HomeMy WebLinkAboutTRUSS SPECS - 17-00486 - 665 Canyon Springs Dr - New SFRJob
B1272-17
Truss
A1G
Truss Type
Common Structural Gable
Qty
1
Ply
1
Stonebridge 4-2-37(ID)8/2RP
Job Reference (optional)
Run: 8.210 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 10:33:33 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill
ID:K8TK5KTYr1odsjZJldKjUlyrvRb-iGV5gYDHaM85xf0PfBwpFSnNgcHGvTumHpm5_vyrv_W
Scale = 1:25.8
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
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
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.28
0.15
0.09
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.02
-0.04
0.01
-0.01
(loc)
4-6
4-6
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) V(IRC2012)=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
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 77 lb uplift at joint 2 and 77 lb uplift at joint 4.
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
B1272-17
Truss
B1GD
Truss Type
GABLE
Qty
1
Ply
2
Stonebridge 4-2-37(ID)8/2RP
Job Reference (optional)
Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 10:33:35 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill
ID:K8TK5KTYr1odsjZJldKjUlyrvRb-fecr4DEX5zOpAyAonczHLtsjvQrbNAw2k7FC2oyrv_U
Scale = 1:50.0
T1
T2
B1
W1 W2
W3
W4 W5
W6 W7
B2
ST5
ST6
ST3
ST4ST2
ST1
ST7
ST8
ST9
1
2
3
4
5
6
7
16 15 14 13 12 11 10
9 8
28 29 30
4x4
4x4 3x4
4x6
3x4
4x8
4x4
7x8
3x6
4x8
5-9-15
5-9-15
11-0-0
5-2-1
11-5-8
0-5-8
14-0-0
2-6-8
17-10-12
3-10-12
22-0-0
4-1-4
-1-6-0
1-6-0
5-9-15
5-9-15
11-0-0
5-2-1
14-0-0
3-0-0
17-10-12
3-10-12
22-0-0
4-1-4
0-
4
-
7
7-
8
-
7
0-
4
-
7
0-
0
-
4
8.00 12
Plate Offsets (X,Y)-- [3:0-1-12,0-1-8], [5:0-0-8,0-1-12], [6:0-2-0,0-1-8], [8:0-4-12,0-2-0], [9:0-3-8,0-4-12]
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
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.29
0.68
0.95
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.07
-0.12
0.02
0.02
(loc)
8-9
8-9
7
8-9
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 327 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
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-11-3 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS.All bearings 11-5-8 except (jt=length) 7=0-5-8.
(lb) - Max Horz2=127(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 13, 15 except 7=-235(LC 8), 2=-437(LC 18), 14=-1016(LC 18),
10=-607(LC 8), 11=-828(LC 18)
Max Grav All reactions 250 lb or less at joint(s) 11, 15, 16 except 7=4100(LC 1), 2=302(LC 13), 14=330(LC 13),
10=9387(LC 1), 10=9387(LC 1), 13=325(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-170/984, 3-4=-98/1855, 4-5=-83/1831, 5-6=-1320/102, 6-7=-5374/316
BOT CHORD 2-16=-784/114, 15-16=-784/114, 14-15=-784/114, 13-14=-784/114, 12-13=-784/114,
11-12=-784/114, 10-11=-784/114, 10-28=-58/1020, 9-28=-58/1020, 9-29=-223/4371,
8-29=-223/4371, 8-30=-223/4371, 7-30=-223/4371
WEBS 3-14=-298/886, 3-10=-930/119, 4-10=-2281/125, 5-10=-5047/343, 5-9=-337/5734,
6-9=-4079/290, 6-8=-229/4306
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) V(IRC2012)=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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
6) All plates are 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 15 except (jt=lb)
7=235, 2=437, 14=1016, 10=607, 11=828.
11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7.
Continued on page 2
Job
B1272-17
Truss
B1GD
Truss Type
GABLE
Qty
1
Ply
2
Stonebridge 4-2-37(ID)8/2RP
Job Reference (optional)
Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 10:33:35 2017 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill
ID:K8TK5KTYr1odsjZJldKjUlyrvRb-fecr4DEX5zOpAyAonczHLtsjvQrbNAw2k7FC2oyrv_U
NOTES-
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.
13) 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.
14) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1999 lb down and 130 lb up at 12-0-12, 2003 lb down and 130 lb up at
14-0-12, 1993 lb down and 128 lb up at 16-0-12, and 1993 lb down and 128 lb up at 18-0-12, and 1993 lb down and 128 lb up at 20-0-12 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: 1-4=-86, 4-7=-86, 2-7=-16
Concentrated Loads (lb)
Vert: 9=-2003 8=-1993(B) 28=-1999 29=-1993(B) 30=-1993(B)
Job
B1272-17
Truss
C1
Truss Type
Common
Qty
3
Ply
1
Stonebridge 4-2-37(ID)8/2RP
Job Reference (optional)
Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 10:33:36 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill
ID:K8TK5KTYr1odsjZJldKjUlyrvRb-7rADIZF9sHWgo6l_KJUWt4PuOqIz6qeCzn?lbEyrv_T
Scale = 1:25.6
T1 T1
B1
W1
1
2
3
4
56
7
8
9
10
4x4
3x4 3x4 2x4
5-5-8
5-5-8
10-9-0
5-3-8
10-11-0
0-2-0
-1-6-0
1-6-0
5-5-8
5-5-8
10-11-0
5-5-8
12-5-0
1-6-0
0-
4
-
7
4-
0
-
2
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
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.31
0.15
0.09
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.02
-0.04
0.01
-0.01
(loc)
4-6
4-6
4
4-6
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 43 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 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=694/0-5-8 (min. 0-1-8), 4=685/0-3-8 (min. 0-1-8)
Max Horz2=-73(LC 10)
Max Uplift2=-77(LC 12), 4=-74(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-7=-639/45, 7-8=-529/53, 3-8=-517/68, 3-9=-514/68, 9-10=-524/54, 4-10=-637/46
BOT CHORD 2-6=0/422, 4-6=0/422
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; 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 5-5-8, Exterior(2) 5-5-8 to 8-5-8
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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4.
6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B1272-17
Truss
C1G
Truss Type
Common Structural Gable
Qty
1
Ply
1
Stonebridge 4-2-37(ID)8/2RP
Job Reference (optional)
Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 10:33:36 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill
ID:K8TK5KTYr1odsjZJldKjUlyrvRb-7rADIZF9sHWgo6l_KJUWt4PuOqIz6qeCzn?lbEyrv_T
Scale = 1:25.6
T1 T1
B1
W1
ST2
ST1
ST2
ST1
1
2
3
4
56
15
16
17
18
4x4
3x4 3x4
5-5-8
5-5-8
10-9-0
5-3-8
10-11-0
0-2-0
-1-6-0
1-6-0
5-5-8
5-5-8
10-11-0
5-5-8
12-5-0
1-6-0
0-
4
-
7
4-
0
-
2
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
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.31
0.15
0.09
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.02
-0.04
0.01
-0.01
(loc)
4-6
4-6
4
4-6
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 50 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=694/0-5-8 (min. 0-1-8), 4=685/0-3-8 (min. 0-1-8)
Max Horz2=-73(LC 10)
Max Uplift2=-77(LC 12), 4=-74(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-15=-639/45, 15-16=-529/53, 3-16=-517/68, 3-17=-514/68, 17-18=-524/54, 4-18=-637/46
BOT CHORD 2-6=0/422, 4-6=0/422
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; 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 5-5-8, Exterior(2) 5-5-8 to 8-5-8
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 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B1272-17
Truss
D1G
Truss Type
Common Supported Gable
Qty
1
Ply
1
Stonebridge 4-2-37(ID)8/2RP
Job Reference (optional)
Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 10:33:37 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill
ID:K8TK5KTYr1odsjZJldKjUlyrvRb-b1kbVvGndbeXPGKAu1?lQIx5ZDfZrHWLBRkJ7hyrv_S
Scale = 1:45.1
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
22 21 20 19 18 17 16 15 14
4x4
3x4
5x6
3x4
20-0-0
20-0-0
-1-6-0
1-6-0
10-0-0
10-0-0
20-0-0
10-0-0
21-6-0
1-6-0
0-
4
-
7
7-
0
-
7
0-
4
-
7
8.00 12
Plate Offsets (X,Y)-- [21:0-3-0,0-3-0]
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
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.15
0.07
0.11
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.02
0.00
(loc)
13
13
12
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 108 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 20-0-0.
(lb) - Max Horz2=-121(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 2, 19, 20, 21, 22, 17, 16, 15, 14, 12
Max Grav All reactions 250 lb or less at joint(s) 18, 19, 20, 21, 22, 17, 16, 15, 14 except 2=302(LC 1), 12=302(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) V(IRC2012)=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 10-0-0, Corner(3) 10-0-0 to 13-0-0
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) 2, 19, 20, 21, 22, 17,
16, 15, 14, 12.
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
B1272-17
Truss
E1
Truss Type
Common Girder
Qty
1
Ply
2
Stonebridge 4-2-37(ID)8/2RP
Job Reference (optional)
Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 10:33:39 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill
ID:K8TK5KTYr1odsjZJldKjUlyrvRb-XQsMwbH29CuFfaUZ0S1DVj1GF1AaJ02eflDQBZyrv_Q
Scale = 1:71.4
T2 T2
B1
W5 W4
W3
W2 W1
W4W3
W2W1T1
T3
B1B2
1
2
3
4
5
6
7
8
15 14
13 12 11 10 9
16 17 18 19 20
21 22 23 24 25 26 27 28
5x6
4x6
5x6
5x8
6x8 7x8
4x4
7x8 3x8
3x4
3x4 3x6 4x8 M18SHS
4x8 M18SHS
5-11-4
5-11-4
11-2-10
5-3-6
16-6-0
5-3-6
21-9-6
5-3-6
27-0-12
5-3-6
33-0-0
5-11-4
-1-6-0
1-6-0
5-11-4
5-11-4
11-2-10
5-3-6
16-6-0
5-3-6
21-9-6
5-3-6
27-0-12
5-3-6
33-0-0
5-11-4
0-
4
-
7
11
-
4
-
7
0-
4
-
7
8.00 12
Plate Offsets (X,Y)-- [2:0-0-13,Edge], [3:0-3-0,0-3-0], [4:0-1-8,0-1-8], [6:0-0-8,0-1-12], [7:0-2-8,0-3-0], [8:0-2-15,0-1-13], [9:0-4-12,0-1-8], [10:0-3-8,0-4-12], [12:0-4-0,0-4-0],
[15:0-3-12,0-1-8]
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
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.85
0.80
0.81
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.33
-0.51
0.13
0.10
(loc)
10-12
10-12
8
10-12
l/defl
>999
>777
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 421 lb FT = 0%
GRIP
220/195
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
T3: 2x4 DF 2400F 2.0E
BOT CHORD 2x6 DF 2400F 2.0E *Except*
B2: 2x6 DF 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except*
W5,W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 6-12
REACTIONS.(lb/size) 2=6957/0-3-8 (min. 0-3-7), 8=9275/0-3-8 (req. 0-4-10)
Max Horz2=192(LC 7)
Max Uplift2=-765(LC 8), 8=-701(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-10989/1142, 3-4=-9203/969, 4-5=-7565/802, 5-6=-7564/802, 6-7=-10999/971,
7-8=-14452/1137
BOT CHORD 2-16=-890/8988, 16-17=-890/8988, 15-17=-890/8988, 15-18=-886/8962, 18-19=-886/8962,
14-19=-886/8962, 14-20=-666/7546, 13-20=-666/7546, 13-21=-666/7546, 12-21=-666/7546,
12-22=-668/9038, 11-22=-668/9038, 11-23=-668/9038, 23-24=-668/9038, 10-24=-668/9038,
10-25=-883/11839, 25-26=-883/11839, 9-26=-883/11839, 9-27=-886/11898,
27-28=-886/11898, 8-28=-886/11898
WEBS 5-12=-796/7751, 6-12=-4920/374, 6-10=-330/5489, 7-10=-3521/271, 7-9=-179/3617,
4-12=-2342/859, 4-14=-1088/2385, 3-14=-1782/608, 3-15=-789/1632
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=33ft; 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) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf 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.
8) WARNING: Required bearing size at joint(s) 8 greater than input bearing size.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=765,
8=701.
Continued on page 2
Job
B1272-17
Truss
E1
Truss Type
Common Girder
Qty
1
Ply
2
Stonebridge 4-2-37(ID)8/2RP
Job Reference (optional)
Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 10:33:39 2017 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill
ID:K8TK5KTYr1odsjZJldKjUlyrvRb-XQsMwbH29CuFfaUZ0S1DVj1GF1AaJ02eflDQBZyrv_Q
NOTES-
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.
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 516 lb down and 297 lb up at 2-0-12, 516 lb down and 297 lb up at 4-0-12
, 516 lb down and 297 lb up at 6-0-12, 516 lb down and 297 lb up at 8-0-12, 516 lb down and 297 lb up at 10-0-12, 516 lb down and 297 lb up at 12-0-12, 516 lb down and
297 lb up at 14-0-12, 516 lb down and 297 lb up at 16-0-12, 516 lb down and 297 lb up at 18-0-12, 1027 lb down and 72 lb up at 19-11-4, 1179 lb down and 82 lb up at
20-11-4, 1179 lb down and 82 lb up at 22-11-4, 1179 lb down and 82 lb up at 24-11-4, 1179 lb down and 82 lb up at 26-11-4, and 1179 lb down and 82 lb up at 28-11-4, and
1179 lb down and 82 lb up at 30-11-4 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: 1-5=-86, 5-8=-86, 2-8=-16
Concentrated Loads (lb)
Vert: 13=-516(B) 9=-1179(B) 15=-516(B) 16=-516(B) 17=-516(B) 18=-516(B) 19=-516(B) 20=-516(B) 21=-516(B) 22=-516(B) 23=-1027(B) 24=-1179(B) 25=-1179(B)
26=-1179(B) 27=-1179(B) 28=-1179(B)
Job
B1272-17
Truss
E1G
Truss Type
Common Structural Gable
Qty
1
Ply
1
Stonebridge 4-2-37(ID)8/2RP
Job Reference (optional)
Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 10:33:40 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill
ID:K8TK5KTYr1odsjZJldKjUlyrvRb-?cQk8xIgwW06Gj3lZ9YS2wZS1Rbc2RMnuPzzk0yrv_P
Scale = 1:73.2
T2 T2
B1
W3
W2
W1
W2
W1
ST3ST2
ST1
ST3
ST4
ST2
ST5
ST1
ST6 ST7
ST8
ST9
T1 T1
B21
2
3
4
5
6
7
8
9
19 18 17 15 14 13 12 11 10
36
37 38
39
40 41
16 42 43
3x4
5x6
3x4
4x4
3x4
3x8
3x4 3x4
4x6
8-5-7
8-5-7
16-6-0
8-0-9
20-0-0
3-6-0
24-6-9
4-6-9
33-0-0
8-5-7
-1-6-0
1-6-0
8-5-7
8-5-7
16-6-0
8-0-9
24-6-9
8-0-9
33-0-0
8-5-7
34-6-0
1-6-0
0-
4
-
7
11
-
4
-
7
0-
4
-
7
8.00 12
Plate Offsets (X,Y)-- [3:0-1-12,0-1-8], [5:0-3-8,0-3-0], [7:0-1-12,0-1-8], [8:0-0-0,0-0-4]
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
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.78
0.49
0.94
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.14
-0.30
0.03
-0.07
(loc)
2-19
2-19
16
2-19
l/defl
>999
>788
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 225 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 3-11-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
10-0-0 oc bracing: 2-19,17-19.
WEBS 1 Row at midpt 3-17
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 13-3-8 except (jt=length) 2=0-3-8, 16=0-3-8.
(lb) - Max Horz2=-197(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 11, 10, 8, 16 except 2=-119(LC 12), 13=-135(LC 12), 15=-113(LC 1)
Max Grav All reactions 250 lb or less at joint(s) 15, 14, 12, 11, 16 except 2=1341(LC 1), 13=1620(LC 1), 10=278(LC
1), 8=365(LC 22)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-36=-1667/110, 3-36=-1481/146, 3-4=-871/138, 4-37=-672/153, 5-37=-644/172,
5-38=-643/176, 6-38=-672/158, 6-7=-870/143, 7-39=-51/297
BOT CHORD 2-40=-6/1296, 19-40=-6/1296, 19-41=-6/1296, 18-41=-6/1296, 17-18=-6/1296
WEBS 7-17=0/798, 7-13=-1597/188, 3-17=-893/144, 3-19=0/356
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=33ft; eave=4ft;
Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-7-0 to 1-8-10, Interior(1) 1-8-10 to 16-6-0, Exterior(2) 16-6-0 to
19-9-10 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, with BCDL = 8.0psf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 10, 8, 16 except
(jt=lb) 2=119, 13=135, 15=113.
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
B1272-17
Truss
F1
Truss Type
Common
Qty
6
Ply
1
Stonebridge 4-2-37(ID)8/2RP
Job Reference (optional)
Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 10:33:41 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill
ID:K8TK5KTYr1odsjZJldKjUlyrvRb-To_6LHJIhp8zutdx7t4ha86jRryAn2qx63iWGSyrv_O
Scale: 1/4"=1'
T1
T2
B1
W2
W1
W2
W1 T3
B2
1
2
3
4
5
6
7
10 9 8
11
12 13
14
15
3x4
4x6
3x4
3x4 3x4
2x4
3x4
2x4
3x4
8-0-10
8-0-10
15-8-6
7-7-12
23-9-0
8-0-10
6-1-11
6-1-11
11-10-8
5-8-13
17-7-5
5-8-13
23-9-0
6-1-11
25-3-0
1-6-0
0-
4
-
7
8-
3
-
7
0-
4
-
7
8.00 12
Plate Offsets (X,Y)-- [3:0-3-0,0-1-12]
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
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.42
0.41
0.28
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.15
-0.24
0.05
0.04
(loc)
8-10
1-10
6
1-10
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 109 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 4-5-4 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) 1=1195/Mechanical, 6=1355/0-3-8 (min. 0-1-8)
Max Horz1=-136(LC 10)
Max Uplift1=-66(LC 12), 6=-115(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-11=-1778/150, 2-11=-1633/165, 2-12=-1551/187, 3-12=-1407/211, 3-13=-1382/198,
4-13=-1391/184, 4-5=-1524/174, 5-14=-1619/152, 6-14=-1753/126
BOT CHORD 1-10=-50/1365, 9-10=0/905, 9-15=0/905, 8-15=0/905, 6-8=-46/1332
WEBS 3-8=-59/604, 5-8=-446/132, 3-10=-67/649, 2-10=-472/135
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 3-0-12, Interior(1) 3-0-12 to 11-10-8, Exterior(2) 11-10-8 to
14-10-8 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 except (jt=lb) 6=115.
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
B1272-17
Truss
F1G
Truss Type
Common Supported Gable
Qty
1
Ply
1
Stonebridge 4-2-37(ID)8/2RP
Job Reference (optional)
Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 10:33:43 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill
ID:K8TK5KTYr1odsjZJldKjUlyrvRb-QB5tmzKYDROg7BnKFH69fZB62eiwF_KEaNBdKKyrv_M
Scale = 1:52.5
T1
T2
B1
ST6
ST5
ST4
ST3
ST2ST1
ST5
ST4
ST3
ST2 ST1
T3B2
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
26 25 24 23 22 21 20 19 18 17 16
3x4
4x4
4x6
5x6
3x4
23-9-0
23-9-0
11-10-8
11-10-8
23-9-0
11-10-8
25-3-0
1-6-0
0-
4
-
7
8-
3
-
7
0-
4
-
7
8.00 12
Plate Offsets (X,Y)-- [12:0-0-0,0-1-12], [12:0-3-0,0-2-4], [13:0-2-2,0-0-0], [23:0-3-0,0-3-0]
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
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.15
0.07
0.16
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.02
0.00
(loc)
15
15
14
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 135 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 23-9-0.
(lb) - Max Horz1=-136(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 1, 22, 23, 24, 25, 26, 20, 19, 18, 17, 16, 14
Max Grav All reactions 250 lb or less at joint(s) 1, 21, 22, 23, 24, 25, 26, 20, 19, 18, 17, 16 except 14=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) V(IRC2012)=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) 0-0-0 to 3-0-0, Exterior(2) 3-0-0 to 11-10-8, Corner(3) 11-10-8 to
14-10-8 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, 22, 23, 24, 25, 26,
20, 19, 18, 17, 16, 14.
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
B1272-17
Truss
G1
Truss Type
Common Girder
Qty
1
Ply
2
Stonebridge 4-2-37(ID)8/2RP
Job Reference (optional)
Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 10:33:44 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill
ID:K8TK5KTYr1odsjZJldKjUlyrvRb-uNfFzILA_kWXlLMWo?dOCmkA72rg_GgNp1xBtnyrv_L
Scale = 1:31.5
T1 T1
B1
W3
W2 W1W2W1
1
2
3
4
5
8 7 6
9 10 11 12 13 14
4x8
4x6
4x8 8x10
3x6
3x8
3x6
3x8
4-0-15
4-0-15
7-6-0
3-5-1
10-11-1
3-5-1
15-0-0
4-0-15
4-0-15
4-0-15
7-6-0
3-5-1
10-11-1
3-5-1
15-0-0
4-0-15
0-
4
-
7
5-
4
-
7
0-
4
-
7
8.00 12
Plate Offsets (X,Y)-- [1:0-8-0,0-0-3], [2:0-2-4,0-1-8], [4:0-2-4,0-1-8], [5:0-8-0,0-0-3], [6:0-4-12,0-1-8], [7:0-5-0,0-4-12], [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
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.58
0.93
0.85
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.12
-0.20
0.07
0.04
(loc)
7-8
7-8
5
7-8
l/defl
>999
>857
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 160 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 3-9-1 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 1=7197/0-5-8 (min. 0-3-13), 5=8287/0-5-8 (min. 0-4-7)
Max Horz1=78(LC 24)
Max Uplift1=-438(LC 8), 5=-503(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-10673/662, 2-3=-7354/491, 3-4=-7373/491, 4-5=-10755/667
BOT CHORD 1-9=-506/8709, 8-9=-506/8709, 8-10=-506/8709, 7-10=-506/8709, 7-11=-510/8786,
11-12=-510/8786, 6-12=-510/8786, 6-13=-510/8786, 13-14=-510/8786, 5-14=-510/8786
WEBS 3-7=-486/7738, 4-7=-3457/247, 4-6=-208/3863, 2-7=-3358/241, 2-8=-203/3775
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, Except member 4-6 2x4 - 1 row at 0-5-0 oc, member 2-8 2x4 - 1 row at 0-5-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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=438,
5=503.
8) 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.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2003 lb down and 130 lb up at
2-0-12, 1999 lb down and 130 lb up at 4-0-12, 1999 lb down and 130 lb up at 6-0-12, 1999 lb down and 130 lb up at 8-0-12, 1999 lb
down and 130 lb up at 10-0-12, and 1999 lb down and 130 lb up at 12-0-12, and 2005 lb down and 128 lb up at 14-0-12 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
B1272-17
Truss
G1
Truss Type
Common Girder
Qty
1
Ply
2
Stonebridge 4-2-37(ID)8/2RP
Job Reference (optional)
Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 10:33:44 2017 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill
ID:K8TK5KTYr1odsjZJldKjUlyrvRb-uNfFzILA_kWXlLMWo?dOCmkA72rg_GgNp1xBtnyrv_L
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: 8=-1999(F) 9=-2003(F) 10=-1999(F) 11=-1999(F) 12=-1999(F) 13=-1999(F) 14=-2005(F)
Job
B1272-17
Truss
G1G
Truss Type
Common Supported Gable
Qty
1
Ply
1
Stonebridge 4-2-37(ID)8/2RP
Job Reference (optional)
Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 10:33:45 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill
ID:K8TK5KTYr1odsjZJldKjUlyrvRb-MZDdBeMpl2eONVxjMi8dl_HSYSOJjvDX1hgkPDyrv_K
Scale = 1:32.7
T1 T1
B1
ST4
ST3
ST2
ST1
ST3
ST2
ST1
1
2
3
4
5
6
7
8
9
10
11
18 17 16 15 14 13 12
4x4
3x4 3x4
15-0-0
15-0-0
-1-6-0
1-6-0
7-6-0
7-6-0
15-0-0
7-6-0
16-6-0
1-6-0
0-
4
-
7
5-
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
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.15
0.08
0.07
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.02
0.00
(loc)
11
11
10
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 74 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 15-0-0.
(lb) - Max Horz2=-95(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 16, 17, 18, 14, 13, 12
Max Grav All reactions 250 lb or less at joint(s) 15, 16, 17, 18, 14, 13, 12 except 2=297(LC 1), 10=297(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) V(IRC2012)=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 1-6-0, Exterior(2) 1-6-0 to 7-6-0, Corner(3) 7-6-0 to 10-6-0
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, 10, 16, 17, 18, 14,
13, 12.
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
B1272-17
Truss
H1
Truss Type
PIGGYBACK BASE
Qty
2
Ply
1
Stonebridge 4-2-37(ID)8/2RP
Job Reference (optional)
Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 10:33:46 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill
ID:K8TK5KTYr1odsjZJldKjUlyrvRb-qmn?O_NRWMmF_eWvwQfsHBpUDrbMSHxgGLQHxfyrv_J
Scale = 1:73.8
T2
T3
T4
B1
W1
W2
W3
W4
W3 W5
W6
W7
HW1
T1
T5
B3B2
1
2
3
4 5
6
7
8
9
15 14 13 12
11 10
16
17
18 19
20
21 22 23 24
3x6
9x10 M18SHS
5x6
3x6
5x6
4x6
3x4
2x4 3x4 3x8
3x4
3x4
2x4
3x6
4x6
8-3-10
8-3-10
16-5-5
8-1-12
23-0-11
6-7-6
31-2-6
8-1-12
39-9-0
8-6-10
8-3-10
8-3-10
16-5-5
8-1-12
23-0-11
6-7-6
28-5-13
5-5-2
33-11-0
5-5-2
39-9-0
5-10-0
0-
6
-
7
11
-
6
-
0
0-
4
-
7
11
-
6
-
0
8.00 12
Plate Offsets (X,Y)-- [1:0-0-15,0-0-10], [1:0-5-6,0-1-4], [2:0-1-12,0-1-8], [4:0-7-12,0-2-0], [5:0-3-12,0-2-0], [9:0-3-9,0-1-8]
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
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-SH
0.73
0.66
0.42
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.24
-0.41
0.15
0.08
(loc)
10-12
10-12
9
1-15
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 214 lb FT = 0%
GRIP
220/195
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
T2,T1: 2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-1-11 oc purlins, except
2-0-0 oc purlins (3-8-6 max.): 4-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 2-13, 4-12, 6-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=2019/0-2-8 (min. 0-2-2), 9=2019/Mechanical
Max Horz1=-187(LC 10)
Max Uplift1=-114(LC 12), 9=-114(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-16=-3119/281, 2-16=-2922/303, 2-3=-2323/284, 3-17=-2203/292, 4-17=-2104/318,
4-18=-1760/312, 18-19=-1760/312, 5-19=-1760/312, 5-6=-2242/331, 6-7=-2817/342,
7-8=-2953/318, 8-20=-2993/320, 9-20=-3241/306
BOT CHORD 1-21=-171/2492, 15-21=-171/2492, 15-22=-171/2492, 14-22=-171/2492, 13-14=-171/2492,
13-23=-36/1776, 12-23=-36/1776, 11-12=-121/2170, 11-24=-121/2170, 10-24=-121/2170,
9-10=-199/2578
WEBS 2-15=0/354, 2-13=-883/165, 4-13=-32/689, 4-12=-281/298, 5-12=-69/737, 6-12=-705/156,
6-10=-37/558, 8-10=-406/129
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=40ft; eave=5ft;
Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-4 to 4-0-15, Interior(1) 4-0-15 to 16-5-5, Exterior(2) 16-5-5 to
28-5-13, Interior(1) 28-5-13 to 39-8-4 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) 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, with BCDL = 8.0psf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=114,
9=114.
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.
11) 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
B1272-17
Truss
H1G
Truss Type
GABLE
Qty
1
Ply
1
Stonebridge 4-2-37(ID)8/2RP
Job Reference (optional)
Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 10:33:48 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill
ID:K8TK5KTYr1odsjZJldKjUlyrvRb-m8vlpgOh1z1zEygI1riKMcv?HfRswDqzjfvO0Yyrv_H
Scale = 1:74.6
T2
T3
T2
B1
ST9ST9ST8
ST7
ST6
ST5
ST4
ST3
ST2ST1
ST9 ST10
ST11
ST12
ST13
ST14
ST15
ST16
HW1
ST17
B3B2
1
2
3 4
5
6
7
8
9
10 11
12 13 14 15
16
17
18
19
20
21
22
23
24
25
44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26
3x6
3x6
3x6
3x6
3x6
5x6 5x6
3x6
39-9-0
39-9-0
16-5-5
16-5-5
23-0-11
6-7-6
39-9-0
16-8-5
0-
6
-
7
11
-
6
-
0
0-
4
-
7
11
-
6
-
0
8.00 12
Plate Offsets (X,Y)-- [1:0-2-13,0-0-4], [1:0-1-4,0-5-6], [1:0-0-10,0-0-15], [11:0-4-8,0-2-8], [15:0-4-8,0-2-8], [25:0-3-9,0-1-8], [33:0-3-0,0-3-0], [37:0-3-0,0-3-0]
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
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.06
0.02
0.20
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.01
(loc)
-
-
25
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 288 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
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 11-15.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 13-35, 12-36, 10-37, 9-38, 14-34, 16-33,
17-32
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 39-9-0.
(lb) - Max Horz1=-187(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 1, 35, 38, 39, 40, 41, 42, 43, 44, 32,
31, 30, 29, 28, 27, 26, 25
Max Grav All reactions 250 lb or less at joint(s) 1, 35, 36, 37, 38, 39, 40, 41, 42,
43, 44, 34, 33, 32, 31, 30, 29, 28, 27, 26, 25
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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=40ft; eave=2ft;
Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) 0-0-0 to 3-10-8, Exterior(2) 3-10-8 to 16-5-5, Corner(3) 16-5-5 to 27-0-6
, Exterior(2) 27-0-6 to 39-9-0 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) Provide adequate drainage to prevent water ponding.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf 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) 1, 35, 38, 39, 40, 41,
42, 43, 44, 32, 31, 30, 29, 28, 27, 26, 25.
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.
12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
B1272-17
Truss
H2
Truss Type
PIGGYBACK BASE
Qty
5
Ply
1
Stonebridge 4-2-37(ID)8/2RP
Job Reference (optional)
Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 10:33:49 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill
ID:K8TK5KTYr1odsjZJldKjUlyrvRb-ELT800PJoH9qs6FUbYDZvqRxw3YCfUl6yIexY_yrv_G
Scale = 1:84.3
T2
T3
T4
T6
W13
B1 B3 B4
W1
W2
W3
W4
W3 W5
W6 W7
W8
W9
W10
W11
W10 W12
HW1
T1 T5
B2
1
2
3
4 5
6
7
8
9 10 11
20 19 18 17 16
15 1413
12
21
22
23 24
25
26 27 28 29
3x6
9x10 M18SHS
5x6
3x6
5x6
2x4
5x6
4x6 5x6
12x12 MT20HS
12x12 MT20HS
3x4
2x4 3x4 3x8
8x10
2x4
4x6
8-3-10
8-3-10
16-5-5
8-1-12
23-0-11
6-7-6
29-0-0
5-11-5
30-6-0
1-6-0
36-10-8
6-4-8
37-9-8
0-11-0
39-9-0
1-11-8
8-3-10
8-3-10
16-5-5
8-1-12
23-0-11
6-7-6
29-0-0
5-11-5
30-6-0
1-6-0
36-10-8
6-4-8
37-9-8
0-11-0
39-9-0
1-11-8
0-
6
-
7
11
-
6
-
0
2-
3
-
7
1-
0
-
0
11
-
6
-
0
8.00 12
8.00 12
Plate Offsets (X,Y)-- [1:0-0-15,0-0-10], [1:0-5-6,0-1-4], [2:0-1-12,0-1-8], [4:0-7-12,0-2-0], [5:0-3-12,0-2-0], [6:0-4-6,0-1-8], [11:0-1-12,0-2-0], [13:0-3-0,0-3-4], [15:0-4-8,0-3-4]
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
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-SH
0.96
0.91
0.99
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.31
-0.56
0.37
0.10
(loc)
14-15
14-15
12
14-15
l/defl
>999
>844
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
M18SHS
Weight: 238 lb FT = 0%
GRIP
220/195
165/146
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
T2,T1: 2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W12: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (2-10-8 max.): 4-5, 9-11.
BOT CHORD Rigid ceiling directly applied or 9-7-4 oc bracing.
WEBS 1 Row at midpt 2-18, 4-17, 6-17, 6-16, 9-15
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 12=2015/Mechanical, 1=2015/0-2-8 (min. 0-2-2)
Max Horz1=212(LC 11)
Max Uplift12=-114(LC 12), 1=-114(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-21=-3111/269, 2-21=-2915/291, 2-3=-2316/271, 3-22=-2117/287, 4-22=-2097/306,
4-23=-1751/300, 23-24=-1751/300, 5-24=-1751/300, 5-25=-2097/311, 6-25=-2238/292,
6-7=-3402/401, 7-8=-3282/327, 8-9=-3438/312, 9-10=-4863/421, 10-11=-3418/310,
11-12=-1974/200
BOT CHORD 1-26=-235/2473, 20-26=-235/2473, 20-27=-235/2473, 19-27=-235/2473, 18-19=-235/2473,
18-28=-105/1758, 17-28=-105/1758, 17-29=-179/2191, 16-29=-179/2191, 15-16=-208/2524,
14-15=-485/5159, 13-14=-355/3671
WEBS 2-20=0/350, 2-18=-881/160, 4-18=-27/703, 4-17=-288/293, 5-17=-53/702, 6-17=-710/140,
6-16=-1219/132, 6-15=-241/2246, 7-15=-416/117, 9-15=-2409/246, 9-14=-2043/254,
10-14=-178/2243, 10-13=-1702/114, 11-13=-365/3855
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=40ft; eave=5ft;
Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-4 to 4-0-15, Interior(1) 4-0-15 to 16-5-5, Exterior(2) 16-5-5 to
27-0-6, Interior(1) 27-0-6 to 36-10-8 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) 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, with BCDL = 8.0psf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=114,
1=114.
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.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
Continued on page 2
Job
B1272-17
Truss
H2
Truss Type
PIGGYBACK BASE
Qty
5
Ply
1
Stonebridge 4-2-37(ID)8/2RP
Job Reference (optional)
Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 10:33:49 2017 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill
ID:K8TK5KTYr1odsjZJldKjUlyrvRb-ELT800PJoH9qs6FUbYDZvqRxw3YCfUl6yIexY_yrv_G
LOAD CASE(S) Standard
Job
B1272-17
Truss
H3
Truss Type
PIGGYBACK BASE
Qty
3
Ply
1
Stonebridge 4-2-37(ID)8/2RP
Job Reference (optional)
Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 10:33:50 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill
ID:K8TK5KTYr1odsjZJldKjUlyrvRb-iX0WEMQxZaHhTGpg9GkoS1_7KTwaOzbGByOV4Qyrv_F
Scale = 1:84.0
T2
T3
T4
B1
B3
B4
B5W1
W2
W3
W5
W4
W6
W7
W8
W9
W10 W11
HW1
T1
T5
B2 HW2
1
2
3
4 5 6
7
8
9
10
17 16 15
14
13 12
11
18
19
20 21
22
23
24 25
3x6
7x10 M18SHS
5x6
5x6
5x6
2x4
4x6
5x10 MT20HS
4x12
3x4
5x6 6x8
10x10
3x8
4x4
2x4
8-3-10
8-3-10
16-5-5
8-1-12
18-10-0
2-4-11
23-0-11
4-2-11
27-3-8
4-2-13
33-3-13
6-0-5
39-9-0
6-5-3
8-3-10
8-3-10
16-5-5
8-1-12
18-10-0
2-4-11
23-0-11
4-2-11
27-3-8
4-2-13
33-3-13
6-0-5
39-9-0
6-5-3
41-3-0
1-6-0
0-
6
-
7
11
-
6
-
0
0-
4
-
7
4-
0
-
0
11
-
6
-
0
8.00 12
4.00 12
Plate Offsets (X,Y)-- [1:0-0-15,0-0-10], [1:0-5-6,0-1-4], [2:0-1-12,0-1-8], [4:0-7-12,0-2-0], [6:0-4-4,0-2-4], [7:0-0-12,0-2-0], [8:0-3-0,0-3-4], [9:0-1-2,Edge], [12:0-4-12,0-3-4],
[14:0-6-4,0-6-12], [16:0-1-12,0-2-4], [17:0-3-0,0-3-0]
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
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-SH
0.92
0.77
0.89
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.50
-0.85
0.81
0.14
(loc)
12
11-12
9
12
l/defl
>943
>555
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
M18SHS
Weight: 233 lb FT = 0%
GRIP
220/195
165/146
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
T1,T5: 2x4 DF 2400F 2.0E
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*
W3: 2x4 DF 2400F 2.0E
W5,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, except
2-0-0 oc purlins (3-8-1 max.): 4-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 14-15.
WEBS 1 Row at midpt 2-16, 4-16, 5-13, 7-13
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=2009/Mechanical, 9=2172/0-5-8 (min. 0-2-2)
Max Horz1=-198(LC 10)
Max Uplift1=-112(LC 12), 9=-162(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-18=-3111/281, 2-18=-2746/303, 2-3=-2311/282, 3-19=-2191/286, 4-19=-2086/316,
4-20=-2912/319, 5-20=-2912/319, 5-21=-2693/314, 6-21=-2694/314, 6-7=-3320/344,
7-22=-4639/395, 8-22=-4858/381, 8-23=-5580/445, 9-23=-5729/425
BOT CHORD 1-24=-135/2412, 17-24=-135/2412, 17-25=-135/2412, 16-25=-135/2412, 5-14=-175/382,
13-14=-18/2945, 12-13=-141/3863, 11-12=-307/4804, 9-11=-305/4810
WEBS 2-17=0/358, 2-16=-907/169, 4-16=-2975/0, 14-16=0/3912, 4-14=-45/3841, 5-13=-671/42,
6-13=-108/1433, 7-13=-1740/192, 7-12=-63/1630, 8-12=-674/140
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=40ft; eave=5ft;
Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 4-0-7, Interior(1) 4-0-7 to 16-5-5, Exterior(2) 16-5-5 to 28-8-2
, Interior(1) 28-8-2 to 41-4-0 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) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf 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.
7) Refer to girder(s) for truss to truss connections.
8) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=112,
9=162.
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.
Continued on page 2
Job
B1272-17
Truss
H3
Truss Type
PIGGYBACK BASE
Qty
3
Ply
1
Stonebridge 4-2-37(ID)8/2RP
Job Reference (optional)
Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 10:33:51 2017 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill
ID:K8TK5KTYr1odsjZJldKjUlyrvRb-BjauRiQZKuPY5QOsjzF1_FXI4sGp7QrPQc72ctyrv_E
NOTES-
11) 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
B1272-17
Truss
H4
Truss Type
Piggyback Base
Qty
6
Ply
1
Stonebridge 4-2-37(ID)8/2RP
Job Reference (optional)
Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 10:33:51 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill
ID:K8TK5KTYr1odsjZJldKjUlyrvRb-BjauRiQZKuPY5QOsjzF1_FXOlsIO7O4PQc72ctyrv_E
Scale = 1:68.7
T1
T2
T3
B1
B3
W1
W2
W3
W2
W4 W5
W6
W7
T4
B2
1
2
3 4
5
6
7
8
12 11 10
9
13
14
15 16
17
18
194x4
4x8 M18SHS
5x10 M18SHS
5x6
5x6
3x8
5x8
2x4
3x4
3x4
2x4
10-8-5
10-8-5
17-3-11
6-7-6
21-6-8
4-2-13
27-6-13
6-0-5
34-0-0
6-5-3
5-6-10
5-6-10
10-8-5
5-1-12
17-3-11
6-7-6
21-6-8
4-2-13
27-6-13
6-0-5
34-0-0
6-5-3
35-6-0
1-6-0
0-
4
-
7
7-
6
-
0
11
-
6
-
0
0-
4
-
7
4-
0
-
0
7-
6
-
0
8.00 12
4.00 12
Plate Offsets (X,Y)-- [5:0-1-4,0-1-8], [6:0-3-0,0-3-4], [7:0-1-1,0-0-5], [10:0-2-12,0-3-0], [12:0-4-0,0-3-0]
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
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.56
0.67
1.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.34
-0.66
0.36
0.10
(loc)
9-10
1-12
7
9-10
l/defl
>999
>608
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 168 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 2-7-13 oc purlins, except
2-0-0 oc purlins (4-5-7 max.): 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-12
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=-160(LC 10)
Max Uplift1=-86(LC 12), 7=-154(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-13=-2601/251, 2-13=-2458/274, 2-14=-2238/232, 3-14=-2216/257, 3-15=-1771/247,
15-16=-1771/247, 4-16=-1771/247, 4-5=-2489/290, 5-17=-3580/321, 6-17=-3842/308,
6-18=-4613/380, 7-18=-4761/353
BOT CHORD 1-12=-41/2061, 12-19=0/2017, 11-19=0/2017, 10-11=-79/3023, 9-10=-250/3977,
7-9=-250/3980
WEBS 2-12=-377/123, 3-12=-18/648, 4-12=-545/40, 4-11=-79/1138, 5-11=-1493/157,
5-10=-40/1387, 6-10=-714/149
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; 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 10-8-5, Exterior(2) 10-8-5 to 22-1-6
, Interior(1) 22-1-6 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) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf 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.
7) 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.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 7=154.
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.
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
B1272-17
Truss
H5
Truss Type
PIGGYBACK BASE
Qty
9
Ply
1
Stonebridge 4-2-37(ID)8/2RP
Job Reference (optional)
Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 10:33:53 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill
ID:K8TK5KTYr1odsjZJldKjUlyrvRb-76iesNSqsVfGKjYFqOHV3gcmFg3JbOoitwc9hlyrv_C
Scale = 1:79.9
T2
T3
T4
B1
B3
B4
B5
W1
W2
W3 W4
W6
W5
W8
W9
W10 W11
W12
W13
W7
T1
T5
B2
1
2
3
4
5 6 7
8
9
10
11
18 17 16
15
14 13
12
19
20 21
22
23
24 25
3x6
5x8
5x8
5x6
3x6
5x6 2x4
2x4
5x6
3x6
2x4
3x4
3x12
12x12
3x4 3x4
3x4
2x4
8-6-10
8-6-10
16-8-5
8-1-12
17-3-0
0-6-11
19-1-0
1-10-0
23-3-11
4-2-11
27-6-8
4-2-13
33-6-13
6-0-5
40-0-0
6-5-3
5-10-0
5-10-0
11-3-3
5-5-2
16-8-5
5-5-2
19-1-0
2-4-11
23-3-11
4-2-11
27-6-8
4-2-13
33-6-13
6-0-5
40-0-0
6-5-3
41-6-0
1-6-0
0-
4
-
7
11
-
6
-
0
0-
4
-
7
4-
0
-
0
11
-
6
-
0
8.00 12
4.00 12
Plate Offsets (X,Y)-- [1:0-3-9,0-1-8], [5:0-6-4,0-2-4], [7:0-6-4,0-2-4], [8:0-1-12,0-1-8], [9:0-3-0,0-3-4], [10:0-0-13,Edge], [15:0-6-0,0-3-4], [18:0-3-0,0-3-0]
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
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-SH
0.43
0.32
0.60
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.14
-0.22
0.07
-0.03
(loc)
17-18
1-18
10
10-12
l/defl
>999
>927
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 246 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
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-9-3 oc purlins, except
2-0-0 oc purlins (10-0-0 max.): 5-7.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
10-0-0 oc bracing: 12-13,10-12.
WEBS 1 Row at midpt 4-17, 5-17, 7-15
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=243/Mechanical, 10=864/0-5-8 (min. 0-1-8), 17=3099/0-5-8 (min. 0-3-5)
Max Horz1=-198(LC 10)
Max Uplift1=-281(LC 22), 10=-132(LC 12), 17=-71(LC 12)
Max Grav1=532(LC 21), 10=914(LC 22), 17=3099(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-19=-611/651, 2-19=-362/687, 2-3=-321/695, 3-4=-104/739, 4-5=0/1199, 5-20=0/1024,
6-20=0/1026, 6-21=0/1021, 7-21=0/1020, 7-8=0/466, 8-22=-406/116, 9-22=-622/102,
9-23=-1538/180, 10-23=-1684/160
BOT CHORD 1-18=-538/407, 18-24=-679/80, 24-25=-679/80, 17-25=-679/80, 6-15=-365/76,
14-15=-320/187, 13-14=-41/373, 12-13=-79/1331, 10-12=-77/1343
WEBS 2-18=-435/130, 4-18=-39/592, 4-17=-739/160, 5-17=-533/91, 15-17=-2068/373,
5-15=-438/203, 7-15=-1369/83, 7-14=-55/677, 8-14=-842/133, 8-13=0/548, 9-13=-871/156,
9-12=0/253
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=40ft; eave=5ft;
Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 4-0-12, Interior(1) 4-0-12 to 16-8-5, Exterior(2) 16-8-5 to
28-11-9, Interior(1) 28-11-9 to 41-7-0 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) 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, with BCDL = 8.0psf.
6) Refer to girder(s) for truss to truss connections.
7) Bearing at joint(s) 10 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) 17 except (jt=lb)
1=281, 10=132.
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.
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
B1272-17
Truss
H5G
Truss Type
GABLE COMMON
Qty
1
Ply
1
Stonebridge 4-2-37(ID)8/2RP
Job Reference (optional)
Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 10:33:55 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill
ID:K8TK5KTYr1odsjZJldKjUlyrvRb-3VqPH3U4O7v_a1ieypKz95h3FUjK3FI?KE5Gleyrv_A
Scale = 1:80.8
T2
T3
T2
B1
W1
W2
W3
W4
W5
W4 W3
W2
W1
ST6
ST6
ST4
ST5
ST3
ST2
ST1
ST5
ST4
ST3
ST7
ST2
ST8
ST1
ST9
ST10
ST11
ST12
ST13
ST14
ST15
ST16T1
B1B2
1
2
3
4
5 6
7
8
9
10
11
27 26 25 24 23 22 21 20 19 18 17
16
15 14 13 12
54
55 56
57
58
59
3x6
5x6
5x10 M18SHS
3x6
3x6
3x6 3x4
3x4
3x8 3x4
3x4
3x4
5x6
3x6
8-6-10
8-6-10
16-8-5
8-1-12
23-3-11
6-7-6
31-5-6
8-1-12
40-0-0
8-6-10
5-10-0
5-10-0
11-3-3
5-5-2
16-8-5
5-5-2
23-3-11
6-7-6
28-8-13
5-5-2
34-2-0
5-5-2
40-0-0
5-10-0
41-6-0
1-6-0
0-
4
-
7
11
-
6
-
0
0-
4
-
7
11
-
6
-
0
8.00 12
Plate Offsets (X,Y)-- [1:0-3-9,0-1-8], [5:0-3-12,0-2-0], [6:0-7-12,0-2-0], [10:0-3-9,0-1-8], [19:0-3-0,0-3-0]
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
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-SH
0.59
0.42
0.80
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.17
-0.29
0.03
0.04
(loc)
25-27
25-27
10
1-27
l/defl
>999
>745
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 353 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 4-10-14 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 5-6.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
10-0-0 oc bracing: 1-27,25-27.
WEBS 1 Row at midpt 4-25, 5-25, 6-21, 7-21
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 22-9-0 except (jt=length) 1=Mechanical.
(lb) - Max Horz1=-199(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 1, 24, 12, 10 except 21=-130(LC 12),
16=-121(LC 12), 23=-166(LC 1)
Max Grav All reactions 250 lb or less at joint(s) 23, 22, 20, 18, 17, 15, 14, 13, 12
except 1=1043(LC 21), 21=1442(LC 1), 16=724(LC 22), 24=419(LC 1), 10=464(LC 22)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-54=-1520/134, 2-54=-1272/148, 2-3=-1232/146, 3-4=-995/170, 4-5=-489/162,
5-55=-300/173, 55-56=-300/173, 6-56=-300/173, 6-7=-146/277, 10-57=-383/37
BOT CHORD 1-27=-33/1210, 27-58=0/787, 26-58=0/787, 25-26=0/787, 24-25=-257/177, 24-59=-257/177,
23-59=-257/177, 22-23=-257/177, 21-22=-257/177
WEBS 2-27=-421/131, 4-27=-42/596, 4-25=-725/158, 5-25=-324/39, 6-25=-65/916,
6-21=-1314/104, 7-16=-403/52, 9-16=-406/123
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=40ft; eave=5ft;
Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 4-0-12, Interior(1) 4-0-12 to 16-8-5, Exterior(2) 16-8-5 to
28-8-13, Interior(1) 28-8-13 to 41-7-0 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) Provide adequate drainage to prevent water ponding.
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, with BCDL = 8.0psf.
10) Refer to girder(s) for truss to truss connections.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 24, 12, 10 except
(jt=lb) 21=130, 16=121, 23=166.
Continued on page 2
Job
B1272-17
Truss
H5G
Truss Type
GABLE COMMON
Qty
1
Ply
1
Stonebridge 4-2-37(ID)8/2RP
Job Reference (optional)
Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 10:33:55 2017 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill
ID:K8TK5KTYr1odsjZJldKjUlyrvRb-3VqPH3U4O7v_a1ieypKz95h3FUjK3FI?KE5Gleyrv_A
NOTES-
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.
13) 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
B1272-17
Truss
PB01
Truss Type
GABLE
Qty
2
Ply
1
Stonebridge 4-2-37(ID)8/2RP
Job Reference (optional)
Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 10:33:56 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill
ID:K8TK5KTYr1odsjZJldKjUlyrvRb-XhOnUPUi9Q1qBBHqVWrChIEMnt9UouX8ZurpI4yrv_9
Scale = 1:15.4
T1 T1
B1
ST1
2
3
4
6
1
5
4x4
2x4 2x4 2x4
6-7-6
6-7-6
3-3-11
3-3-11
6-7-6
3-3-11
-0
-
0
-
4
2-
2
-
3
2-
2
-
7
0-
1
-
0
0-
1
-
8
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
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.09
0.04
0.03
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
5
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 19 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 6-7-6.
(lb) - Max Horz1=31(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) 2, 4 except 1=-119(LC 17), 5=-119(LC 1)
Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=328(LC 1), 4=328(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) V(IRC2012)=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) 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) Gable requires continuous bottom chord bearing.
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 except (jt=lb)
1=119, 5=119.
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.
10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
LOAD CASE(S) Standard
Job
B1272-17
Truss
PB02
Truss Type
Piggyback
Qty
25
Ply
1
Stonebridge 4-2-37(ID)8/2RP
Job Reference (optional)
Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 10:33:57 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill
ID:K8TK5KTYr1odsjZJldKjUlyrvRb-?ty9ilVKwk9hpLs03EMREWmXOHVjXLhIoYaNqWyrv_8
Scale = 1:14.8
T1 T1
B1
ST1
1
2
3
4 5
6
4x4
2x4 2x4 2x4
6-7-6
6-7-6
3-3-11
3-3-11
6-7-6
3-3-11
0-
4
-
7
2-
0
-
1
5
0-
1
-
8
0-
4
-
7
0-
1
-
8
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
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.10
0.04
0.03
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
0.00
(loc)
5
5
4
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 19 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.(lb/size) 2=188/5-1-8 (min. 0-1-8), 4=188/5-1-8 (min. 0-1-8), 6=221/5-1-8 (min. 0-1-8)
Max Horz2=31(LC 11)
Max Uplift2=-31(LC 12), 4=-31(LC 12)
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) V(IRC2012)=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) 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) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4.
7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
LOAD CASE(S) Standard