HomeMy WebLinkAboutTRUSS SPECS - 17-00494 - 136 Charles Place - SFRJob
B1407-17
Truss
A1
Truss Type
Scissor
Qty
8
Ply
1 Job Reference (optional)
8.120 s Aug 15 2017 MiTek Industries, Inc. Mon Aug 28 12:52:54 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Shawn Grasmick ID:UrRHx?y2hNZpYnxD_GK04LyjIc0-USgrQNiZ8742BAUlWItBWDftwToRj6Qrme_eh2yjIVt
Scale = 1:74.5
T2 T2
B2 B2
W4
W3
W2
W1
W3
W2
W1
T1 T1
B1 B1
HW1 HW212
3
4
5
6
7
8 9
12
11
1013
14 15
16
5x8
5x6
5x8
5x10 MT20HS 5x10 MT20HS
5x8
2x4 2x4
5x8 5x8
9-8-7
9-8-7
19-0-0
9-3-9
28-3-9
9-3-9
38-0-0
9-8-7
-1-0-0
1-0-0
6-7-3
6-7-3
12-2-15
5-7-12
19-0-0
6-9-1
25-9-1
6-9-1
31-4-13
5-7-12
38-0-0
6-7-3
39-0-0
1-0-0
0-
4
-
7
13
-
0
-
7
13
-
8
-
3
0-
4
-
7
6-
2
-
3
8.00 12
4.00 12
Plate Offsets (X,Y)-- [2:0-3-5,Edge], [4:0-4-0,0-3-0], [6:0-4-0,0-3-0], [8:0-3-5,Edge], [10:0-5-0,0-3-0], [11:0-4-0,0-3-0], [12:0-5-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.77
0.85
0.86
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.53
-0.97
0.84
0.62
(loc)
11
10-11
8
11-12
l/defl
>847
>467
n/a
>730
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
Weight: 174 lb FT = 0%
GRIP
220/195
165/146
LUMBER-
TOP CHORD 2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W4: 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 2-2-0 oc purlins.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 5-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=1950/0-5-8 (min. 0-1-15), 8=1950/0-5-8 (min. 0-1-15)
Max Horz2=222(LC 11)
Max Uplift2=-435(LC 12), 8=-435(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-13=-5163/2882, 3-13=-5023/2902, 3-4=-4670/2879, 4-14=-3377/1756, 5-14=-3210/1774,
5-15=-3210/1765, 6-15=-3377/1747, 6-7=-4670/2875, 7-16=-5023/2897, 8-16=-5163/2876
BOT CHORD 2-12=-2351/4342, 11-12=-1707/3781, 10-11=-1719/3781, 8-10=-2359/4342
WEBS 5-11=-1830/3015, 6-11=-936/718, 6-10=-792/491, 7-10=-335/120, 4-11=-936/718,
4-12=-791/491, 3-12=-335/120
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft;
Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-1-0 to 2-8-10, Interior(1) 2-8-10 to 19-0-0, Exterior(2) 19-0-0 to
22-9-10 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct= 1
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non-concurrent with other live loads.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf 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) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=435,
8=435.
9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B1407-17
Truss
A1G
Truss Type
GABLE
Qty
1
Ply
1 Job Reference (optional)
8.120 s Aug 15 2017 MiTek Industries, Inc. Mon Aug 28 12:52:56 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Shawn Grasmick ID:UrRHx?y2hNZpYnxD_GK04LyjIc0-Qqocr3kpglKmRUe7djwfbekDQHUvB0w8ExTklwyjIVr
Scale = 1:74.5
T2 T2
B2 B2
W4
W3
W2
W1
W3W2
W1
T1 T1
B1 B1
HW1 HW2
ST11
ST12
ST9
ST10
ST7
ST8
ST5
ST6ST4
ST3
ST2
ST1
ST11
ST12
ST9
ST10
ST7
ST8
ST5
ST6
ST4
ST3
ST2
ST1
1 2
3
4
5
6
7
8 9
12
11
1053
54 55
56
5x8
5x6
5x8
5x10 MT20HS 5x10 MT20HS
5x8
5x8 5x8
9-8-7
9-8-7
19-0-0
9-3-9
28-3-9
9-3-9
38-0-0
9-8-7
-1-0-0
1-0-0
6-7-3
6-7-3
12-2-15
5-7-12
19-0-0
6-9-1
25-9-1
6-9-1
31-4-13
5-7-12
38-0-0
6-7-3
39-0-0
1-0-0
0-
4
-
7
13
-
0
-
7
13
-
8
-
3
0-
4
-
7
6-
2
-
3
8.00 12
4.00 12
Plate Offsets (X,Y)-- [2:0-3-5,Edge], [4:0-4-0,0-3-0], [6:0-4-0,0-3-0], [8:0-3-5,Edge], [10:0-5-0,0-3-0], [11:0-4-0,0-3-0], [12:0-5-0,0-3-0], [13:0-1-10,0-1-0], [16:0-1-10,0-1-0],
[19:0-1-10,0-1-0], [35:0-1-10,0-1-0], [38:0-1-10,0-1-0], [41:0-1-10,0-1-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.77
0.85
0.86
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.53
-0.97
0.84
0.62
(loc)
11
10-11
8
11-12
l/defl
>847
>467
n/a
>730
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
Weight: 241 lb FT = 0%
GRIP
220/195
165/146
LUMBER-
TOP CHORD 2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std, Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 5-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=1950/0-5-8 (min. 0-1-15), 8=1950/0-5-8 (min. 0-1-15)
Max Horz2=222(LC 11)
Max Uplift2=-435(LC 12), 8=-435(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-53=-5163/2882, 3-53=-5023/2902, 3-4=-4670/2879, 4-54=-3377/1756, 5-54=-3210/1774,
5-55=-3210/1765, 6-55=-3377/1747, 6-7=-4670/2875, 7-56=-5023/2897, 8-56=-5163/2876
BOT CHORD 2-12=-2351/4342, 11-12=-1707/3781, 10-11=-1719/3781, 8-10=-2359/4342
WEBS 5-11=-1830/3015, 6-11=-936/718, 6-10=-792/491, 7-10=-335/120, 4-11=-936/718,
4-12=-791/491, 3-12=-335/120
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft;
Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-1-0 to 2-8-10, Interior(1) 2-8-10 to 19-0-0, Exterior(2) 19-0-0 to
22-9-10 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct= 1
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are MT20 plates unless otherwise indicated.
6) All plates are 2x4 MT20 unless otherwise indicated.
7) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf 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.
10) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=435,
8=435.
12) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
Continued on page 2
Job
B1407-17
Truss
A1G
Truss Type
GABLE
Qty
1
Ply
1 Job Reference (optional)
8.120 s Aug 15 2017 MiTek Industries, Inc. Mon Aug 28 12:52:56 2017 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401, Shawn Grasmick ID:UrRHx?y2hNZpYnxD_GK04LyjIc0-Qqocr3kpglKmRUe7djwfbekDQHUvB0w8ExTklwyjIVr
LOAD CASE(S) Standard
Job
B1407-17
Truss
A2
Truss Type
Common
Qty
6
Ply
1 Job Reference (optional)
8.120 s Aug 15 2017 MiTek Industries, Inc. Mon Aug 28 12:52:57 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Shawn Grasmick ID:UrRHx?y2hNZpYnxD_GK04LyjIc0-u1M_3PlRR2Sd2eCKBRRu7rHRYgu7wYZISbCIHNyjIVq
Scale = 1:79.1
T2 T2
B1
W4
W3
W2
W1
W3
W2
W1
T1 T1
B1B212
3
4
5
6
7
8 9
14 13 12 11 10
15
16 17
18
19 20
5x6
5x6
5x6
3x6
3x6 3x8 3x4
2x4
3x4
2x4
3x6
3x6
9-8-7
9-8-7
19-0-0
9-3-9
28-3-9
9-3-9
38-0-0
9-8-7
-1-0-0
1-0-0
6-7-4
6-7-4
12-2-15
5-7-11
19-0-0
6-9-1
25-9-1
6-9-1
31-4-12
5-7-11
38-0-0
6-7-4
39-0-0
1-0-0
0-
4
-
7
13
-
0
-
7
13
-
8
-
3
0-
4
-
7
8.00 12
Plate Offsets (X,Y)-- [2:0-3-9,0-1-8], [4:0-3-0,0-3-4], [6:0-3-0,0-3-4], [8:0-3-9,0-1-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.62
0.59
0.58
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.29
-0.46
0.12
0.22
(loc)
10-12
10-12
8
8-10
l/defl
>999
>989
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 198 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 3-0-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 7-7-14 oc bracing.
WEBS 1 Row at midpt 5-12, 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=1950/0-5-8 (min. 0-2-1), 8=1950/0-5-8 (min. 0-2-1)
Max Horz2=-222(LC 10)
Max Uplift2=-435(LC 12), 8=-435(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-15=-2844/934, 3-15=-2707/952, 3-4=-2531/975, 4-16=-1819/717, 5-16=-1652/734,
5-17=-1652/734, 6-17=-1819/717, 6-7=-2531/975, 7-18=-2707/952, 8-18=-2844/934
BOT CHORD 2-14=-699/2219, 14-19=-537/1863, 13-19=-537/1863, 12-13=-537/1863, 11-12=-543/1863,
11-20=-543/1863, 10-20=-543/1863, 8-10=-703/2219
WEBS 5-12=-678/1302, 6-12=-760/341, 6-10=-306/490, 7-10=-373/125, 4-12=-760/341,
4-14=-306/490, 3-14=-373/125
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft;
Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-1-0 to 2-8-10, Interior(1) 2-8-10 to 19-0-0, Exterior(2) 19-0-0 to
22-9-10 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct= 1
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non-concurrent with other live loads.
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, with BCDL = 7.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=435,
8=435.
7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B1407-17
Truss
A2SG
Truss Type
GABLE
Qty
1
Ply
1 Job Reference (optional)
8.120 s Aug 15 2017 MiTek Industries, Inc. Mon Aug 28 12:52:58 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Shawn Grasmick ID:UrRHx?y2hNZpYnxD_GK04LyjIc0-MDwMGll4CMaUgonWl8y7g3qcH4EMf?pRhFyrqpyjIVp
Scale = 1:79.1
T2 T2
B1
W4 W3
W2
W1
W3
W2
W1
T1 T1
B1B2
ST2ST1 ST2 ST1
ST3
ST4
ST5
ST6
ST7
ST8
ST9
ST10
ST11 ST12
ST13
1 2
3
4
5
6
7
8 9
14 13 12 11 10
40
41 42
43
44 45
5x6
5x6
5x6
3x6
3x6 3x8 3x4 3x4 3x6
3x6
9-8-7
9-8-7
19-0-0
9-3-9
28-3-9
9-3-9
38-0-0
9-8-7
-1-0-0
1-0-0
6-7-4
6-7-4
12-2-15
5-7-11
19-0-0
6-9-1
25-9-1
6-9-1
31-4-12
5-7-11
38-0-0
6-7-4
39-0-0
1-0-0
0-
4
-
7
13
-
0
-
7
13
-
8
-
3
0-
4
-
7
8.00 12
Plate Offsets (X,Y)-- [2:0-3-9,0-1-8], [4:0-3-0,0-3-4], [6:0-3-0,0-3-4], [8:0-3-9,0-1-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.62
0.59
0.58
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.29
-0.46
0.12
0.22
(loc)
10-12
10-12
8
8-10
l/defl
>999
>989
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 284 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 3-0-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 7-7-14 oc bracing.
WEBS 1 Row at midpt 5-12, 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=1950/0-5-8 (min. 0-2-1), 8=1950/0-5-8 (min. 0-2-1)
Max Horz2=-222(LC 10)
Max Uplift2=-435(LC 12), 8=-435(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-40=-2844/934, 3-40=-2707/952, 3-4=-2531/975, 4-41=-1819/717, 5-41=-1652/734,
5-42=-1652/734, 6-42=-1819/717, 6-7=-2531/975, 7-43=-2707/952, 8-43=-2844/934
BOT CHORD 2-14=-699/2219, 14-44=-537/1863, 13-44=-537/1863, 12-13=-537/1863, 11-12=-543/1863,
11-45=-543/1863, 10-45=-543/1863, 8-10=-703/2219
WEBS 5-12=-678/1302, 6-12=-760/341, 6-10=-306/490, 7-10=-373/125, 4-12=-760/341,
4-14=-306/490, 3-14=-373/125
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft;
Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-1-0 to 2-8-10, Interior(1) 2-8-10 to 19-0-0, Exterior(2) 19-0-0 to
22-9-10 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct= 1
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non-concurrent with other live loads.
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, with BCDL = 7.0psf.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=435,
8=435.
10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B1407-17
Truss
B1
Truss Type
Common
Qty
9
Ply
1 Job Reference (optional)
8.120 s Aug 15 2017 MiTek Industries, Inc. Mon Aug 28 12:52:58 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Shawn Grasmick ID:UrRHx?y2hNZpYnxD_GK04LyjIc0-MDwMGll4CMaUgonWl8y7g3qeZ4HRfzGRhFyrqpyjIVp
Scale = 1:54.6
T2 T2
B1
W2
W1
W2
W1T1 T1
B21
2
3
4
5
6
7
10 9 8
11
12 13
14
15 16
4x4
3x4 3x4 3x4
5x8
3x4
5x8
3x4
8-9-10
8-9-10
17-2-6
8-4-12
26-0-0
8-9-10
-1-0-0
1-0-0
6-8-7
6-8-7
13-0-0
6-3-9
19-3-9
6-3-9
26-0-0
6-8-7
27-0-0
1-0-0
0-
4
-
7
9-
0
-
7
9-
8
-
3
0-
4
-
7
8.00 12
Plate Offsets (X,Y)-- [3:0-4-0,0-3-0], [4:0-2-0,0-1-12], [5:0-4-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.47
0.40
0.67
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.22
-0.29
0.05
0.17
(loc)
8-10
2-10
6
6-8
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 120 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 4-6-1 oc purlins.
BOT CHORD Rigid ceiling directly applied or 9-0-2 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=1362/0-5-8 (min. 0-1-8), 6=1362/0-5-8 (min. 0-1-8)
Max Horz2=148(LC 11)
Max Uplift2=-307(LC 12), 6=-307(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-11=-1838/674, 3-11=-1706/697, 3-12=-1599/722, 4-12=-1432/748, 4-13=-1432/748,
5-13=-1599/722, 5-14=-1706/697, 6-14=-1838/674
BOT CHORD 2-10=-492/1399, 10-15=-255/922, 9-15=-255/922, 9-16=-255/922, 8-16=-255/922,
6-8=-500/1399
WEBS 4-8=-404/620, 5-8=-473/159, 4-10=-404/620, 3-10=-473/159
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=26ft; eave=4ft;
Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-1-0 to 1-11-0, Interior(1) 1-11-0 to 13-0-0, Exterior(2) 13-0-0 to
16-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct= 1
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non-concurrent with other live loads.
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, with BCDL = 7.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=307,
6=307.
7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B1407-17
Truss
B1G
Truss Type
Common Supported Gable
Qty
1
Ply
1 Job Reference (optional)
8.120 s Aug 15 2017 MiTek Industries, Inc. Mon Aug 28 12:52:59 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Shawn Grasmick ID:UrRHx?y2hNZpYnxD_GK04LyjIc0-qPUkT4miygiLIyMiJrTMDGMukUiAOXMawvhPMFyjIVo
Scale = 1:55.0
T2 T2
B1
ST6
ST5
ST4
ST3
ST2
ST1
ST5
ST4
ST3
ST2
ST1T1 T1
B21
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16 17
29 28 27 26 25 24 23 22 21 20 19 18
4x6
4x4
4x6
3x4
3x4
3x4
26-0-0
26-0-0
-1-0-0
1-0-0
13-0-0
13-0-0
26-0-0
13-0-0
27-0-0
1-0-0
0-
4
-
7
9-
0
-
7
9-
8
-
3
0-
4
-
7
8.00 12
Plate Offsets (X,Y)-- [3:0-2-2,0-0-0], [4:0-3-0,0-2-4], [4:0-0-0,0-1-12], [14:0-3-0,0-2-4], [14:0-0-0,0-1-12], [15:0-2-2,0-0-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.13
0.05
0.17
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
0.00
(loc)
16
17
16
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 154 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 9-23
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 26-0-0.
(lb) - Max Horz2=148(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) 2, 24, 26, 27, 28, 29, 22, 21, 20, 19, 18, 16
Max Grav All reactions 250 lb or less at joint(s) 2, 23, 24, 26, 27, 28, 22, 21, 20, 19, 16 except 29=272(LC 1),
18=272(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=26ft; eave=2ft;
Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) -1-1-0 to 1-11-0, Exterior(2) 1-11-0 to 13-0-0, Corner(3) 13-0-0 to
16-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct= 1
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf 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.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 24, 26, 27, 28, 29,
22, 21, 20, 19, 18, 16.
11) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard