, AD, S, R.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
-- --
tY TPIY �; KARTCHNER SF1489 DAVENPORT B
18-056700T C1 GABLE 1 1
BMC VYEST (IDAHO FALLS), IDAHO FALLS, ID 83402 —`— _-" - -
Job Reference (optional)
6.110 s Oct 26 2017 MiTek Industries, Ina Mon May 21 0959:45 2018 Pae 1-
ID:RJgPDI WsJCq RAkoOBRQTPgzkbO3-mRjCxKi WwenpYpxZX9s?FID4g6fCU7FHtHzxCDzEIQC
1-0-0 10-11-12 _ 21-11-8
11-0-0+ 10-11-12 _ _ 211-8
o'
4x5 ---
3x4_
5x6 ==
1-8
3x4 --
M
Scale = 1:43.4
LOADING (ps0
SPACING- 2-0-0 CSL
DEFL, in
(loc) I/deft L/d PLATES GRIP
TCLL 35.0
Plate Grip DOL 1.15
TC 0.07
Vert(LL) -0.00
L n/r 120 MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.03
Vert(CT) 0.00
L n/r 120
BCLL 0.0
Rep Stress Incr YES
WB 0.12
Horz(CT) 0.00
L n!a n/a
BCDL 7.0
Code IRC2015/TP12014
Matrix -SH
Weight: 112 Ib FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E
TOP CHORD
Sheathed or 6-0-0 oc purlins.
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No. 1&Btr or 2x4 DF -N 180OF 1.6E
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 DF Stud/Std
.
MiTek recommen- -that
ds Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
REACTIONS. All bearings 21-11-8.
Installation guide.
(lb) - Max Horz B=-184(LC 6)
Max Uplift All uplift 100 Ib or less at joint(s) B, S, T, U, Q, P, O, L except
V=-105(LC 8), N=-105(LC 9)
Max Grav All reactions 250 Ib or less at joint(s) B, R, S, T, U, Q, P, O, L
except V=269(LC
19), N=269(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, S, T, U, Q, P, O, L
except Qt=1b) V=105, N=105.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
O,
Truss
y
y
KARTCHNER SF1469 DAVENPORT B
18-056700T
C2
J,-uss�y-pe
om
2
1
CSI.
DEFL.
in
(loc)
I/deft
L/d
Job Reference optional)
Emu, vvmo(iumnu rHLLJ), iuAnu rHLLO, w 0,J UL t3.11 U s Uct zu zU1 t MI I eK Inaustnes, Inc. Mon Ma 21 09:59:46 2U16 Page 1
ID:RJgPDIWsJCgRAkoOBRQTPgzkbO3-EdHa8gj8hyvgAzWl5tNEnVmB1 Wx9DZJQ6xjUkf7EIQB
1-0-0, 55-14 10-11-12 16-5-10 21-11-8 22-11 $
1-0-0 5-5-14 55-14 5-5-14 55-14 1-0-0
0
t)
Scale = 1:41.3
4x5 11
3X4,5,1 3x4 = 5x6 = 3x4 Q
7-3-13 1 14-7-11 21-1
�a
Plate Offsets (X Y)--
[B:0-2-4.0-1-81 [F:0-2-4,0-1-81,fH:0-3-0
0-3-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
PLATES GRIP
TCLL 35.0
Plate Grip DOL 1.15
TC 0.35
Vert(LL)
-0.12
H-1
>999
360
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.30
Vert(CT)
-0.16
H-1
>999
240
BCLL 0.0
Rep Stress Incr YES
WB 0.13
Horz(CT)
0.04
F
n/a
n/a
BCDL 7.0
Code IRC2015/TP12014
Matrix -SH
Wind(LL)
0.04
B-1
>999
240
Weight: 96 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E TOP CHORD
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E BOT CHORD
WEBS 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E *Except*
W2: 2x4 DF Stud/Std
REACTIONS. (Ib/size) B=1164/0-3-8 (min. 0-1-8),F=1164/0-3-8 (min. 0-1-8)
Max Herz B=184(LC 7)
Max UpliftB=-228(LC 8), F=-228(LC 9)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B -C=-1702/303, C -D=-1473/326, D -E=-1473/327, E -F=-1702/303
BOT CHORD B-[=-292/1370,1-J=-90/896,J-K=-90/896,H-K=-90/896,F-H=-169/1370
WEBS D -H=-166/585, E -H=-429/236, D -I=-166/585, C -I=-429/236
Sheathed or 4-10-5 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 7.Opsf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) B=228,
F=228.
6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
ILSs
Oty
y
KARTCHNER SF1489 DAVENPORT B
18-056700T
C3
Common
1
1
7-3-13
Job Reference (optional)
3x4 - 3x4 =3x4 Q
5x6 =
• •• •� • • •� �^�� 0._1 w s Ua zu zu1 i M1 eK inausvies, Inc. Mon May 2109:59:48 2018 Pa e 1
ID:RJgPDI WsJCgRAkoOBRQTPgzkbO3-AOPKZLkODZ90PGg7Cl PitwrXPJb9hTmjZECbpYzmQ9
5-5-14 10-11-12 16-5-10 21-11-8
5-5-14 5-5-14 5-5-14 5-5-14
4x5 11
Scale = 1:40.1
LUMBER- BRACING -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E TOP CHORD
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD
WEBS 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E *Except*
W2: 2x4 DF Stud/Std
REACTIONS. (Ib/size) A=1062/0-3-8 (min. 0-1-8), E=1062/0-3-8 (min. 0-1-8)
Max Horz A=-168(LC 4)
Max UpliftA=-195(LC 8), E=-195(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD A -B=-1723/310, B -C=-1493/334, C -D=-1493/334, D -E=-1723/310
BOT CHORD A -G=-310/1391, G -H=-103/906, H -I=-103/906, F -I=-103/906, E -F=-196/1391
WEBS C -F=-172/598, D -F=-437/239, C -G=-172/597, B -G=-437/239
Sheathed or 4-9-7 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 7.Opsf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) A=195,
E=195.
6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
7-3-13
14-7-11
21-11-8
7-3-13
7-3-13
7-3-13 i
Plate Offsets (X Y)--
(A:0-2-4.0-1-81 [E:0-2-4,0-1-81, (F:0-3-0 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 0.36
Vert(LL)
-0.11
F -G
>999
360
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.33
Vert(CT)
-0.15
F -G
>999
240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.13
Horz(CT)
0.04
E
n/a
n/a
BCDL 7.0
Code IRC2015/TP12014
Matrix -SH
Wind(LL)
0.05
A -G
>999
240
Weight: 93 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E TOP CHORD
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD
WEBS 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E *Except*
W2: 2x4 DF Stud/Std
REACTIONS. (Ib/size) A=1062/0-3-8 (min. 0-1-8), E=1062/0-3-8 (min. 0-1-8)
Max Horz A=-168(LC 4)
Max UpliftA=-195(LC 8), E=-195(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD A -B=-1723/310, B -C=-1493/334, C -D=-1493/334, D -E=-1723/310
BOT CHORD A -G=-310/1391, G -H=-103/906, H -I=-103/906, F -I=-103/906, E -F=-196/1391
WEBS C -F=-172/598, D -F=-437/239, C -G=-172/597, B -G=-437/239
Sheathed or 4-9-7 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 7.Opsf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) A=195,
E=195.
6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
o
Russ
ype
y
y
KARTCHNER SF14B9 DAVENPORT B
18-056700T
BMC WEST (IDAHO FAI I Rl IDAHO
��russ
C4
PAI 1 a In Agdn)
Common Girder
1
2
Iob Reference op tional
--o. 1 pu . ai 26"M11 etc mausmes, Inc. Mon May 21 09:59:50 2018 Page 1
ID:RJgPDIWsJCgRAkoOBRQTPgzkbO3-60X5_1 melAP5fagWKjSAyLwt07E_9B601YhitQzEIQ7
5-5-14 10-11-12 16-5-10 21-11-8
5-5-14 5-5-14 5-5-14 5-5-14
4x5 11
3x8 =
3x8 11 7x10 — 3x8 11
5-5-14 1 10-11-12 1 16-5-1
Scale = 1:40.7
Io
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 NO
Code IRC2015/TP12014
CSI.
TC 0.36
BC 0.57
WB 0.91
Matrix -SH
DEFL. in
Vert(LL) -0.14
Vert(CT) -0.19
Horz(CT) 0.06
Wind(LL) 0.04
(loc) I/def! L/d
F -G >999 360
F -G >999 240
E n/a n/a
G -H >999 240
PLATES GRIP
MT20 220/195
Weight: 227 Ib FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800E 1.6E
TOP CHORD
Sheathed or 5-1-5 oc purlins.
BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 DF Stud/Std
REACTIONS. (Ib/size) A=4180/0-3-8 (min. 0-2-4), E=4132/0-3-8 (min. 0-2-3)
Max HorzA=166(LC 26)
Max UpliftA=-325(LC 8), E=-323(LC 9)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A -B=-6915/521, B -C=-4634/396, C -D=-4634/396, D -E=-6904/522
BOT CHORD A-1=491/5889, I -J=-491/5889, H -J=491/5889, H -K=-491/5889, K -L=491/5889,
L -M=491/5889, G -M=-491/5889, G -N=-379/5879, N -O=-379/5879, O -P=-379/5879,
F -P=-379/5879, F -Q=-379/5879, Q -R=-379/5879, E -R=-379/5879
WEBS C -G=-258/4114, D -G=-2309/313, D -F=41/1845, B -G=-2321/312, B -H=40/1855
NOTES -
1) Special connection required to distribute top chord loads equally between all plies.
2) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
3) 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.
4) Unbalanced roof live loads have been considered for this design.
5) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
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) A=325,
E=323.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 619 Ib down and 31 Ib up at
1-10-12, 619 Ib down and 31 Ib up at 3-10-12, 619 Ib down and 31 Ib up at 5-10-12, 619 Ib down and 31 Ib up at 7-10-12, 619 Ib down
and 31 Ib up at 9-10-12, 619 Ib down and 31 Ib up at 11-10-12, 619 Ib down and 31 Ib up at 13-10-12, 619 Ib down and 31 Ib up at
15-10-12, and 619 Ib down and 31 Ib up at 17-10-12, and 619 Ib down and 31 Ib up at 19-10-12 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
Continued on page 2
BMG WEST (IL)AHO FALLS), IDAHU t-ALL.J, w oaao'-
I D:RJgPDIWsJCgRAkoOBRQTPgzkb03-ab4TBNmGWUXyGkOitQzPUZT21XaDueM9FCQFOtzEIQ6
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A -C=-84, C -E=-84, A -E=-14
Concentrated Loads (lb)
Vert: 1=-619(6) J= -619(B) K= -619(B) L= -619(B) M=-619(6) N= -619(B) 0=-619(B) P= -619(B) Q= -619(B) R= -619(B)
nlgg
rUSS ypie
y
y
KARTCHNER SF14B9 DAVENPORT B
[Jo.
18-056700T
C4
Common Girder
1
2
Jab Reference (optional)
Q -1-1011K—k lnrli,ctriec Inr Mnn Mnv 91 na :FG :51201 A Pane
BMG WEST (IL)AHO FALLS), IDAHU t-ALL.J, w oaao'-
I D:RJgPDIWsJCgRAkoOBRQTPgzkb03-ab4TBNmGWUXyGkOitQzPUZT21XaDueM9FCQFOtzEIQ6
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A -C=-84, C -E=-84, A -E=-14
Concentrated Loads (lb)
Vert: 1=-619(6) J= -619(B) K= -619(B) L= -619(B) M=-619(6) N= -619(B) 0=-619(B) P= -619(B) Q= -619(B) R= -619(B)
_- Truss
Job -----
Truss Type
�— -- Qty
'Ply
K UMMER SF1489 DAVENPORT B
- 18-056700T D1
GABLE
1
1
'..
Job Reference (optional)
BMC WEST (IDAHO FAELS), IDAHO FALLS, ID 83402
____ _
8.110 s Oct 20 2017 MiTek Industries lnc. Mon May 21 09:59:53 2018 Pagge 1
ID.RJgPDIWsJCgRAko06RQTPgzkb03-XzCDc3oX25ngW1
Y5?r?ta_YL2KGXMdQSjWvMUIzEIQ4
14-0-0
21-0-0---- 21-11-8
27-9-8
r_. 33-7-8 39-5-8 —{
_ _7-M
7-0-0
7-0-0
7-0-0 0-11-8
5-10-0
5-10-0 5-10-0
5x6 -
Scale =1:76.1
2x4
7.00 i 12
D E
7x10 •i
C
8x8 �� `� I
B _
0 'L �.
---
o c�
4x5 = T 5
5x8
14-0-0 21-11-8
ST14 3x4 <.
-Td F
3
ST10 /n
ST11,ST15
S�13
1_____B4
-- B4 &—
AV
602
R
3x4 i
_ 5x6
VV STI
19� G
. I V, ST16 po
ill W7, ST22
\ ST21 -11- H
0
M L K J I 3x6: o
5x6 = ��
101-51111.1
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.10 A -T >999 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.45 Verl(CT) -0.15 A -T >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.62 Horz(CT) 0.03 R n/a n/a
BCDL 7.0 Code IRC2015ITPI2014 Matrix -SH Wind(LL) 0.07 A -T >999 240 Weight: 319 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 44-5 oc purlins.
BOT CHORD 2x4 DF 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. Except:
WEBS 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E *Except* 1 Row at midpt E -Q
W8,W4,W7: 2x4 DF Stud/Std WEBS 1 Row at midpt F -Q, C -Q
OTHERS 2x4 DF Stud/Std *Except* wife -k-
-._._.__- _ _ __._._.-.._..
P MiTek recommends that Stabilizers and required cross bracing
ST8,ST10: 2x4 DF 1800E 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800E 1.6E be installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS. All bearings 17-0-0 except Qt=length) A=0-5-8, R=0-5-8.
(lb) - Max HorzA=316(LC 5)
Max Uplift All uplift 100 Ib or less at joint(s) J, I, H except A=-187(LC 8), Q=-435(LC 9), L=-163(LC 9)
Max Grav All reactions 250 Ib or less at joint(s) R, P, 0, N, M, K, J, I except A=1096(LC 19), 0=1409(LC 1),
L=741(LC 1), H=251(LC 1), H=251(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD A -B=-1722/263, B -C=-1025/177, C -D=-293/165, E -F=-150/264, F -G=-52/257, G -H=-363/40
BOT CHORD A -T=-392/1356, S -T=-393/1354, E -Q=-582/177
WEBS B -S=-696/285, C -S=-40/381, F -L=-449/57, G -L=-431/232, C -Q=-864/351, Q -S=-209/764
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration.
5) All plates are 1.5x4 MT20 unless otherwise indicated.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 7.Opsf.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) J, I, H except Qt=lb)
A=187, 0=435, L=163.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
18-056700T
A
N
5x8
ob Reference_(optionaI _
........... ..-
8.110 s Oct 20 2017 MiTek Industries, Inc. Mon May 21 09 59:55 2018 Pagel
ID:RJgPDIWsJCgRAkoOBRQTPgzkbO3-TMK_l lgnai1 OILiU6G1 LfPewZ8zEgY?IAgOTZezEIQ2
13-1-0 13-2-8
13- _ _- -
13-1-0 _ -0-i-8
Q P O N M L K J
5x12 MT20HS
3x6
13-1-0
ra
Scale = 1:53.0
*** Design Problems ***
REVIEW REQUIRED
CSI Failure: F -G, G -H, H-1
Shear Stress Limit Exceeded: F -G
Max Deflection In Panel Exceeded: G -H, H-1
Max Horizontal Deflection Exceeded In Span: H-1
Max Vertical Deflection Exceeded In Span: H-1
Defl limit exceeded @ jt G, H
._ —
Plate Offsets (X,Y)[H.0-0-14,0-1-8] ,
LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 3.63 Vert(LL) 21.04 H-1 >3 120 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.43 Vert(CT) 19.60 H-1 >3 120 MT20HS 165/146
BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT) 0.00 n/a n/a
BCDL 7.0 Code IRC2015/TPI2014 Matrix -SH Weight: 98 Ib FT = 20%
-- -- __--------- --
LUMBER•BRACING-
- ----- ----_ -----
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No. 1&Btr or 2x4 DF -N 180OF 1.6E TOP CHORD Sheathed, except end verticals.
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No. 1&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 DF 180OF 1.6E or 2x4 DF No. 1&Btr or 2x4 DF -N 180OF 1.6E WEBS 1 Row at midpt G -K, F -L
OTHERS 2x4 DF Stud/Std *Except*-aci -- ----,
MiTek recommerids that Stabiliz-- ers and required cross - bracing
ST6,ST5: 2x4 DF 1800E 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800E 1.6E be installed during truss erection, in accordance with StabilizerInstallation guide___
REACTIONS. All bearings 13-1-0
(lb) - Max Horz Q=-362(LC 4)
Max Uplift All uplift 100 Ib or less atjoint(s) N, O except Q=-1098(LC 4), K=-1149(LC
9), L=-1606(LC 16), M=-317(LC 9), P=-535(LC 7)
Max Grav All reactions 250 Ib or less at joint(s) J, N, O except Q=644(LC 7), K=2117(LC
1), L=1450(LC 4), M=534(LC 1), P=991 (LC 4)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A -Q=-364/623, A -B=-365/630, B -C=-229/408, C -D=-224/421, D -E=-192/389, E -F=-322/532,
F -G=-249/738, G -H=-356/370, H-1=0/397
WEBS G -K=-2085/1168, F -L=-1432/1633, E -M=-506/333, B -P=-458/257
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are MT20 plates unless otherwise indicated.
5) All plates are 1.5x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
8) Gable studs spaced at 2-0-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
Continued on page 2
Job
cuss
I russ I ype
Qty
Ply
KARTCHNER SF1469 DAVENPORT B
18-056700T
E1
GABLE
2
1
Job Reference (optional)
BMG WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
8.11U S Oct 2U 2U1 t MI I eK InOUStrIeS, Inc. MOn Ma 21 U9 59:bb 2018 F'9ge
2
ID:RJgPDIWsJCgRAkoOBRQTPgzkbO3-TMK_l lgnai1 OILiU6G1 LfPew�8zEgY?IAgOTZezEIQ2
NOTES -
10) *This truss has been designed for alive 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.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) N, O except Qt=lb) Q=1098, K=1149, L=1606, M=317,
P=535.
12) Following joints to be plated by qualified designer: Joint(s) F, G, H, K, L, not plated.
13) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1.
14) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer
must provide for uplift reactions indicated.
LOAD CASE(S) Standard
Job ;Tn
18 -056700T -E2
Jade -Closed
'Qty Ply KARTCHNERSF14B9DAVENPORTB
10 1
Job Reference (optional)
8.110 s Oct 20 2017 MiTek Industries, Inc. Mon Mayy 2109:59:56 2018 Page 1
ID:RJgPDI WsJCq RAkoOBRQTPgzkbO3-xYuMF4gPL09FNVHggzZaBcA2YMtZ58uPU8054zEIQ1
6-6-8 13-1-0 13-2-8
6-6 8. 6-6-8 0-1-8
3x4
C
F E D
1.5x4 I I 4x5 3x81
13-1-0
LOADING (psf) SPACING- 2-0-0
CSL
DEFL. in
TCLL 35.0 Plate Grip DOL 1.15
TC 0.55
Vert(LL) -0.04
TCDL 7.0 Lumber DOL 1.15
BC 0.22
Vert(CT) -0.07
BCLL 0.0 Rep Stress Incr YES
WB 0.17
Horz(CT) -0.01
BCDL 7.0 Code IRC2015/TP12014
Matrix -SH
Wind(LL) 0.01
LUMBER-
BRACING -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E
TOP CHORD
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E
BOT CHORD
WEBS 2x4 DF Stud/Std *Except*
WEBS
W1,W2: 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E
REACTIONS. (Ib/size) F=633/Mechanical, D=633/0-1-8 (min. 0-1-8)
Max Horz F=307(LC 8)
Max UpliftF=-17(LC 8), D=-293(LC 8)
Max GravF=633(LC 1), D=667(LC 15)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A -F=-592/38, A -B=-614/0
BOT CHORD E -F=-330/144, E -G=-222/471, D -G=-222/471
WEBS A -E=0/385, B -D=-615/292
(loc)
I/deli
Ltd
D -E
>999
360
D -E
>999
240
D
n/a
n/a
E
>999
240
PLATES GRIP
MT20 220/195
Weight: 81 Ib
Scale = 1:54.6
FT = 20%
Sheathed or 6-0-0 oc purlins, except end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
1 Row at midpt C -D, B -D
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES -
1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 7.Opsf.
4) Refer to girder(s) for truss to truss connections.
5) 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.
6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) F except Qt=1b) D=293.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
o -�-�� ---- Truss Truss Type Ply TKARTCHNERSF14B9DAVENPORT6--
18-056700T J02A Monopitch 1 1
__ Job Reference a (optional)-
- - -- .....-- 9 - q - q Pql 10
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 -- � 8.110 s Oct 20 2017 MiTek Industries Inc. -Mon May 2t 09.59:57 2018 Pa
1-
ID:RJ PDIWsJC RAkoOBRQTP zkbO3-PISkSQrl6KH6_fssEh4 k zi IUc2e8tad Pa Q10
3 8 8 8-4 12 13-8-0
4-8-4 5-3 4 -
Scale = 1:60.6
5x6
1.5x4 is 3.50:12
G F
5x6
4x8 -
3-5-0
LOADING (psf)SPACING-
2-0-0
CSL
DEFL. in
TCLL 35.0
Plate Grip DOL 1.15
TC 0.71
Vert(LL) -0.27
TCDL 7.0
Lumber DOL 1.15
BC 0.44
Vert(CT) -0.45
BCLL 0.0
Rep Stress Incr YES
WB 0.35
Horz(CT) -0.05
BCDL 7.0
Code IRC2015ITP12014
Matrix -SH
Wind(LL) 0.01
LUMBER-
BRACING -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E
TOP CHORD
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E
BOT CHORD
WEBS 2x4 DF Stud/Std *Except*
W3: 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E
OTHERS 2x4 DF Stud/Std
0
6
m
N
(loc)
I/defl
L/d PLATES GRIP
E -F
>445
360 MT20 220/195
E -F
>263
240
1
n/a
n/a
E
>999
240 Weight: 86 Ib FT = 20%
Sheathed or 6-0-0 oc purlins, except end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross 11 bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide._. -
REACTIONS. All bearings 3-8-8 except Qt=length) 1=0-3-8.
(lb) - Max Horz G=311(LC 8)
Max Uplift All uplift 100 Ib or less at joint(s) G except F=-243(LC 8), 1=-228(LC 8)
Max Grav All reactions 250 Ib or less at joint(s) G except F=743(LC 1), F=743(LC 1), 1=441 (LC 15)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD E -H=-140/294, D -H=-140/294
BOT CHORD F -G=-317/119, B -F=-374/199, E -F=-197/272
WEBS C -E=-253/207, C -F=-401/63, D-1=442/228
NOTES -
1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Bearing at joint(s) F, I 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 capable of withstanding 100 Ib uplift at joint(s) G except Qt=lb) F=243
, 1=228.
6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
lab - -.. Truss ------
Truss-TY-1567--
18-056700T PB1 ';Piggyback
BMC WESTIDAHO FALLS , ID �— ` --
( ) AHO FALLS, ID 83402
2-8-5
2-9-8
_.-Qty Ply- -
I,KART CHNERS F1469bAVENPORTB
Job Reference (optional)
ID:RJ PDIWsJC _. .1 Inc-,--_.--
8.110 sOct 20 2017 MiTek Industries, IncMon May 21 09.59.59 2018 Page 1
g gRAkoOBRQTPgzkbO3-L7ZVt6tldxYgEyOFL56HpFoUMRemTBL5SMgiPzEIQ_
_ 5-7-1
2-9-8
45 = Scale: 1"=1'
-T.
7.00:12 I
.I
T / ST1 T1
2x4
1.5x4
5-7-1
2x4 -
LOADING (psf) SPACING. 2-0-0
i CSL
DEFL. in
(loc) I/deft L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15
TC 0.05
Vert(LL) 0.00
E n/r 120 MT20 220/195
TCDL 7.0 Lumber DOL 1.15
BC 0.02
Vert(CT) 0.00
E n/r 120
BCLL 0.0 ' Rep Stress Incr YES
WB 0.03
Horz(CT) 0.00
D n/a n/a
BCDL 7.0 Code IRC2015/TP12014
Matrix -P
Weight: 15 Ib FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E
TOP CHORD
Sheathed or 5-7-1 oc purlins.
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.i&Btr or 2x4 DF -N 180OF 1.6E
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 DF Stud/Std
---.--- _- _.
MiTek recommends that Stabilizers and required cross bracing
installed during truss erection, in accordance with Stabilizer
(be
guide.
REACTIONS. (Ib/size) B=156!3-11-2 (min. 0-1-8), D=156!3-11-2 (min. 0-1-8), F=164/3-11-2
, _Installation __ .
(min. 0-1-8)
Max Horz B=38(LC 7)
Max UpliftB=-45(LC 8), D=-50(LC 9), F=-10(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 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 chord live load nonconcurrent with any other live loads.
5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, D. F.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
LOAD CASE(S) Standard