HomeMy WebLinkAboutTRUSS - 18-00552 - 532 Woodbridge St - SFRJob
B1755-18
Truss
A1G
Truss Type
Common Supported Gable
Qty
1
Ply
1
Stonebridge 3-4-4(RP 10/2)
Job Reference (optional)
Run: 8.410 s 22 May 29 2018 Print: 8.220 s May 29 2018 MiTek Industries, Inc. Tue Oct 2 10:19:23 2018 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:B?ctdlCjAMK0He1hSoFPPUyXTle-L4t99hzipBOBcMd9jODwN10AnbLL1zDk4vLTQwyXTNo
Scale = 1:59.2
T2 T2
B1
ST7
ST6
ST5
ST4
ST3
ST2ST1
ST6
ST5
ST4
ST3
ST2 ST1
T1 T1
B2
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
31 30 29 28 27 26
25 24 23 22 21 20 19 18
4x4
3x4
3x4
5x6
5x6
3x4
27-6-0
27-6-0
-1-6-0
1-6-0
13-9-0
13-9-0
27-6-0
13-9-0
29-0-0
1-6-0
0-
4
-
7
9-
6
-
7
0-
4
-
7
8.00 12
Plate Offsets (X,Y)-- [7:0-3-0,0-3-0], [11:0-3-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.15
0.07
0.20
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.01
-0.02
0.00
(loc)
17
17
16
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 170 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 9-24
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 27-6-0.
(lb) - Max Horz2=-162(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 2, 25, 27, 28, 29, 30, 31, 23, 22, 21, 20, 19, 18, 16
Max Grav All reactions 250 lb or less at joint(s) 24, 25, 27, 28, 29, 30, 31, 23, 22, 21, 20, 19, 18 except
2=299(LC 1), 16=299(LC 1)
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=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=2ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-7-0 to 1-5-0, Exterior(2) 1-5-0 to 13-9-0, Corner(3) 13-9-0 to 16-9-0,
Exterior(2) 16-9-0 to 29-1-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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 2x4 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 25, 27, 28, 29, 30,
31, 23, 22, 21, 20, 19, 18, 16.
10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2.
11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B1755-18
Truss
A2
Truss Type
Common
Qty
6
Ply
1
Stonebridge 3-4-4(RP 10/2)
Job Reference (optional)
Run: 8.220 s May 29 2018 Print: 8.220 s May 29 2018 MiTek Industries, Inc. Tue Oct 2 10:19:25 2018 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:B?ctdlCjAMK0He1hSoFPPUyXTle-IT_vaN?yLoevrgnXqpFOSS5QMPxVVs?1YDqZUpyXTNm
Scale = 1:58.8
T2 T2
B1
W2
W1
W2
W1T1 T1
B2
1
2
3
4
5
6
7
10 9 8
11
12 13
14
15
4x6
3x4
3x4 3x4
5x6
3x4
5x6
3x4
9-3-10
9-3-10
18-2-6
8-10-12
27-6-0
9-3-10
-1-6-0
1-6-0
7-0-15
7-0-15
13-9-0
6-8-1
20-5-1
6-8-1
27-6-0
7-0-15
29-0-0
1-6-0
0-
4
-
7
9-
6
-
7
0-
4
-
7
8.00 12
Plate Offsets (X,Y)-- [3:0-3-0,0-3-4], [5:0-3-0,0-3-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.53
0.48
0.31
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.27
-0.33
0.05
-0.06
(loc)
8-10
8-10
6
6-8
l/defl
>999
>983
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 128 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-1-6 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.
REACTIONS.(lb/size) 2=1536/0-3-8 (min. 0-1-10), 6=1536/0-3-8 (min. 0-1-10)
Max Horz2=-162(LC 10)
Max Uplift2=-123(LC 12), 6=-123(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-11=-2033/141, 3-11=-1882/170, 3-12=-1768/206, 4-12=-1589/222, 4-13=-1589/222,
5-13=-1768/206, 5-14=-1882/170, 6-14=-2033/141
BOT CHORD 2-10=-40/1550, 9-10=0/1041, 9-15=0/1041, 8-15=0/1041, 6-8=-51/1550
WEBS 4-8=-70/724, 5-8=-526/152, 4-10=-70/718, 3-10=-526/152
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; B=45ft; L=28ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 13-9-0, Exterior(2) 13-9-0 to 16-9-0,
Interior(1) 16-9-0 to 29-1-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 8.0psf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=123,
6=123.
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
B1755-18
Truss
A3GD
Truss Type
Common Girder
Qty
1
Ply
2
Stonebridge 3-4-4(RP 10/2)
Job Reference (optional)
Run: 8.220 s May 29 2018 Print: 8.220 s May 29 2018 MiTek Industries, Inc. Tue Oct 2 10:19:27 2018 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:B?ctdlCjAMK0He1hSoFPPUyXTle-Er6g_20CtPvd5zxwyDIsXtBjMCVGzdPK?XJgZhyXTNk
Scale = 1:58.6
T2 T2
B1
W5
W4 W3
W2 W1
W4W3
W2W1
T1
T3
B2HW1 HW11
2
3
4
5
6
7
8
14 13
12 11 10 9
15 16 17 18 19 20 21
5x6
4x6
5x6
4x12
6x8 8x10
3x6
7x8 3x6
3x6
7x8 3x6
4x12
5-0-4
5-0-4
9-4-10
4-4-6
13-9-0
4-4-6
18-1-6
4-4-6
22-5-12
4-4-6
27-6-0
5-0-4
5-0-4
5-0-4
9-4-10
4-4-6
13-9-0
4-4-6
18-1-6
4-4-6
22-5-12
4-4-6
27-6-0
5-0-4
29-0-0
1-6-0
0-
4
-
7
9-
6
-
7
0-
4
-
7
8.00 12
Plate Offsets (X,Y)-- [1:0-2-7,0-2-1], [2:0-2-4,0-3-4], [3:0-2-0,0-1-8], [5:0-2-0,0-1-8], [6:0-2-4,0-3-4], [7:0-2-7,0-2-1], [9:0-4-8,0-1-8], [10:0-3-8,0-4-12], [11:0-5-0,0-4-12], [13:0-3-8
,0-4-12], [14:0-4-8,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.76
0.90
0.89
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.26
-0.34
0.11
0.09
(loc)
9-10
13-14
7
9-10
l/defl
>999
>960
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 353 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x6 DF 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except*
W5: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEDGE
Left: 2x4 DF Stud/Std, Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS.(lb/size) 1=7864/0-3-8 (req. 0-4-3), 7=5820/0-3-8 (min. 0-3-2)
Max Horz1=-158(LC 30)
Max Uplift1=-835(LC 8), 7=-1357(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-12458/1397, 2-3=-9778/1281, 3-4=-7242/1168, 4-5=-7243/1169, 5-6=-9137/2010,
6-7=-9743/2400
BOT CHORD 1-15=-1072/10242, 15-16=-1072/10242, 14-16=-1072/10242, 14-17=-1069/10187,
17-18=-1069/10187, 13-18=-1069/10187, 12-13=-911/8042, 11-12=-911/8042,
11-19=-1520/7513, 19-20=-1520/7513, 10-20=-1520/7513, 10-21=-1885/7947,
9-21=-1885/7947, 7-9=-1894/7953
WEBS 4-11=-1213/7484, 5-11=-2725/2113, 5-10=-2567/2932, 6-10=-642/874, 6-9=-1148/475,
3-11=-3646/268, 3-13=-229/4049, 2-13=-2726/201, 2-14=-127/2827
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 0-3-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) WARNING: Required bearing size at joint(s) 1 greater than input bearing size.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=835,
7=1357.
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.
Continued on page 2
Job
B1755-18
Truss
A3GD
Truss Type
Common Girder
Qty
1
Ply
2
Stonebridge 3-4-4(RP 10/2)
Job Reference (optional)
Run: 8.220 s May 29 2018 Print: 8.220 s May 29 2018 MiTek Industries, Inc. Tue Oct 2 10:19:27 2018 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401
ID:B?ctdlCjAMK0He1hSoFPPUyXTle-Er6g_20CtPvd5zxwyDIsXtBjMCVGzdPK?XJgZhyXTNk
NOTES-
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1085 lb down and 76 lb up at 2-0-12, 1085 lb down and 76 lb up at 4-0-12
, 1085 lb down and 76 lb up at 6-0-12, 1085 lb down and 76 lb up at 8-0-12, 961 lb down and 43 lb up at 9-6-12, 961 lb down and 43 lb up at 11-6-12, 961 lb down and 43 lb
up at 13-6-12, 1085 lb down and 76 lb up at 15-6-12, and 1085 lb down and 76 lb up at 17-6-12, and 1561 lb down and 3253 lb up at 19-7-8 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: 1-4=-86, 4-8=-86, 1-7=-16
Concentrated Loads (lb)
Vert: 12=-961(B) 11=-961(B) 13=-961(B) 15=-1085(B) 16=-1085(B) 17=-1085(B) 18=-1085(B) 19=-1085(B) 20=-1085(B) 21=-1366(B)
Job
B1755-18
Truss
B1G
Truss Type
Common Supported Gable
Qty
1
Ply
1
Stonebridge 3-4-4(RP 10/2)
Job Reference (optional)
Run: 8.220 s May 29 2018 Print: 8.220 s May 29 2018 MiTek Industries, Inc. Tue Oct 2 10:19:28 2018 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:B?ctdlCjAMK0He1hSoFPPUyXTle-i2g2CO1qej1Ui7W6Vxp535j1Xc34iFVTEB2E58yXTNj
Scale = 1:48.8
T1 T1
B1
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
ST1
B2
1
2
3
4
5
6
7
8
9
10
11
12
13
23 22 21 20 19 18 17 16 15 14
4x4
3x4
3x4
3x4
22-0-0
22-0-0
-1-6-0
1-6-0
11-0-0
11-0-0
22-0-0
11-0-0
23-6-0
1-6-0
0-
4
-
7
7-
8
-
7
0-
4
-
7
8.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.15
0.04
0.14
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.01
-0.01
0.00
(loc)
13
13
12
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 122 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 22-0-0.
(lb) - Max Horz2=131(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) 2, 19, 20, 22, 23, 17, 16, 15, 14, 12
Max Grav All reactions 250 lb or less at joint(s) 18, 19, 20, 22, 23, 17, 16, 15, 14 except 2=325(LC 1), 12=325(LC
1)
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=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-7-0 to 1-5-0, Exterior(2) 1-5-0 to 11-0-0, Corner(3) 11-0-0 to 14-0-0,
Exterior(2) 14-0-0 to 23-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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 2x4 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 19, 20, 22, 23, 17,
16, 15, 14, 12.
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
Job
B1755-18
Truss
B2
Truss Type
Common
Qty
5
Ply
1
Stonebridge 3-4-4(RP 10/2)
Job Reference (optional)
Run: 8.220 s May 29 2018 Print: 8.220 s May 29 2018 MiTek Industries, Inc. Tue Oct 2 10:19:29 2018 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:B?ctdlCjAMK0He1hSoFPPUyXTle-AEEQPk2SP19LKH5J3eKKcIG9I0KNRhudTroneayXTNi
Scale = 1:46.7
T1
T2
B1
W2
W1
W2
W1
B2
1
2
3
4
5
6
8 7
9
10 11
12
13 14
4x6
3x4 3x4 5x6 3x4
2x4 2x4
7-5-10
7-5-10
14-6-6
7-0-12
22-0-0
7-5-10
-1-6-0
1-6-0
5-8-7
5-8-7
11-0-0
5-3-9
16-3-9
5-3-9
22-0-0
5-8-7
0-
4
-
7
7-
8
-
7
0-
4
-
7
8.00 12
Plate Offsets (X,Y)-- [4:0-3-0,0-1-12], [8:0-3-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.34
0.35
0.26
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.11
-0.14
0.03
0.03
(loc)
7-8
6-7
6
6-7
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 101 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-9-11 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.
REACTIONS.(lb/size) 6=1101/0-3-8 (min. 0-1-8), 2=1262/0-3-8 (min. 0-1-8)
Max Horz2=127(LC 11)
Max Uplift6=-60(LC 12), 2=-109(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-9=-1608/117, 3-9=-1482/140, 3-10=-1395/169, 4-10=-1265/183, 4-11=-1282/196,
5-11=-1414/173, 5-12=-1478/152, 6-12=-1625/139
BOT CHORD 2-8=-59/1218, 8-13=0/829, 13-14=0/829, 7-14=0/829, 6-7=-63/1239
WEBS 4-7=-62/578, 5-7=-424/125, 4-8=-54/546, 3-8=-408/122
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; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0,
Interior(1) 14-0-0 to 21-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 8.0psf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 2=109.
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
B1755-18
Truss
B3
Truss Type
Common
Qty
2
Ply
1
Stonebridge 3-4-4(RP 10/2)
Job Reference (optional)
Run: 8.220 s May 29 2018 Print: 8.220 s May 29 2018 MiTek Industries, Inc. Tue Oct 2 10:19:29 2018 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:B?ctdlCjAMK0He1hSoFPPUyXTle-AEEQPk2SP19LKH5J3eKKcIG5I0I7RgadTroneayXTNi
Scale = 1:61.8
T1 T2
B1
W3
W4
W5
W1
W2
T3
B2
1
2
3
4
8 7 6 5
9
10 11
12
4x6
6x8 M18SHS
5x8
3x4 3x4 3x8 2x4
4x4
7-6-8
7-6-8
14-5-9
6-11-1
21-9-8
7-3-15
7-6-8
7-6-8
14-5-9
6-11-1
21-9-8
7-3-15
4-
1
0
-
2
9-
1
0
-
7
0-
4
-
7
8.00 12
Plate Offsets (X,Y)-- [1:Edge,0-0-12], [3:0-4-0,0-3-0], [4:0-0-11,Edge], [8:0-2-0,0-0-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.60
0.50
0.28
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.12
-0.19
0.02
0.05
(loc)
4-5
4-5
4
4-5
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 113 lb FT = 0%
GRIP
220/195
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-3-1 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-6
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 8=1101/0-3-8 (min. 0-1-8), 4=1101/Mechanical
Max Horz8=-203(LC 10)
Max Uplift8=-65(LC 12), 4=-60(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-9=-895/125, 9-10=-726/128, 2-10=-686/145, 2-11=-596/159, 3-11=-891/131,
3-12=-1421/145, 4-12=-1583/125, 1-8=-1032/139
BOT CHORD 5-6=-41/1174, 4-5=-40/1176
WEBS 2-6=-28/303, 3-6=-739/128, 3-5=0/277, 1-6=-42/612
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; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-6-8, Exterior(2) 7-6-8 to 10-6-8,
Interior(1) 10-6-8 to 21-8-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) All plates are MT20 plates unless otherwise indicated.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) 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 joint(s) 8, 4.
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
Job
B1755-18
Truss
B4GD
Truss Type
Common Girder
Qty
1
Ply
2
Stonebridge 3-4-4(RP 10/2)
Job Reference (optional)
Run: 8.220 s May 29 2018 Print: 8.220 s May 29 2018 MiTek Industries, Inc. Tue Oct 2 10:19:31 2018 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:B?ctdlCjAMK0He1hSoFPPUyXTle-6dMAqQ3jweP3ZbEhB3MohjLSuq_gvVCvw9HuiTyXTNg
Scale = 1:59.0
T1
T2
B1
W3 W4
W5
W6 W7
W8 W9
W1
W2
T3
B2
1
2
3
4
5
6
12 11 10 9 8 7
13 14 15 16 17 18
4x4
5x6
2x4 4x6
3x4
3x4 7x8 3x4
3x4
2x4
4x4
5x6
3-11-0
3-11-0
7-6-8
3-7-8
12-0-14
4-6-6
16-7-4
4-6-6
21-9-8
5-2-4
3-11-0
3-11-0
7-6-8
3-7-8
12-0-14
4-6-6
16-7-4
4-6-6
21-9-8
5-2-4
4-
1
0
-
2
9-
1
0
-
7
0-
4
-
7
8.00 12
Plate Offsets (X,Y)-- [1:0-1-12,0-2-0], [2:0-1-12,0-1-8], [4:0-3-0,0-3-0], [5:0-1-12,0-1-8], [6:0-3-0,0-2-13], [9:0-4-0,0-4-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.53
0.49
0.59
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
0.10
0.12
-0.02
0.03
(loc)
7-8
7-8
6
8-9
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 314 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x6 DF 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
10-0-0 oc bracing: 11-12.
REACTIONS.(lb/size) 12=3358/0-3-8 (min. 0-1-13), 6=1382/Mechanical
Max Horz12=-201(LC 6)
Max Uplift12=-721(LC 8), 6=-3237(LC 24)
Max Grav12=3358(LC 1), 6=1865(LC 37)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2169/526, 2-3=-2715/741, 3-4=-2747/739, 4-5=-2991/2107, 5-6=-3096/4633,
1-12=-3354/743
BOT CHORD 10-11=-333/1725, 9-10=-333/1725, 9-13=-1704/2393, 13-14=-1704/2393, 8-14=-1704/2393,
8-15=-3855/2484, 15-16=-3855/2484, 7-16=-3855/2484, 7-17=-3855/2484, 17-18=-3855/2484,
6-18=-3855/2484
WEBS 2-11=-1521/418, 2-9=-508/1116, 3-9=-743/2550, 4-9=-877/2529, 4-8=-3132/722,
5-8=-241/2657, 5-7=-3058/72, 1-11=-551/2642
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 0-5-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=721,
6=3237.
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) 1401 lb down and 96 lb up at
5-10-4, 1401 lb down and 96 lb up at 7-10-4, 1406 lb down and 98 lb up at 9-10-4, 19 lb down and 1132 lb up at 11-10-4, 19 lb down
and 1132 lb up at 13-10-4, 19 lb down and 1132 lb up at 15-10-4, and 19 lb down and 1132 lb up at 17-10-4, and 19 lb down and
1132 lb up at 19-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) StandardContinued on page 2
Job
B1755-18
Truss
B4GD
Truss Type
Common Girder
Qty
1
Ply
2
Stonebridge 3-4-4(RP 10/2)
Job Reference (optional)
Run: 8.220 s May 29 2018 Print: 8.220 s May 29 2018 MiTek Industries, Inc. Tue Oct 2 10:19:31 2018 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401
ID:B?ctdlCjAMK0He1hSoFPPUyXTle-6dMAqQ3jweP3ZbEhB3MohjLSuq_gvVCvw9HuiTyXTNg
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-86, 3-6=-86, 6-12=-16
Concentrated Loads (lb)
Vert: 10=-1401(B) 8=334(B) 13=-1401(B) 14=-1406(B) 15=334(B) 16=334(B) 17=334(B) 18=334(B)
Job
B1755-18
Truss
C1G
Truss Type
Common Structural Gable
Qty
1
Ply
1
Stonebridge 3-4-4(RP 10/2)
Job Reference (optional)
Run: 8.220 s May 29 2018 Print: 8.220 s May 29 2018 MiTek Industries, Inc. Tue Oct 2 10:19:32 2018 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:B?ctdlCjAMK0He1hSoFPPUyXTle-apwZ2m4LhyXwBlptknt1Exub8DMdew239p0REvyXTNf
Scale = 1:62.4
T2
T3
B1
W3
W2
W1W2W1
ST8ST6
ST7
ST4
ST5
ST3
ST2
ST1
ST8
B1
T1
T2
1
2
3
4
5
6
9 8 7
26
27 28
29
5x8
6x8 M18SHS
5x8
3x4 3x4
5x8
6-6-0
6-6-0
6-7-12
0-1-12
14-3-0
7-7-4
21-10-4
7-7-4
28-6-0
6-7-12
-1-6-0
1-6-0
6-7-12
6-7-12
14-3-0
7-7-4
21-10-4
7-7-4
28-6-0
6-7-12
0-
4
-
7
9-
1
0
-
7
0-
4
-
7
8.00 12
Plate Offsets (X,Y)-- [3:0-4-0,0-3-4], [5:0-4-0,0-3-0], [6:0-0-3,Edge], [8:0-4-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.69
0.38
0.74
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.08
-0.13
0.02
0.03
(loc)
6-7
6-7
6
6-7
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 180 lb FT = 0%
GRIP
220/195
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 4-8, 5-8
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 6=962/Mechanical, 9=2075/0-3-8 (min. 0-2-3)
Max Horz9=164(LC 11)
Max Uplift6=-27(LC 12), 9=-282(LC 12)
Max Grav6=977(LC 22), 9=2075(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-26=-335/667, 3-26=-322/921, 3-27=-663/43, 4-27=-450/63, 4-28=-470/71, 5-28=-687/53,
5-29=-1237/69, 6-29=-1416/51
BOT CHORD 2-9=-615/359, 8-9=-588/315, 7-8=0/1058, 6-7=0/1060
WEBS 5-8=-756/138, 5-7=0/278, 3-8=-184/1155, 3-9=-1921/405
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; B=45ft; L=29ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 14-3-0, Exterior(2) 14-3-0 to 17-3-0,
Interior(1) 17-3-0 to 28-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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 2x4 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Refer to girder(s) for truss to truss connections.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb)
9=282.
11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B1755-18
Truss
C2
Truss Type
Common
Qty
2
Ply
1
Stonebridge 3-4-4(RP 10/2)
Job Reference (optional)
Run: 8.220 s May 29 2018 Print: 8.220 s May 29 2018 MiTek Industries, Inc. Tue Oct 2 10:19:33 2018 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:B?ctdlCjAMK0He1hSoFPPUyXTle-3?TxF65zSFfmpvO4IUPGm8RmudhsNNICOTm?nLyXTNe
Scale = 1:63.3
T2 T2
B1
W3
W2
W1W2W1T1
T3
B2
1
2
3
4
5
6
10 9 8 7
11
12 13
14
5x8
6x8 M18SHS
5x8
3x4
3x4 4x8 2x4 2x4
3x4
6-6-0
6-6-0
6-7-12
0-1-12
14-3-0
7-7-4
21-10-4
7-7-4
28-6-0
6-7-12
-1-6-0
1-6-0
6-7-12
6-7-12
14-3-0
7-7-4
21-10-4
7-7-4
28-6-0
6-7-12
0-
4
-
7
9-
1
0
-
7
0-
4
-
7
8.00 12
Plate Offsets (X,Y)-- [2:0-0-3,Edge], [3:0-4-0,0-3-4], [5:0-4-0,0-3-4], [6:0-0-3,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.69
0.38
0.74
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.08
-0.13
0.02
0.03
(loc)
6-7
6-7
6
6-7
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 135 lb FT = 0%
GRIP
220/195
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 4-8, 5-8
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 10=2075/0-3-8 (min. 0-2-3), 6=962/Mechanical
Max Horz10=164(LC 11)
Max Uplift10=-282(LC 12), 6=-27(LC 12)
Max Grav10=2075(LC 1), 6=977(LC 22)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-11=-335/667, 3-11=-322/921, 3-12=-663/43, 4-12=-450/63, 4-13=-470/71, 5-13=-687/53,
5-14=-1237/69, 6-14=-1416/51
BOT CHORD 2-10=-615/359, 9-10=-588/315, 8-9=-588/315, 7-8=0/1058, 6-7=0/1060
WEBS 5-8=-756/138, 5-7=0/278, 3-8=-184/1155, 3-10=-1921/405
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; B=45ft; L=29ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 14-3-0, Exterior(2) 14-3-0 to 17-3-0,
Interior(1) 17-3-0 to 28-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) All plates are MT20 plates unless otherwise indicated.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) 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 joint(s) 6 except (jt=lb)
10=282.
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
Job
B1755-18
Truss
D1G
Truss Type
Common Structural Gable
Qty
1
Ply
1
Stonebridge 3-4-4(RP 10/2)
Job Reference (optional)
Run: 8.220 s May 29 2018 Print: 8.220 s May 29 2018 MiTek Industries, Inc. Tue Oct 2 10:19:34 2018 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:B?ctdlCjAMK0He1hSoFPPUyXTle-XC1JSS5bDZndQ2zGsBwVJLz0614c6_kMc7VYJnyXTNd
Scale = 1:26.0
T1 T1
B1
W1
ST2
ST1
ST2
ST1
1
2
3
4
56
15
16 17
18
4x4
3x4 3x4
5-6-0
5-6-0
11-0-0
5-6-0
-1-6-0
1-6-0
5-6-0
5-6-0
11-0-0
5-6-0
12-6-0
1-6-0
0-
4
-
7
4-
0
-
7
0-
4
-
7
8.00 12
Plate Offsets (X,Y)-- [3:0-2-0,0-2-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.28
0.15
0.09
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.02
-0.03
0.01
-0.01
(loc)
2-6
2-6
4
4-6
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 51 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=693/0-5-8 (min. 0-1-8), 4=693/0-5-8 (min. 0-1-8)
Max Horz2=-74(LC 10)
Max Uplift2=-77(LC 12), 4=-77(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-15=-634/44, 15-16=-521/53, 3-16=-510/67, 3-17=-510/67, 17-18=-521/53, 4-18=-634/44
BOT CHORD 2-6=0/417, 4-6=0/417
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; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 5-6-0, Exterior(2) 5-6-0 to 8-6-0, Interior(1)
8-6-0 to 12-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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 2x4 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 nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4.
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.
LOAD CASE(S) Standard
Job
B1755-18
Truss
D2GD
Truss Type
Common Girder
Qty
1
Ply
2
Stonebridge 3-4-4(RP 10/2)
Job Reference (optional)
Run: 8.220 s May 29 2018 Print: 8.220 s May 29 2018 MiTek Industries, Inc. Tue Oct 2 10:19:35 2018 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:B?ctdlCjAMK0He1hSoFPPUyXTle-?Obhgn6D_tvU2CYSQvRksZWCORK0rLeVrnF5rEyXTNc
Scale = 1:24.8
T1 T1
B1
W3
W2 W1W2W1
1
2
3
4
5
8 7 6
9 10 11 12
4x4
4x4
4x4 6x8
3x4
3x6
3x4
3x6
3-0-15
3-0-15
5-6-0
2-5-1
7-11-1
2-5-1
11-0-0
3-0-15
3-0-15
3-0-15
5-6-0
2-5-1
7-11-1
2-5-1
11-0-0
3-0-15
0-
4
-
7
4-
0
-
7
0-
4
-
7
8.00 12
Plate Offsets (X,Y)-- [1:0-0-15,Edge], [2:0-1-12,0-1-8], [3:0-2-0,0-1-12], [4:0-1-12,0-1-8], [5:0-0-15,Edge], [6:0-4-4,0-1-8], [7:0-4-0,0-4-4], [8:0-4-4,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.24
0.53
0.49
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.05
-0.08
0.03
0.02
(loc)
6-7
6-7
5
7
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 117 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x6 DF 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except*
W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-4-15 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 1=4377/0-5-8 (min. 0-2-5), 5=5242/0-5-8 (min. 0-2-13)
Max Horz1=57(LC 24)
Max Uplift1=-268(LC 8), 5=-320(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-6453/404, 2-3=-4632/315, 3-4=-4634/315, 4-5=-6552/409
BOT CHORD 1-9=-301/5221, 8-9=-301/5221, 8-10=-301/5221, 7-10=-301/5221, 7-11=-306/5310,
6-11=-306/5310, 6-12=-306/5310, 5-12=-306/5310
WEBS 3-7=-306/4791, 4-7=-1926/144, 4-6=-117/2238, 2-7=-1810/138, 2-8=-111/2123
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 0-3-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=268,
5=320.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1712 lb down and 114 lb up at
2-0-12, 1707 lb down and 113 lb up at 4-0-12, 1707 lb down and 113 lb up at 6-0-12, and 1707 lb down and 113 lb up at 8-0-12, and
1710 lb down and 111 lb up at 10-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of
others.
LOAD CASE(S) Standard
Continued on page 2
Job
B1755-18
Truss
D2GD
Truss Type
Common Girder
Qty
1
Ply
2
Stonebridge 3-4-4(RP 10/2)
Job Reference (optional)
Run: 8.220 s May 29 2018 Print: 8.220 s May 29 2018 MiTek Industries, Inc. Tue Oct 2 10:19:36 2018 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401
ID:B?ctdlCjAMK0He1hSoFPPUyXTle-Ta93t77rlA1LgM7fzcyzOm3N7rgFantf4R_fNgyXTNb
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-86, 3-5=-86, 1-5=-16
Concentrated Loads (lb)
Vert: 6=-1707(B) 9=-1712(B) 10=-1707(B) 11=-1707(B) 12=-1710(B)
Job
B1755-18
Truss
E1G
Truss Type
Common Supported Gable
Qty
1
Ply
1
Stonebridge 3-4-4(RP 10/2)
Job Reference (optional)
Run: 8.220 s May 29 2018 Print: 8.220 s May 29 2018 MiTek Industries, Inc. Tue Oct 2 10:19:37 2018 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:B?ctdlCjAMK0He1hSoFPPUyXTle-xnjS5T8UWU9CHWirXKTCx_baSE8rJJJoJ5kCw6yXTNa
Scale = 1:71.3
T2 T2
B1
ST8
ST7
ST6
ST5
ST4
ST3
ST2
ST1
ST7
ST6
ST5
ST4
ST3
ST2
ST1
T1 T1
B3B2
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
33 32 31 30 29 28 27 26
25
24 23 22 21 20 19 18
4x4
3x4
5x6
5x6
5x6
3x4
3x4
34-0-0
34-0-0
17-0-0
17-0-0
34-0-0
17-0-0
0-
4
-
7
11
-
8
-
7
0-
4
-
7
8.00 12
Plate Offsets (X,Y)-- [7:0-3-0,0-3-0], [11:0-3-0,0-3-0], [27:0-3-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.08
0.06
0.16
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.01
(loc)
-
-
17
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 227 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 9-26, 8-27, 7-28, 10-24, 11-23
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 34-0-0.
(lb) - Max Horz1=-186(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 1, 27, 28, 29, 30, 31, 32, 33, 24, 23, 22, 21, 20, 19, 18
Max Grav All reactions 250 lb or less at joint(s) 1, 26, 27, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20, 19, 17 except
33=314(LC 21), 18=314(LC 22)
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=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=34ft; eave=2ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) 0-0-0 to 3-4-13, Exterior(2) 3-4-13 to 17-0-0, Corner(3) 17-0-0 to 20-4-13,
Exterior(2) 20-4-13 to 34-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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 2x4 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 27, 28, 29, 30, 31,
32, 33, 24, 23, 22, 21, 20, 19, 18.
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
Job
B1755-18
Truss
E2
Truss Type
Common
Qty
1
Ply
1
Stonebridge 3-4-4(RP 10/2)
Job Reference (optional)
Run: 8.220 s May 29 2018 Print: 8.220 s May 29 2018 MiTek Industries, Inc. Tue Oct 2 10:19:38 2018 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:B?ctdlCjAMK0He1hSoFPPUyXTle-PzHqIp96HoH3vgH151_RTB8gVeN_2gUxXlTlSZyXTNZ
Scale = 1:70.8
T2 T2
B1
W4 W3
W2
W1
W3
W2
W1
T1 T1
B1B2
1
2
3
4
5
6
7
12 11 10 9 8
13
14 15
16
17 18
5x6
4x6
5x6
4x4
3x4 3x8 3x4
2x4
3x4
2x4
4x4
3x4
8-8-7
8-8-7
17-0-0
8-3-9
25-3-9
8-3-9
34-0-0
8-8-7
5-11-4
5-11-4
11-5-10
5-6-6
17-0-0
5-6-6
22-6-6
5-6-6
28-0-12
5-6-6
34-0-0
5-11-4
0-
4
-
7
11
-
8
-
7
0-
4
-
7
8.00 12
Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [5:0-3-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.44
0.51
0.55
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.20
-0.29
0.09
0.06
(loc)
8-10
8-10
7
7-8
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 175 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 5-10, 3-10
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=1728/Mechanical, 7=1728/Mechanical
Max Horz1=186(LC 11)
Max Uplift1=-98(LC 12), 7=-98(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-13=-2721/225, 2-13=-2556/239, 2-3=-2427/261, 3-14=-1707/233, 4-14=-1466/249,
4-15=-1466/249, 5-15=-1707/233, 5-6=-2427/261, 6-16=-2556/239, 7-16=-2721/225
BOT CHORD 1-12=-132/2148, 12-17=-46/1728, 11-17=-46/1728, 10-11=-46/1728, 9-10=-46/1728,
9-18=-46/1728, 8-18=-46/1728, 7-8=-132/2148
WEBS 4-10=-156/1249, 5-10=-724/143, 5-8=-39/564, 6-8=-417/130, 3-10=-724/143, 3-12=-39/563,
2-12=-417/130
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; B=45ft; L=34ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 3-5-9, Interior(1) 3-5-9 to 17-0-0, Exterior(2) 17-0-0 to 20-4-13,
Interior(1) 20-4-13 to 33-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 8.0psf.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7.
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
B1755-18
Truss
E3
Truss Type
Roof Special
Qty
4
Ply
1
Stonebridge 3-4-4(RP 10/2)
Job Reference (optional)
Run: 8.220 s May 29 2018 Print: 8.220 s May 29 2018 MiTek Industries, Inc. Tue Oct 2 10:19:39 2018 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:B?ctdlCjAMK0He1hSoFPPUyXTle-t9rCW99k25PwXqrEflVg0PhmL2f8n3p5mPDJ_?yXTNY
Scale = 1:78.1
T2
T3
T4
W11
B1
B3
B4W1
W2
W5
W6 W7
W8 W9
W10
W4
W3
T1
B2
1
2
3
4
5
6
7
8 9
16 15 14
13
12 11
10
18
19 20
17
3x4
4x6
4x4
4x4
3x4 3x4
2x4
2x4
5x8
2x4
3x4
8x10
3x4
3x4 4x6
4x6
3x4
11-5-10
11-5-10
19-11-8
8-5-14
25-0-8
5-1-0
30-1-8
5-1-0
34-0-0
3-10-8
5-11-4
5-11-4
11-5-10
5-6-6
17-0-0
5-6-6
19-11-8
2-11-8
25-0-8
5-1-0
30-1-8
5-1-0
34-0-0
3-10-8
0-
4
-
7
2-
1
1
-
7
11
-
8
-
7
2-
1
1
-
7
1-
1
1
-
7
1-
0
-
0
8.00 12
Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [7:0-1-12,0-1-8], [8:0-2-0,0-2-4], [9:0-2-8,0-1-12], [10:0-2-4,0-1-4], [11:0-2-0,0-2-0], [13:0-2-8,0-3-4], [16:0-4-0,0-2-4], [17:0-1-0,0-1-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.76
0.64
0.80
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.34
-0.66
0.16
0.08
(loc)
1-16
1-16
17
1-16
l/defl
>999
>611
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 204 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
B3: 2x4 DF Stud/Std
WEBS 2x4 DF Stud/Std *Except*
W10: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins, except
end verticals, and 2-0-0 oc purlins (3-6-10 max.): 8-9.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except:
1 Row at midpt 6-13
WEBS 1 Row at midpt 4-13
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=1723/Mechanical, 17=1723/Mechanical
Max Horz1=219(LC 11)
Max Uplift1=-97(LC 12), 17=-98(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-18=-2656/227, 2-18=-2519/252, 2-3=-2235/206, 3-4=-2092/230, 4-19=-1627/207,
5-19=-1495/230, 5-6=-2023/305, 6-20=-1922/249, 7-20=-2147/238, 7-8=-2856/248,
8-9=-3326/264, 10-17=-1723/140, 9-10=-1645/147
BOT CHORD 1-16=-239/2127, 6-13=-324/101, 12-13=-197/2295, 11-12=-316/3457
WEBS 2-16=-474/133, 4-16=0/381, 5-13=-218/1570, 7-13=-864/122, 7-12=0/505, 8-12=-1222/133,
8-11=-1489/167, 9-11=-288/3511, 13-16=-137/1566, 4-13=-688/114
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; B=45ft; L=34ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 3-5-9, Interior(1) 3-5-9 to 17-0-0, Exterior(2) 17-0-0 to 20-4-13,
Interior(1) 20-4-13 to 33-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide metal plate or equivalent at bearing(s) 17 to support reaction shown.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 17.
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
Job
B1755-18
Truss
E4
Truss Type
Common
Qty
2
Ply
1
Stonebridge 3-4-4(RP 10/2)
Job Reference (optional)
Run: 8.220 s May 29 2018 Print: 8.220 s May 29 2018 MiTek Industries, Inc. Tue Oct 2 10:19:40 2018 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:B?ctdlCjAMK0He1hSoFPPUyXTle-LLOajVAMpPXn8zQQCS1vZcD01S2UWa8E?3ysWRyXTNX
Scale = 1:71.9
T2 T2
B1
W4 W3
W2
W1
W3
W2
W1
T1
T3
B1B21
2
3
4
5
6
7
8
13 12 11 10 9
14
15 16
17
18 19
5x6
4x6
5x6
4x4
3x4 3x8 3x4
2x4
3x4
2x4
4x4
3x4
8-8-7
8-8-7
17-0-0
8-3-9
25-3-9
8-3-9
34-0-0
8-8-7
-1-6-0
1-6-0
5-11-4
5-11-4
11-5-10
5-6-6
17-0-0
5-6-6
22-6-6
5-6-6
28-0-12
5-6-6
34-0-0
5-11-4
0-
4
-
7
11
-
8
-
7
0-
4
-
7
8.00 12
Plate Offsets (X,Y)-- [4:0-3-0,0-3-0], [6:0-3-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.44
0.51
0.54
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.20
-0.30
0.09
0.05
(loc)
11-13
11-13
8
8-9
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 178 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 6-11, 4-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=1879/0-5-8 (min. 0-2-0), 8=1715/Mechanical
Max Horz2=198(LC 11)
Max Uplift2=-145(LC 12), 8=-95(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-14=-2638/189, 3-14=-2509/214, 3-4=-2351/237, 4-15=-1686/223, 5-15=-1445/243,
5-16=-1445/247, 6-16=-1685/231, 6-7=-2404/258, 7-17=-2533/237, 8-17=-2698/222
BOT CHORD 2-13=-116/2053, 13-18=-42/1690, 12-18=-42/1690, 11-12=-42/1690, 10-11=-41/1710,
10-19=-41/1710, 9-19=-41/1710, 8-9=-130/2129
WEBS 5-11=-154/1227, 6-11=-724/143, 6-9=-39/563, 7-9=-417/130, 4-11=-695/139, 4-13=-22/504,
3-13=-364/114
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; B=45ft; L=34ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-7-0 to 1-9-13, Interior(1) 1-9-13 to 17-0-0, Exterior(2) 17-0-0 to 20-4-13,
Interior(1) 20-4-13 to 33-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 8.0psf.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 2=145.
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
B1755-18
Truss
E5
Truss Type
Common
Qty
4
Ply
1
Stonebridge 3-4-4(RP 10/2)
Job Reference (optional)
Run: 8.220 s May 29 2018 Print: 8.220 s May 29 2018 MiTek Industries, Inc. Tue Oct 2 10:19:41 2018 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:B?ctdlCjAMK0He1hSoFPPUyXTle-qYyywrB_ajfem7?cmAY85qmCFsO5F1XODjiQ3tyXTNW
Scale = 1:72.9
T2 T2
B1
W4 W3
W2
W1
W3
W2
W1
T1 T1
B1B21
2
3
4
5
6
7
8
9
14 13 12 11 10
15
16 17
18
19 20
5x6
4x6
5x6
4x4
3x4 3x8 3x4
2x4
3x4
2x4
3x4
4x4
8-8-7
8-8-7
17-0-0
8-3-9
25-3-9
8-3-9
34-0-0
8-8-7
-1-6-0
1-6-0
5-11-4
5-11-4
11-5-10
5-6-6
17-0-0
5-6-6
22-6-6
5-6-6
28-0-12
5-6-6
34-0-0
5-11-4
35-6-0
1-6-0
0-
4
-
7
11
-
8
-
7
0-
4
-
7
8.00 12
Plate Offsets (X,Y)-- [4:0-3-0,0-3-0], [6:0-3-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.35
0.48
0.53
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.20
-0.29
0.09
-0.05
(loc)
12-14
12-14
8
8-10
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 180 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 6-12, 4-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=1866/0-5-8 (min. 0-2-0), 8=1866/0-5-8 (min. 0-2-0)
Max Horz2=-203(LC 10)
Max Uplift2=-143(LC 12), 8=-143(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-15=-2615/185, 3-15=-2487/209, 3-4=-2329/232, 4-16=-1664/217, 5-16=-1425/240,
5-17=-1425/240, 6-17=-1664/217, 6-7=-2329/232, 7-18=-2487/209, 8-18=-2615/185
BOT CHORD 2-14=-80/2035, 14-19=-10/1672, 13-19=-10/1672, 12-13=-10/1672, 11-12=-17/1672,
11-20=-17/1672, 10-20=-17/1672, 8-10=-91/2035
WEBS 5-12=-148/1205, 6-12=-695/139, 6-10=-22/504, 7-10=-365/114, 4-12=-695/139,
4-14=-22/504, 3-14=-365/114
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; B=45ft; L=34ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-7-0 to 1-9-13, Interior(1) 1-9-13 to 17-0-0, Exterior(2) 17-0-0 to 20-4-13,
Interior(1) 20-4-13 to 35-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 8.0psf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=143,
8=143.
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
B1755-18
Truss
E6
Truss Type
Roof Special
Qty
2
Ply
1
Stonebridge 3-4-4(RP 10/2)
Job Reference (optional)
Run: 8.220 s May 29 2018 Print: 8.220 s May 29 2018 MiTek Industries, Inc. Tue Oct 2 10:19:42 2018 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:B?ctdlCjAMK0He1hSoFPPUyXTle-IkWL8BCcL0oVOHaoKt3Ne1IIDFiy_O2XSNRzbKyXTNV
Scale = 1:71.9
T2
T3
B1
B2 B3
W1 W2
W3
W4 W5 W6
W7
W8 W9T1
T4
1
2
3
4
5
6
7
8
13 12
11
10
9
14
15 16
17
5x6
4x6
5x6
4x4
5x8
3x8
2x4
3x4
4x8
5x8
3x4
2x4
6-5-7
6-5-7
12-6-0
6-0-9
17-0-0
4-6-0
23-0-4
6-0-4
28-3-11
5-3-7
34-0-0
5-8-5
6-5-7
6-5-7
12-6-0
6-0-9
17-0-0
4-6-0
23-0-4
6-0-4
28-3-11
5-3-7
34-0-0
5-8-5
35-6-0
1-6-0
0-
4
-
7
11
-
8
-
7
0-
4
-
7
3-
6
-
1
8.00 12
4.00 12
Plate Offsets (X,Y)-- [2:0-3-0,0-3-0], [3:0-1-12,0-1-8], [5:0-2-8,0-3-0], [6:0-1-12,0-1-8], [7:0-1-1,0-0-5], [10:0-4-0,0-3-0], [11:0-1-2,0-2-0], [12:0-3-0,0-2-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.65
0.64
0.90
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.37
-0.54
0.39
0.10
(loc)
9-10
9-10
7
10
l/defl
>999
>746
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 181 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W7: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-5-2 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-12, 3-11, 5-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=1706/0-5-8 (min. 0-1-13), 7=1870/0-5-8 (min. 0-1-14)
Max Horz1=-198(LC 10)
Max Uplift1=-95(LC 12), 7=-145(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-14=-2667/206, 2-14=-2500/223, 2-3=-2086/235, 3-15=-1874/223, 4-15=-1674/243,
4-16=-1772/228, 5-16=-1912/212, 5-6=-4050/244, 6-17=-4608/289, 7-17=-4746/270
BOT CHORD 1-13=-92/2072, 12-13=-93/2070, 11-12=-6/1707, 10-11=-51/3413, 9-10=-175/3961,
7-9=-176/3960
WEBS 2-12=-580/116, 3-11=-388/132, 4-11=-150/1490, 5-11=-2470/153, 5-10=-24/2442,
6-10=-532/118
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; B=45ft; L=34ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-7-9, Interior(1) 3-7-9 to 17-0-0, Exterior(2) 17-0-0 to 20-4-13,
Interior(1) 20-4-13 to 35-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Bearing at joint(s) 7 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 capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 7=145.
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
B1755-18
Truss
E7
Truss Type
Roof Special
Qty
1
Ply
1
Stonebridge 3-4-4(RP 10/2)
Job Reference (optional)
Run: 8.220 s May 29 2018 Print: 8.220 s May 29 2018 MiTek Industries, Inc. Tue Oct 2 10:19:43 2018 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:B?ctdlCjAMK0He1hSoFPPUyXTle-mw4jLWCE6KwM?R9?uaacAFrU9f58jrxgh1BW7myXTNU
Scale = 1:72.9
T2
T3
B1
B2 B3
W1 W2
W3
W4
W5 W6
W7
W8 W9T1
T4
1
2
3
4
5
6
7
8
13 12
11
10
9
14
15 16
17
5x6
4x4
5x6
3x4
5x8
3x6
3x4
4x8
5x6
3x4
2x4
2x4
6-5-7
6-5-7
6-5-8
0-0-1
12-6-0
6-0-8
17-0-0
4-6-0
23-0-4
6-0-4
28-3-11
5-3-7
34-0-0
5-8-5
6-5-7
6-5-7
12-6-0
6-0-9
17-0-0
4-6-0
23-0-4
6-0-4
28-3-11
5-3-7
34-0-0
5-8-5
35-6-0
1-6-0
0-
4
-
7
11
-
8
-
7
0-
4
-
7
3-
6
-
1
8.00 12
4.00 12
Plate Offsets (X,Y)-- [1:0-2-0,0-1-8], [2:0-2-12,0-3-4], [3:0-1-12,0-1-8], [4:0-2-0,0-2-4], [5:0-3-0,0-3-0], [6:0-1-12,0-1-8], [7:0-0-13,Edge], [10:0-2-8,0-2-8], [11:0-1-14,0-2-0],
[12:0-2-8,0-2-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.64
0.45
0.92
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.21
-0.30
0.20
0.06
(loc)
9-10
9-10
7
9-10
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 181 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-5-1 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 3-12, 5-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=-442/6-5-8 (min. 0-2-6), 7=1372/0-5-8 (min. 0-1-8), 13=2671/0-3-8 (min. 0-2-14), 13=2671/0-3-8 (min. 0-2-14)
Max Horz1=-198(LC 10)
Max Uplift1=-566(LC 22), 7=-125(LC 12), 13=-109(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-14=-51/1249, 2-14=-36/1423, 2-3=-566/139, 3-15=-855/158, 4-15=-655/177,
4-16=-752/173, 5-16=-895/157, 5-6=-2389/137, 6-17=-3031/187, 7-17=-3167/163
BOT CHORD 1-13=-1036/108, 12-13=-999/105, 11-12=-25/380, 10-11=0/1974, 9-10=-87/2612,
7-9=-89/2610
WEBS 2-13=-2503/214, 2-12=-28/1660, 3-12=-1038/35, 3-11=0/583, 4-11=-84/365,
5-11=-1737/106, 5-10=0/1566, 6-10=-598/125
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; B=45ft; L=34ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-4-13, Interior(1) 3-4-13 to 17-0-0, Exterior(2) 17-0-0 to 20-4-13,
Interior(1) 20-4-13 to 35-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Bearing at joint(s) 7 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 capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=566,
7=125, 13=109.
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
B1755-18
Truss
F1
Truss Type
Roof Special
Qty
2
Ply
1
Stonebridge 3-4-4(RP 10/2)
Job Reference (optional)
Run: 8.220 s May 29 2018 Print: 8.220 s May 29 2018 MiTek Industries, Inc. Tue Oct 2 10:19:44 2018 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:B?ctdlCjAMK0He1hSoFPPUyXTle-E7e5ZsDtte2DdbkBRI5sjSOhv3P7SJDqwhw4fCyXTNT
Scale = 1:70.4
T1
T2
B1
B2 B3
W2
W3
W4 W5 W6
W7
W8 W9
W1
T3
1
2
3
4
5
6
7
12 11
10
9
8
13
14 15
16
4x6
4x4
5x6
3x4 5x8
3x6
3x4
4x8
5x6
3x4
2x4
0-2-15
0-2-15
6-8-15
6-6-0
11-2-15
4-6-0
17-3-3
6-0-4
22-6-10
5-3-7
28-2-15
5-8-5
6-8-15
6-8-15
11-2-15
4-6-0
17-3-3
6-0-4
22-6-10
5-3-7
28-2-15
5-8-5
29-8-15
1-6-0
4-
2
-
8
11
-
8
-
7
0-
4
-
7
3-
6
-
1
8.00 12
4.00 12
Plate Offsets (X,Y)-- [1:Edge,0-1-0], [2:0-1-12,0-1-8], [3:0-2-0,0-2-4], [4:0-2-4,0-3-0], [5:0-1-12,0-1-8], [6:0-0-13,Edge], [9:0-2-8,0-2-12], [10:0-1-2,0-2-4], [11:0-3-0,0-2-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.51
0.53
0.86
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.25
-0.37
0.28
0.07
(loc)
8-9
8-9
6
8-9
l/defl
>999
>892
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 164 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 2-11, 2-10, 4-10
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 12=1416/0-5-8 (min. 0-1-8), 6=1582/0-5-8 (min. 0-1-9)
Max Horz12=-238(LC 10)
Max Uplift12=-80(LC 12), 6=-128(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-13=-1220/137, 2-13=-1065/153, 2-14=-1294/168, 3-14=-1094/187, 3-15=-1180/185,
4-15=-1323/171, 4-5=-3090/147, 5-16=-3695/189, 6-16=-3832/165, 1-12=-1353/151
BOT CHORD 10-11=0/935, 9-10=0/2584, 8-9=-89/3181, 6-8=-91/3178
WEBS 1-11=-55/937, 2-11=-703/59, 2-10=-57/307, 3-10=-105/862, 4-10=-2051/107, 4-9=0/1936,
5-9=-562/125
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; B=45ft; L=28ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-2-15, Exterior(2) 11-2-15 to 14-2-15,
Interior(1) 14-2-15 to 29-9-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Bearing at joint(s) 6 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 capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb)
6=128.
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
B1755-18
Truss
F2
Truss Type
Roof Special
Qty
2
Ply
1
Stonebridge 3-4-4(RP 10/2)
Job Reference (optional)
Run: 8.220 s May 29 2018 Print: 8.220 s May 29 2018 MiTek Industries, Inc. Tue Oct 2 10:19:45 2018 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:B?ctdlCjAMK0He1hSoFPPUyXTle-iJCTmCEVdxA3FlJN??c5GgwsfTlMBmTz8LgdCfyXTNS
Scale = 1:70.4
T1
T2
B1
B2 B3
W3
W4 W5 W6
W7
W8 W9
W1
W2
T3
1
2
3
4
5
6
7
12 11
10
9
8
13
14 15
16
4x6
4x4
5x6
3x4 5x8
3x6
3x4
4x8
5x6
3x4
2x4
6-9-0
6-9-0
11-3-0
4-6-0
17-3-4
6-0-4
22-6-11
5-3-7
28-3-0
5-8-5
6-9-0
6-9-0
11-3-0
4-6-0
17-3-4
6-0-4
22-6-11
5-3-7
28-3-0
5-8-5
29-9-0
1-6-0
4-
2
-
7
11
-
8
-
7
0-
4
-
7
3-
6
-
1
8.00 12
4.00 12
Plate Offsets (X,Y)-- [1:Edge,0-1-0], [2:0-1-12,0-1-8], [3:0-2-0,0-2-4], [4:0-2-4,0-3-0], [5:0-1-12,0-1-8], [6:0-0-13,Edge], [9:0-2-8,0-2-12], [10:0-1-2,0-2-4], [11:0-3-0,0-2-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.51
0.53
0.86
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.25
-0.38
0.28
0.07
(loc)
8-9
8-9
6
8-9
l/defl
>999
>892
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 164 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 2-11, 2-10, 4-10
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 12=1417/Mechanical, 6=1582/0-5-8 (min. 0-1-9)
Max Horz12=-238(LC 10)
Max Uplift12=-80(LC 12), 6=-128(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-13=-1221/137, 2-13=-1066/153, 2-14=-1294/168, 3-14=-1095/188, 3-15=-1180/185,
4-15=-1324/171, 4-5=-3091/147, 5-16=-3696/189, 6-16=-3833/165, 1-12=-1353/151
BOT CHORD 10-11=0/935, 9-10=0/2584, 8-9=-89/3182, 6-8=-91/3179
WEBS 2-11=-702/59, 2-10=-58/306, 3-10=-105/862, 4-10=-2052/107, 4-9=0/1936, 5-9=-562/125,
1-11=-55/937
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; B=45ft; L=28ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-3-0, Exterior(2) 11-3-0 to 14-3-0,
Interior(1) 14-3-0 to 29-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Bearing at joint(s) 6 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 at joint(s) 12 except (jt=lb)
6=128.
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
Job
B1755-18
Truss
F3
Truss Type
Roof Special
Qty
1
Ply
1
Stonebridge 3-4-4(RP 10/2)
Job Reference (optional)
Run: 8.220 s May 29 2018 Print: 8.220 s May 29 2018 MiTek Industries, Inc. Tue Oct 2 10:19:46 2018 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:B?ctdlCjAMK0He1hSoFPPUyXTle-AVmr_YF7OFIwsuuaZj7KotT?Ht3OwDX7N_PBk5yXTNR
Scale = 1:69.6
T1
T2
B1
B2 B3
W3
W4 W5 W6
W7
W8
W9
W1
W2
T3
1
2
3
4
5
6
11 10
9
8
7
12
13 14
15
4x6
4x4
5x6
3x4 5x8
3x6
3x4
4x8
5x6
3x4
2x4
6-9-0
6-9-0
11-3-0
4-6-0
17-3-4
6-0-4
22-6-11
5-3-7
28-3-0
5-8-5
6-9-0
6-9-0
11-3-0
4-6-0
17-3-4
6-0-4
22-6-11
5-3-7
28-3-0
5-8-5
4-
2
-
7
11
-
8
-
7
0-
4
-
7
3-
6
-
1
8.00 12
4.00 12
Plate Offsets (X,Y)-- [1:Edge,0-1-0], [2:0-1-12,0-1-8], [3:0-2-0,0-2-4], [4:0-2-4,0-3-0], [5:0-1-12,0-1-8], [6:0-0-13,Edge], [8:0-2-8,0-2-12], [9:0-1-2,0-2-4], [10:0-3-0,0-2-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.58
0.60
0.87
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.26
-0.38
0.28
0.08
(loc)
7-8
7-8
6
8
l/defl
>999
>887
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 161 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-8-6 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 2-10, 2-9, 4-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 11=1422/Mechanical, 6=1422/0-5-8 (min. 0-1-8)
Max Horz11=-227(LC 10)
Max Uplift11=-82(LC 12), 6=-79(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-12=-1225/141, 2-12=-1071/157, 2-13=-1301/180, 3-13=-1102/199, 3-14=-1187/197,
4-14=-1331/183, 4-5=-3117/205, 5-15=-3761/274, 6-15=-3911/259, 1-11=-1358/152
BOT CHORD 9-10=0/940, 8-9=-23/2602, 7-8=-174/3252, 6-7=-177/3259
WEBS 2-10=-707/66, 2-9=-57/310, 3-9=-117/869, 4-9=-2071/137, 4-8=-15/1964, 5-8=-613/144,
1-10=-56/941
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; B=45ft; L=28ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-3-0, Exterior(2) 11-3-0 to 14-3-0,
Interior(1) 14-3-0 to 28-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Bearing at joint(s) 6 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 at joint(s) 11, 6.
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
Job
B1755-18
Truss
F4
Truss Type
Roof Special
Qty
5
Ply
1
Stonebridge 3-4-4(RP 10/2)
Job Reference (optional)
Run: 8.220 s May 29 2018 Print: 8.220 s May 29 2018 MiTek Industries, Inc. Tue Oct 2 10:19:47 2018 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:B?ctdlCjAMK0He1hSoFPPUyXTle-eiKEBuGl9ZQnU2Tm7QfZL50BtGSQff9Gce9kGXyXTNQ
Scale = 1:69.6
T1
T2
B1
B2 B3
W3
W4
W5
W6 W7
W8
W9
W10
W1
W2
T3
1
2
3
4
5
6
7
13 12 11
10
9
8
14
15 16
17
5x6
4x6
3x4
3x6 5x6
3x4
3x4
4x8
4x8
3x4
5x6
3x4
2x4
5-5-12
5-5-12
6-9-0
1-3-4
11-3-0
4-6-0
17-3-4
6-0-4
22-6-11
5-3-7
28-3-0
5-8-5
6-9-0
6-9-0
11-3-0
4-6-0
17-3-4
6-0-4
22-6-11
5-3-7
28-3-0
5-8-5
4-
2
-
7
11
-
8
-
7
0-
4
-
7
3-
6
-
1
8.00 12
4.00 12
Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-2-10,0-2-0], [4:0-1-12,0-1-8], [6:0-1-12,0-1-8], [7:0-1-9,0-0-9], [9:0-2-8,0-2-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.53
0.43
0.91
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.12
-0.18
0.13
0.04
(loc)
8-9
8-9
7
7-8
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 171 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-11-13 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 2-12, 3-10, 4-10
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 13=-966/Mechanical, 7=869/Mechanical, 12=2956/0-5-8 (min. 0-3-2)
Max Horz13=-228(LC 10)
Max Uplift13=-1116(LC 22), 7=-54(LC 12), 12=-135(LC 12)
Max Grav13=27(LC 12), 7=869(LC 1), 12=2956(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-14=-14/1027, 2-14=-0/1192, 4-5=-1040/84, 5-6=-1267/62, 6-17=-2043/160,
7-17=-2191/146, 1-13=-29/1140
BOT CHORD 11-12=-624/132, 10-11=-658/145, 9-10=0/1016, 8-9=-76/1788, 7-8=-80/1799
WEBS 2-12=-2091/162, 2-10=0/1081, 3-10=-389/0, 4-10=-1278/87, 4-9=0/1002, 6-9=-738/153,
1-12=-1158/137
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; B=45ft; L=28ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-3-0, Exterior(2) 11-3-0 to 14-3-0,
Interior(1) 14-3-0 to 28-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb)
13=1116, 12=135.
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) 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
B1755-18
Truss
F5G
Truss Type
Common Supported Gable
Qty
1
Ply
1
Stonebridge 3-4-4(RP 10/2)
Job Reference (optional)
Run: 8.220 s May 29 2018 Print: 8.220 s May 29 2018 MiTek Industries, Inc. Tue Oct 2 10:19:48 2018 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:B?ctdlCjAMK0He1hSoFPPUyXTle-6utcOEGNwsYe6C1yg8AotIYI7gp0OFeQqIuHp_yXTNP
Scale = 1:70.3
W1
T1
T2
B1
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
ST1
ST6
ST7
ST8 T3
B2
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
29 28 27 26 25 24
23
22 21 20 19 18 17 16
30
3x4
3x4
4x4
3x4
3x4
3x4
27-3-0
27-3-0
10-3-0
10-3-0
27-3-0
17-0-0
4-
1
0
-
7
11
-
8
-
7
0-
4
-
7
8.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.82
0.34
0.38
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.01
(loc)
-
-
15
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 200 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 6-24, 5-25, 4-26, 7-22, 8-21
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 23-0-0.
(lb) - Max Horz27=-234(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 24, 25, 22, 21, 20, 19, 18, 17, 16, 15 except 26=-108(LC 1),
27=-255(LC 12)
Max Grav All reactions 250 lb or less at joint(s) 26, 22, 21, 20, 19, 18, 17, 15 except 24=261(LC 18), 25=289(LC
21), 27=734(LC 1), 16=315(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-27=-390/221
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; B=45ft; L=27ft; eave=2ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 10-3-0, Corner(3) 10-3-0 to 13-3-0,
Exterior(2) 13-3-0 to 27-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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 2x4 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 nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 25, 22, 21, 20, 19,
18, 17, 16, 15 except (jt=lb) 26=108, 27=255.
9) Non Standard bearing condition. Review required.
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
Job
B1755-18
Truss
G1G
Truss Type
Common Supported Gable
Qty
1
Ply
1
Stonebridge 3-4-4(RP 10/2)
Job Reference (optional)
Run: 8.220 s May 29 2018 Print: 8.220 s May 29 2018 MiTek Industries, Inc. Tue Oct 2 10:19:49 2018 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:B?ctdlCjAMK0He1hSoFPPUyXTle-b4R_caH?hAgVjMc9Erh1QW5dD4E_7ntZ3yerLQyXTNO
Scale = 1:31.2
T1 T1
B1
ST3
ST2
ST1
ST2
ST1
1
2
3
4
5
6
7
8
9
14 13 12 11 10
4x4
3x4 3x4
14-0-0
14-0-0
-1-6-0
1-6-0
7-0-0
7-0-0
14-0-0
7-0-0
15-6-0
1-6-0
0-
4
-
7
5-
0
-
7
0-
4
-
7
8.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.15
0.04
0.06
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.01
-0.01
0.00
(loc)
9
9
8
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 67 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 14-0-0.
(lb) - Max Horz2=89(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 14, 11, 10
Max Grav All reactions 250 lb or less at joint(s) 12, 13, 14, 11, 10 except 2=325(LC 1), 8=325(LC 1)
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=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-7-0 to 1-5-0, Exterior(2) 1-5-0 to 7-0-0, Corner(3) 7-0-0 to 10-0-0,
Exterior(2) 10-0-0 to 15-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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 2x4 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 13, 14, 11, 10.
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
Job
B1755-18
Truss
G2GD
Truss Type
Common Girder
Qty
1
Ply
2
Stonebridge 3-4-4(RP 10/2)
Job Reference (optional)
Run: 8.220 s May 29 2018 Print: 8.220 s May 29 2018 MiTek Industries, Inc. Tue Oct 2 10:19:50 2018 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:B?ctdlCjAMK0He1hSoFPPUyXTle-3H?MpwIdSUoMLWBLoZCGzjekYUPzs4aiIcNOtsyXTNN
Scale = 1:30.5
T1 T1
B1
W3
W2 W1W2W1
1
2
3
4
5
8 7 6
9 10 11 12
3x8
4x6
3x8 7x8
3x4
3x8
3x4
3x8
3-9-15
3-9-15
7-0-0
3-2-1
10-2-1
3-2-1
14-0-0
3-9-15
3-9-15
3-9-15
7-0-0
3-2-1
10-2-1
3-2-1
14-0-0
3-9-15
0-
4
-
7
5-
0
-
7
0-
4
-
7
8.00 12
Plate Offsets (X,Y)-- [1:0-2-0,0-1-8], [2:0-1-0,0-1-8], [3:0-3-0,0-1-4], [4:0-1-0,0-1-8], [5:0-2-0,0-1-8], [6:0-4-12,0-1-8], [7:0-4-0,0-4-8], [8:0-4-12,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.37
0.76
0.67
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.09
-0.13
0.04
0.03
(loc)
6-7
6-7
5
6-7
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 149 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x6 DF 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except*
W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-6-15 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 1=5784/0-5-8 (min. 0-3-1), 5=5838/0-5-8 (min. 0-3-2)
Max Horz1=-72(LC 6)
Max Uplift1=-356(LC 8), 5=-358(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-8491/534, 2-3=-5813/398, 3-4=-5813/398, 4-5=-8500/534
BOT CHORD 1-9=-403/6913, 8-9=-403/6913, 8-10=-403/6913, 7-10=-403/6913, 7-11=-403/6920,
6-11=-403/6920, 6-12=-403/6920, 5-12=-403/6920
WEBS 3-7=-387/6052, 4-7=-2722/201, 4-6=-162/3041, 2-7=-2713/202, 2-8=-162/3031
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 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=356,
5=358.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1712 lb down and 114 lb up at
2-0-12, 1707 lb down and 114 lb up at 4-0-12, 1707 lb down and 114 lb up at 6-0-12, 1707 lb down and 114 lb up at 8-0-12, and 1707
lb down and 114 lb up at 10-0-12, and 1699 lb down and 111 lb up at 12-0-12 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
Continued on page 2
Job
B1755-18
Truss
G2GD
Truss Type
Common Girder
Qty
1
Ply
2
Stonebridge 3-4-4(RP 10/2)
Job Reference (optional)
Run: 8.220 s May 29 2018 Print: 8.220 s May 29 2018 MiTek Industries, Inc. Tue Oct 2 10:19:50 2018 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401
ID:B?ctdlCjAMK0He1hSoFPPUyXTle-3H?MpwIdSUoMLWBLoZCGzjekYUPzs4aiIcNOtsyXTNN
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-86, 3-5=-86, 1-5=-16
Concentrated Loads (lb)
Vert: 6=-1707(F) 8=-1707(F) 9=-1712(F) 10=-1707(F) 11=-1707(F) 12=-1699(F)
Job
B1755-18
Truss
H1G
Truss Type
Common Supported Gable
Qty
1
Ply
1
Stonebridge 3-4-4(RP 10/2)
Job Reference (optional)
Run: 8.220 s May 29 2018 Print: 8.220 s May 29 2018 MiTek Industries, Inc. Tue Oct 2 10:19:51 2018 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:B?ctdlCjAMK0He1hSoFPPUyXTle-XTZk1GJGDnwDzgmXMGjVVxAyjtvybhcsXG7xPIyXTNM
Scale = 1:27.7
T1 T1
B1
ST3
ST2
ST1
ST2
ST1
1
2
3
4
5
6
7
8
9
14 13 12 11 10
4x4
3x4 3x4
12-0-0
12-0-0
-1-6-0
1-6-0
6-0-0
6-0-0
12-0-0
6-0-0
13-6-0
1-6-0
0-
4
-
7
4-
4
-
7
0-
4
-
7
8.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.15
0.07
0.05
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.01
-0.02
0.00
(loc)
9
9
8
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 56 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 12-0-0.
(lb) - Max Horz2=-79(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 14, 11, 10
Max Grav All reactions 250 lb or less at joint(s) 12, 13, 14, 11, 10 except 2=301(LC 1), 8=301(LC 1)
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=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-7-0 to 1-5-0, Exterior(2) 1-5-0 to 6-0-0, Corner(3) 6-0-0 to 9-0-0, Exterior(2)
9-0-0 to 13-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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 2x4 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 13, 14, 11, 10.
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
Job
B1755-18
Truss
H2GD
Truss Type
Common Girder
Qty
1
Ply
2
Stonebridge 3-4-4(RP 10/2)
Job Reference (optional)
Run: 8.220 s May 29 2018 Print: 8.220 s May 29 2018 MiTek Industries, Inc. Tue Oct 2 10:19:52 2018 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:B?ctdlCjAMK0He1hSoFPPUyXTle-?f76EbJu_524bpLjvzEk28j7lHAUK1O?lwsVylyXTNL
Scale = 1:26.7
T1 T1
B1
W2
W1
W2
W1
1
2
3
4
5
7 689 10
3x4
4x4
3x4 6x8
2x4
6x8
2x4
4-2-10
4-2-10
7-9-6
3-6-12
12-0-0
4-2-10
3-3-15
3-3-15
6-0-0
2-8-1
8-8-1
2-8-1
12-0-0
3-3-15
0-
4
-
7
4-
4
-
7
0-
4
-
7
8.00 12
Plate Offsets (X,Y)-- [3:0-2-0,0-1-12], [6:0-4-0,0-4-0], [7:0-4-0,0-4-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.14
0.37
0.46
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.04
-0.06
0.01
0.01
(loc)
6-7
6-7
5
6-7
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 124 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x6 DF 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 1=2708/0-5-8 (min. 0-1-8), 5=2736/0-5-8 (min. 0-1-8)
Max Horz1=-62(LC 23)
Max Uplift1=-188(LC 8), 5=-190(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-3827/279, 2-3=-3710/301, 3-4=-3708/301, 4-5=-3825/279
BOT CHORD 1-8=-198/3085, 7-8=-198/3085, 7-9=-113/2199, 6-9=-113/2199, 6-10=-198/3084, 5-10=-198/3084
WEBS 3-6=-157/2078, 3-7=-157/2081
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=188,
5=190.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 853 lb down and 70 lb up at 2-0-12,
853 lb down and 70 lb up at 4-0-12, 853 lb down and 70 lb up at 6-0-12, and 853 lb down and 70 lb up at 8-0-12, and 853 lb down and
70 lb up at 10-0-12 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: 1-3=-86, 3-5=-86, 1-5=-16
Continued on page 2
Job
B1755-18
Truss
H2GD
Truss Type
Common Girder
Qty
1
Ply
2
Stonebridge 3-4-4(RP 10/2)
Job Reference (optional)
Run: 8.220 s May 29 2018 Print: 8.220 s May 29 2018 MiTek Industries, Inc. Tue Oct 2 10:19:52 2018 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401
ID:B?ctdlCjAMK0He1hSoFPPUyXTle-?f76EbJu_524bpLjvzEk28j7lHAUK1O?lwsVylyXTNL
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 6=-853(F) 7=-853(F) 8=-853(F) 9=-853(F) 10=-853(F)