HomeMy WebLinkAboutTRUSS DESIGN - 21-00682 - 1197 Torrey Ln - New SFR712
=3x8
=2x4
=8x10
=5x6
=MT20HS 5x10
=3x8
=2x4
=4x4
=MT20HS 7x10
=3x4
=3x4 =5x6
=8x10 =2x4
=3x8
1 11
2
17 22 16 1523 14 2413 25 26 12
10
93
5 6 7 2019 2118 84
T1
T2 T3
T1
B1 B3B2
W1
W2 W3 W4 W5 W4 W3 W2
W1
2-0-0
34-4-0
2-0-0
-2-0-0
3-5-12
8-0-0
3-5-12
27-9-12
4-6-4
4-6-4
4-6-4
32-4-0
5-4-3
18-10-1
5-5-15
13-5-15
5-5-15
24-4-0
0-2-0
0-2-0
5-4-3
18-10-1
5-7-11
13-5-15
5-7-11
24-5-12
7-8-4
7-10-4
7-10-4
32-4-06-2-10-4-5
0-1-12
4-10-94-10-90-1-125-0-5Scale = 1:67.3
Plate Offsets (X, Y):[4:0-2-12,0-2-0], [6:0-2-0,Edge], [8:0-2-12,0-2-0], [12:0-5-0,0-4-12], [17:0-5-0,0-4-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL)-0.37 13-15 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.75 Vert(CT)-0.47 13-15 >816 240 MT20HS 165/146
TCDL 7.0 Rep Stress Incr NO WB 0.85 Horz(CT)0.13 10 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.15 13-15 >999 240
BCDL 7.0 Weight: 366 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x6 DF 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-7-10 oc purlins, except
2-0-0 oc purlins (4-0-2 max.): 4-8.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size)2=4648/0-5-8, (min. 0-2-10),
10=4655/0-5-8, (min. 0-2-10)
Max Horiz 2=-91 (LC 8)
Max Uplift 2=-994 (LC 10), 10=-996 (LC 10)
Max Grav 2=4896 (LC 27), 10=4904 (LC 27)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-8630/1682, 3-4=-8659/1695,
4-18=-7412/1469, 18-19=-7414/1468,
5-19=-7419/1468, 5-6=-10504/1997,
6-7=-10504/1997, 7-20=-7430/1471,
20-21=-7425/1471, 8-21=-7424/1471,
8-9=-8673/1698, 9-10=-8643/1684
BOT CHORD 2-17=-1355/7325, 17-22=-1848/10478,
16-22=-1848/10478, 15-16=-1848/10478,
15-23=-1848/10478, 14-23=-1848/10478,
14-24=-1848/10478, 13-24=-1848/10478,
13-25=-1853/10504, 25-26=-1853/10504,
12-26=-1853/10504, 10-12=-1357/7337
WEBS 3-17=-237/261, 4-17=-781/3852,
5-17=-3922/671, 5-15=-320/1511,
7-13=-329/1620, 7-12=-3941/675,
8-12=-782/3858, 9-12=-237/261
NOTES
1)2-ply truss to be connected together with 10d (0.131"x3")
nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0
oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc.
Web connected as follows: 2x4 - 1 row at 0-9-0 oc,
Except member 4-17 2x4 - 1 row at 0-7-0 oc, Except
member 8-12 2x4 - 1 row at 0-7-0 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)Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=32ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; porch left and right
exposed; Lumber DOL=1.60 plate grip DOL=1.60
4)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; Ct=1.00
5)Unbalanced snow loads have been considered for this
design.
6)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.
7)Provide adequate drainage to prevent water ponding.
8)All plates are MT20 plates unless otherwise indicated.
9)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
10)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
11)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 996 lb uplift at joint
10 and 994 lb uplift at joint 2.
12)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
13)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
14)Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 1164
lb down and 255 lb up at 8-0-0, 433 lb down and 85 lb
up at 10-0-12, 433 lb down and 85 lb up at 12-0-12,
433 lb down and 85 lb up at 14-0-12, 866 lb down and
170 lb up at 16-0-12, 433 lb down and 85 lb up at
18-3-4, 433 lb down and 85 lb up at 20-3-4, and 433 lb
down and 85 lb up at 22-3-4, and 1164 lb down and 255
lb up at 24-3-4 on bottom chord. The design/selection
of such connection device(s) is the responsibility of
others.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-4=-84, 4-8=-84, 8-11=-84, 2-10=-14
Concentrated Loads (lb)
Vert: 16=-433 (F), 17=-1164 (F), 12=-1164 (F),
14=-866 (F), 22=-433 (F), 23=-433 (F), 24=-433 (F),
25=-433 (F), 26=-433 (F)
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 A01 21Hip Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:39
Page: 1
ID:pn51E7j50iKNDiRWi04HzqyUAGH-wRHQMjZyeu0Yj3kc1td?0tMcy9E_2_w7XhAPw_yW47N
712
=3x4
=2x4
=3x8
=4x4
=3x4 =2x4
=3x8
=3x4
=4x4
=3x8
=2x4
=3x4
1 9
2
14 13 12 11 10
8
2215
3 71621
518 19 2017 64
T1
T2
T1
B1 B1B2
W1
W2 W3 W4 W3 W2
W1
2-0-0
34-4-0
2-0-0
-2-0-0
4-9-3
10-0-0
4-9-3
27-1-3
5-2-13
5-2-13
5-2-13
32-4-0
6-2-0
16-2-0
6-2-0
22-4-0
0-2-0
0-2-0
6-3-12
16-2-0
6-3-12
22-5-12
9-8-4
9-10-4
9-10-4
32-4-07-4-10-4-5
0-1-12
6-0-96-0-90-1-126-2-5Scale = 1:66.2
Plate Offsets (X, Y):[4:0-2-0,0-1-12], [6:0-2-0,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL)-0.11 8-10 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.37 Vert(CT)-0.19 8-10 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.24 Horz(CT)0.05 8 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.12 8-10 >999 240
BCDL 7.0 Weight: 315 lb FT = 0%
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, except
2-0-0 oc purlins (6-0-0 max.): 4-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size)2=1755/0-5-8, (min. 0-1-8),
8=1755/0-5-8, (min. 0-1-8)
Max Horiz 2=109 (LC 13)
Max Uplift 2=-400 (LC 14), 8=-400 (LC 14)
Max Grav 2=2231 (LC 31), 8=2231 (LC 31)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-15=-2961/941, 3-15=-2619/959,
3-16=-2464/907, 4-16=-2458/927,
4-17=-2090/823, 17-18=-2094/823,
5-18=-2099/823, 5-19=-2099/823,
19-20=-2094/823, 6-20=-2090/823,
6-21=-2458/927, 7-21=-2464/907,
7-22=-2619/959, 8-22=-2961/941
BOT CHORD 2-14=-738/2353, 13-14=-775/2734,
12-13=-775/2734, 11-12=-775/2734,
10-11=-775/2734, 8-10=-756/2353
WEBS 3-14=-634/115, 4-14=-372/737,
5-14=-867/184, 5-10=-867/184,
6-10=-372/737, 7-10=-634/114
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: 2x4 - 1 row at 0-9-0
oc.
Web 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)Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=32ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) -2-0-14 to
1-1-15, Interior (1) 1-1-15 to 10-0-0, Exterior (2) 10-0-0
to 14-6-14, Interior (1) 14-6-14 to 22-4-0, Exterior (2)
22-4-0 to 26-10-14, Interior (1) 26-10-14 to 34-4-14
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
4)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; Ct=1.00
5)Unbalanced snow loads have been considered for this
design.
6)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.
7)Provide adequate drainage to prevent water ponding.
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
3-06-00 tall by 2-00-00 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 400 lb uplift at joint
2 and 400 lb uplift at joint 8.
11)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
12)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 A02 21Hip Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:40
Page: 1
ID:pn51E7j50iKNDiRWi04HzqyUAGH-sqPBnPaCAVGGyMu_8IfT5IR0_z0LW2vQ_?fW?tyW47L
712
=3x6 =3x8
=2x4
=3x4
=3x4
=3x8
=4x4
=3x4
=3x4
=4x6
=4x4
=3x8
=3x4
=3x4
=2x4 =3x6
1 11
2
17 16 15 28 14 29 13 12
10
2718
19 26
93
252084
62322 2421 75
T2
T1
T3
T2
T1
B1 B3B2
W1 W2
W3 W4 W4 W3
W2 W1
HW1
2-0-0
34-4-0
2-0-0
-2-0-0
4-2-0
16-2-0
4-2-0
20-4-0
5-9-3
12-0-0
5-9-3
26-1-3
6-2-13
6-2-13
6-2-13
32-4-0
0-2-0
0-2-0
5-7-7
11-10-4
5-7-7
26-1-3
6-0-13
6-2-13
6-2-13
32-4-0
8-7-8
20-5-128-6-10-4-5
0-1-12
7-2-97-2-90-1-127-4-5Scale = 1:66.4
Plate Offsets (X, Y):[2:0-6-0,0-0-2], [2:0-0-4,Edge], [3:0-1-12,0-1-8], [5:0-1-12,0-1-12], [7:0-1-12,0-1-12], [9:0-1-12,0-1-8], [10:0-3-3,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL)-0.25 13-16 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.72 Vert(CT)-0.37 13-16 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.70 Horz(CT)0.11 10 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.17 13-16 >999 240
BCDL 7.0 Weight: 166 lb FT = 0%
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
WEDGE Left: 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-1-0 oc purlins, except
2-0-0 oc purlins (4-7-12 max.): 5-7.
BOT CHORD Rigid ceiling directly applied or 7-5-15 oc
bracing.
WEBS 1 Row at midpt 6-16, 6-13
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1755/0-5-8, (min. 0-2-10),
10=1755/0-5-8, (min. 0-2-10)
Max Horiz 2=-128 (LC 12)
Max Uplift 2=-400 (LC 14), 10=-400 (LC 14)
Max Grav 2=2458 (LC 31), 10=2458 (LC 31)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-18=-3368/972, 18-19=-3173/979,
3-19=-3142/994, 3-20=-2481/829,
4-20=-2367/833, 4-5=-2234/850,
5-21=-1927/762, 21-22=-1928/762,
6-22=-1928/762, 6-23=-1928/762,
23-24=-1928/762, 7-24=-1927/762,
7-8=-2234/850, 8-25=-2367/833,
9-25=-2481/829, 9-26=-3142/994,
26-27=-3173/979, 10-27=-3368/972
BOT CHORD 2-17=-756/2679, 16-17=-756/2679,
15-16=-590/1967, 15-28=-590/1967,
14-28=-590/1967, 14-29=-590/1967,
13-29=-590/1967, 12-13=-774/2679,
10-12=-774/2679
WEBS 3-16=-881/246, 5-16=-338/657,
6-16=-447/140, 6-13=-447/140,
7-13=-338/657, 9-13=-881/245
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=32ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) -2-0-14 to
1-1-15, Interior (1) 1-1-15 to 12-0-0, Exterior (2) 12-0-0
to 16-6-14, Interior (1) 16-6-14 to 20-4-0, Exterior (2)
20-4-0 to 24-10-14, Interior (1) 24-10-14 to 34-4-14
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=1.00
3)Unbalanced snow loads have been considered for this
design.
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)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 400 lb uplift at joint
2 and 400 lb uplift at joint 10.
9)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
10)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 A03 11Hip Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:41
Page: 1
ID:6M?Ki4Gzrkh5_sywbx7uJ8yW4e1-sqPBnPaCAVGGyMu_8IfT5IRxGzwuWxlQ_?fW?tyW47L
712
=3x6
=MT20HS 5x10
=6x12
=MT20HS 5x10
=4x8
=4x6 =3x8
=4x4 =4x6
=3x4
=3x4
=3x8
=4x4
=3x6
14
13 12 11 10 9
8
216151 727
1718 2663
251924
204 21 22 23 5
W1
T1
T2
T3
T4
W11
B1 B2
W2 W3
W4 W5
W6 W7 W6
W8 W9
W10
3-7-6
26-7-0
4-4-0
17-11-0
4-3-11
9-3-5
4-11-10
4-11-10
4-3-11
13-7-0
5-0-10
22-11-10
3-7-6
26-7-0
4-7-8
18-0-12
4-9-14
4-9-14
4-10-14
22-11-10
8-7-6
13-5-46-6-51-6-0 1-5-101-6-0
0-1-12
0-3-80-3-81-2-81-6-04-10-96-4-90-1-126-6-5Scale = 1:63
Plate Offsets (X, Y):[1:Edge,0-2-4], [2:0-5-0,0-3-4], [3:0-3-8,0-1-12], [4:0-2-0,0-1-12], [5:0-3-0,0-1-0], [6:0-1-12,0-1-8], [7:0-1-12,0-2-0], [9:0-3-8,0-1-8], [13:0-5-12,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL)-0.50 11-13 >633 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.64 Vert(CT)-0.70 11-13 >448 240 MT20HS 165/146
TCDL 7.0 Rep Stress Incr YES WB 0.77 Horz(CT)0.06 8 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.32 11-13 >971 240
BCDL 7.0 Weight: 142 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except* W1,W2,W4:2x4 DF
1800F 1.6E or 2x4 DF No.1&Btr
BRACING
TOP CHORD Structural wood sheathing directly applied,
except end verticals, and 2-0-0 oc purlins
(2-2-0 max.): 1-2, 4-5.
BOT CHORD Rigid ceiling directly applied or 6-10-7 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)8=1288/0-5-8, (min. 0-1-15),
14=1288/ Mechanical, (min. 0-1-8)
Max Horiz 14=108 (LC 13)
Max Uplift 8=-281 (LC 14), 14=-281 (LC 14)
Max Grav 8=1793 (LC 32), 14=1438 (LC 32)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-14=-1360/506, 1-15=-5005/1770,
15-16=-5005/1770, 2-16=-5005/1770,
2-17=-6343/2228, 17-18=-6212/2233,
3-18=-6093/2241, 3-19=-2259/763,
19-20=-2064/778, 4-20=-1934/779,
4-21=-1777/693, 21-22=-1777/693,
22-23=-1777/693, 5-23=-1777/693,
5-24=-1783/664, 24-25=-1786/655,
6-25=-1988/652, 6-26=-1830/632,
26-27=-1839/630, 7-27=-2063/619,
7-8=-1763/521
BOT CHORD 13-14=-100/258, 12-13=-875/2812,
11-12=-875/2812, 10-11=-490/1544,
9-10=-531/1704
WEBS 1-13=-1758/4997, 2-13=-3441/1177,
3-13=-1376/3403, 3-11=-1335/371,
4-11=-310/693, 5-11=-162/456, 6-9=-535/67,
7-9=-532/1748
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=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) 0-1-12 to
3-1-12, Interior (1) 3-1-12 to 13-7-0, Exterior (2) 13-7-0
to 16-7-0, Interior (1) 16-7-0 to 17-11-0, Exterior (2)
17-11-0 to 20-11-0, Interior (1) 20-11-0 to 26-5-4 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=1.00
3)Unbalanced snow loads have been considered for this
design.
4)Provide adequate drainage to prevent water ponding.
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
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 281 lb uplift at joint
14 and 281 lb uplift at joint 8.
10)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
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 Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 A04 11Roof Special Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:41
Page: 1
ID:9MBMnaduzyoVinqHUw7FJSyUAUc-K0zZ_lbqxpO7aWTAi0BieW_4MNHLFMvZDfP4XJyW47K
712
=3x6
=MT20HS 5x10
=MT20HS 5x10
=4x4
=4x6
=3x4
=3x4
=4x8
=3x8
=3x4
=4x4
=3x4
=3x6
13
12 11 10 9 8
7
215141 6
16 21
5320
17
1918
4
W1
T1
T2 T3
W10
B1 B2
W2 W1 W3
W4 W5
W6
W7 W8
W9
0-9-15
16-2-0
4-11-10
4-11-10
5-3-11
10-3-5
4-7-6
26-7-0
5-0-11
15-4-0
5-9-11
21-11-10
4-7-6
26-7-0
4-9-14
4-9-14
5-5-7
10-3-5
5-5-11
15-9-0
6-2-10
21-11-107-6-91-6-0 1-5-101-6-0
1-6-01-6-06-0-97-6-9Scale = 1:60.8
Plate Offsets (X, Y):[2:0-2-4,0-2-4], [3:0-1-12,0-1-8], [5:0-1-12,0-1-8], [6:0-1-12,0-1-8], [11:0-2-12,0-2-0], [12:0-3-8,0-2-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.92 Vert(LL)-0.39 11-12 >804 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.90 Vert(CT)-0.52 11-12 >605 240 MT20HS 165/146
TCDL 7.0 Rep Stress Incr YES WB 0.69 Horz(CT)0.07 7 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.19 11-12 >999 240
BCDL 7.0 Weight: 138 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except* W2:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-10-6 oc purlins, except end verticals, and
2-0-0 oc purlins (2-9-7 max.): 1-2.
BOT CHORD Rigid ceiling directly applied or 5-0-5 oc
bracing.
WEBS 1 Row at midpt 2-11, 3-9
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)7=1288/0-5-8, (min. 0-1-8),
13=1288/ Mechanical, (min. 0-1-8)
Max Horiz 13=128 (LC 13)
Max Uplift 7=-281 (LC 14), 13=-281 (LC 14)
Max Grav 7=1288 (LC 1), 13=1395 (LC 30)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-13=-1309/480, 1-14=-4880/1698,
14-15=-4880/1698, 2-15=-4880/1698,
2-16=-2971/934, 3-16=-2819/948,
3-17=-1691/597, 17-18=-1505/605,
4-18=-1455/617, 4-19=-1448/611,
19-20=-1454/598, 5-20=-1504/588,
5-21=-1423/650, 6-21=-1593/639,
6-7=-1257/497
BOT CHORD 12-13=-104/251, 11-12=-1750/5032,
10-11=-796/2471, 9-10=-796/2471,
8-9=-539/1315
WEBS 1-12=-1684/4886, 2-12=-1253/328,
2-11=-2624/982, 3-11=-360/698,
3-9=-1532/472, 4-9=-506/991, 5-9=-384/146,
5-8=-276/29, 6-8=-518/1303
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=27ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-1-12 to
3-1-12, Interior (1) 3-1-12 to 15-9-14, Exterior (2)
15-9-14 to 18-9-14, Interior (1) 18-9-14 to 26-5-4 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=1.00
3)Unbalanced snow loads have been considered for this
design.
4)Provide adequate drainage to prevent water ponding.
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
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 281 lb uplift at joint
13 and 281 lb uplift at joint 7.
10)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
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 Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 A05 11Roof Special Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:42
Page: 1
ID:9MBMnaduzyoVinqHUw7FJSyUAUc-oDWxB5cSi6W_Cg2NGjixBjWFtnYV_rTiSJ8d4lyW47J
712
=3x6
=MT20HS 5x10
=MT20HS 5x10
=4x4
=4x6
=3x4
=4x4
=4x4
=3x8
=3x4
=4x4
=3x4
=3x6
13
12 1110 9 8
7
215141 6
16 21
5320
17
18 19
4
W1
T1
T2 T3
W10
B1 B2
W2 W1 W9
W4
W3
W5
W6
W7 W8
4-11-10
4-11-10
5-4-11
10-4-5
4-8-6
26-7-0
5-4-11
15-9-0
6-1-10
21-10-10
4-8-6
26-7-0
4-9-14
4-9-14
5-4-11
15-9-0
5-6-7
10-4-5
6-1-10
21-10-107-9-71-6-0 1-5-101-6-0
1-6-01-6-06-3-77-9-7Scale = 1:60.7
Plate Offsets (X, Y):[2:0-2-4,0-2-4], [3:0-1-12,0-1-8], [5:0-1-12,0-1-8], [6:0-1-12,0-1-8], [10:0-1-15,Edge], [11:0-2-8,0-2-0], [12:0-3-8,0-2-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.92 Vert(LL)-0.39 11-12 >800 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.90 Vert(CT)-0.53 11-12 >601 240 MT20HS 165/146
TCDL 7.0 Rep Stress Incr YES WB 0.69 Horz(CT)0.07 7 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.19 11-12 >999 240
BCDL 7.0 Weight: 139 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except* W2:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-9-7 oc purlins, except end verticals, and
2-0-0 oc purlins (2-9-7 max.): 1-2.
BOT CHORD Rigid ceiling directly applied or 5-0-4 oc
bracing.
WEBS 1 Row at midpt 2-11, 3-9
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)7=1288/0-5-8, (min. 0-1-8),
13=1288/ Mechanical, (min. 0-1-8)
Max Horiz 13=129 (LC 13)
Max Uplift 7=-281 (LC 14), 13=-281 (LC 14)
Max Grav 7=1288 (LC 1), 13=1392 (LC 30)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-13=-1306/481, 1-14=-4874/1700,
14-15=-4874/1700, 2-15=-4874/1700,
2-16=-2940/927, 3-16=-2788/941,
3-17=-1679/595, 17-18=-1500/603,
4-18=-1443/616, 4-19=-1438/611,
19-20=-1443/598, 5-20=-1494/588,
5-21=-1425/651, 6-21=-1598/640,
6-7=-1256/495
BOT CHORD 12-13=-104/251, 11-12=-1751/5025,
10-11=-789/2440, 9-10=-789/2440,
8-9=-539/1317
WEBS 1-12=-1687/4881, 2-12=-1251/327,
6-8=-515/1301, 3-11=-359/695,
2-11=-2648/990, 3-9=-1532/475,
4-9=-513/1009, 5-9=-388/149, 5-8=-270/28
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=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) 0-1-12 to
3-1-12, Interior (1) 3-1-12 to 15-9-0, Exterior (2) 15-9-0
to 18-9-0, Interior (1) 18-9-0 to 26-5-4 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=1.00
3)Unbalanced snow loads have been considered for this
design.
4)Provide adequate drainage to prevent water ponding.
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
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 281 lb uplift at joint
13 and 281 lb uplift at joint 7.
10)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
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 Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 A06 17Roof Special Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:42
Page: 1
ID:9MBMnaduzyoVinqHUw7FJSyUAUc-oDWxB5cSi6W_Cg2NGjixBjWFtnYX_rTiSJ8d4lyW47J
712
=4x4
=2x4
=3x4
=3x4
=3x4
=3x4
=4x4
=3x8 =3x4
=3x4
=3x4
=3x4
=2x4
=4x4
1 11
2
16 23 24 15 14 13 25 26 12
10
2217
93
4 8
18 2157
19 20
6
T2
T1
T2
T1
B1 B1B2
W4
W3 W2
W1
W3W2
W1
2-0-0
34-4-0
2-0-0
-2-0-0
5-2-13
10-11-3
5-2-13
26-7-10
5-2-13
16-2-0
5-2-13
21-4-13
5-8-6
5-8-6
5-8-6
32-4-0
7-10-3
16-2-0
7-10-3
24-0-3
8-3-13
32-4-0
8-3-13
8-3-1310-11-30-4-59-9-7Scale = 1:65.8
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL)-0.18 12-14 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.42 Vert(CT)-0.25 12-14 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.95 Horz(CT)0.09 10 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.13 10-12 >999 240
BCDL 7.0 Weight: 164 lb FT = 0%
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
4-0-7 oc purlins.
BOT CHORD Rigid ceiling directly applied or 7-8-13 oc
bracing.
WEBS 1 Row at midpt 7-14, 5-14
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1755/0-5-8, (min. 0-1-14),
10=1755/0-5-8, (min. 0-1-14)
Max Horiz 2=-167 (LC 12)
Max Uplift 2=-400 (LC 14), 10=-400 (LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-17=-2562/896, 3-17=-2443/916,
3-4=-2278/904, 4-18=-2168/922,
5-18=-2053/924, 5-19=-1636/675,
6-19=-1515/689, 6-20=-1515/689,
7-20=-1636/675, 7-21=-2053/924,
8-21=-2168/922, 8-9=-2278/904,
9-22=-2443/916, 10-22=-2562/896
BOT CHORD 2-16=-691/2080, 16-23=-537/1723,
23-24=-537/1723, 15-24=-537/1723,
14-15=-537/1723, 13-14=-546/1723,
13-25=-546/1723, 25-26=-546/1723,
12-26=-546/1723, 10-12=-712/2080
WEBS 6-14=-595/1126, 7-14=-819/288,
7-12=-277/397, 9-12=-326/98,
5-14=-819/288, 5-16=-277/397, 3-16=-326/98
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=32ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) -2-0-14 to
1-1-14, Interior (1) 1-1-14 to 16-2-0, Exterior (2) 16-2-0
to 19-4-12, Interior (1) 19-4-12 to 34-4-14 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=1.00
3)Unbalanced snow loads have been considered for this
design.
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 3x4 MT20 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
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 400 lb uplift at joint
2 and 400 lb uplift at joint 10.
9)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 A07 16Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:43
Page: 1
ID:pn51E7j50iKNDiRWi04HzqyUAGH-GP4JPRd4TQerpqcZpRDAjx3VdA0FjEhsgzuAcByW47I
712=2x4
=4x4
=4x4
=3x6
=3x4
=4x6
=4x8 =4x8
8
7 10 6 11
5
4
3
29
1
W1
T1
T2
B1
W2 W3
W4 W5
4-3-0
15-5-0
5-3-0
11-2-0
5-11-0
5-11-0
4-3-0
15-5-0
5-3-0
11-2-0
5-11-0
5-11-09-4-30-4-50-5-8
Scale = 1:64.8
Plate Offsets (X, Y):[1:0-2-0,0-0-12], [2:0-0-8,0-1-12], [4:0-2-0,0-2-0], [5:0-4-0,0-1-11], [6:0-4-12,0-2-0], [7:0-2-12,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL)-0.15 6-7 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.78 Vert(CT)-0.21 6-7 >864 240
TCDL 7.0 Rep Stress Incr NO WB 0.85 Horz(CT)0.04 5 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.08 6-7 >999 240
BCDL 7.0 Weight: 96 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x6 DF 2400F 2.0E
WEBS 2x4 DF Stud/Std *Except* W5:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-5-4 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
WEBS 1 Row at midpt 1-8, 2-8, 4-7
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)5=4416/0-5-8, (min. 0-4-7),
8=1702/0-5-8, (min. 0-1-14)
Max Horiz 8=-242 (LC 6)
Max Uplift 5=-938 (LC 10), 8=-389 (LC 6)
Max Grav 5=4455 (LC 15), 8=1894 (LC 15)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-8=-315/52, 2-3=-1832/423, 3-4=-2032/411,
4-5=-5374/1116
BOT CHORD 7-8=-281/1684, 7-10=-923/4541,
6-10=-923/4541, 6-11=-923/4541,
5-11=-923/4541
WEBS 2-8=-2310/540, 2-7=-476/1914,
4-7=-3181/722, 4-6=-617/2753
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; porch left and right
exposed; 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=1.00
3)Unbalanced snow loads have been considered for this
design.
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
3-06-00 tall by 2-00-00 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 389 lb uplift at joint
8 and 938 lb uplift at joint 5.
7)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
8)Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 1158
lb down and 249 lb up at 23-10-12, 1160 lb down and
249 lb up at 25-10-12, and 1160 lb down and 249 lb up
at 27-10-12, and 1166 lb down and 251 lb up at 30-1-12
on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
9)In the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-5=-84, 5-8=-14
Concentrated Loads (lb)
Vert: 5=-1166 (B), 6=-1160 (B), 10=-1158 (B),
11=-1160 (B)
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 A08 11Roof Special Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:43
Page: 1
ID:BOcon_qUTxxhZEGO?GY_4bylJwh-GP4JPRd4TQerpqcZpRDAjx3V6AwejFGsgzuAcByW47I
712
=3x4
=2x4
=3x4
=3x4
=3x4
=3x4
=4x4
=3x8
=3x4
=3x4 =2x4
1
11 10 15 9 16 17
8
12
2
3 7
4 6
13 14
5
T2
T1
T3
W7
B1 B2
W1
W2 W3
W4
W5 W6
5-2-13
10-11-3
5-2-13
16-2-0
5-2-13
21-4-13
5-8-6
5-8-6
2-10-11
24-3-8
0-2-12
17-1-12
7-1-12
24-3-8
8-1-5
16-11-0
8-9-11
8-9-11
0-4-5 5-0-99-9-7Scale = 1:72.3
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL)-0.13 1-11 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.37 Vert(CT)-0.24 1-11 >867 240
TCDL 7.0 Rep Stress Incr YES WB 0.58 Horz(CT)0.02 9 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.17 1-11 >999 240
BCDL 7.0 Weight: 136 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-7-10 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
WEBS 1 Row at midpt 4-9, 5-9
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)1=698/ Mechanical, (min. 0-1-8),
9=1662/0-5-8, (min. 0-1-12)
Max Horiz 1=204 (LC 13)
Max Uplift 1=-171 (LC 14), 9=-235 (LC 14)
Max Grav 1=779 (LC 18), 9=1662 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-12=-1127/341, 2-12=-1021/356,
2-3=-812/326, 3-4=-608/346, 4-13=-75/251,
5-13=-63/334, 5-14=-76/530, 6-14=-88/331
BOT CHORD 1-11=-386/902, 10-11=-184/456,
10-15=-184/456, 9-15=-184/456
WEBS 2-11=-439/139, 4-11=-357/477, 4-9=-763/356,
5-9=-746/156, 6-9=-552/183
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-0-12 to
3-0-12, Interior (1) 3-0-12 to 16-2-0, Exterior (2) 16-2-0
to 19-2-0, Interior (1) 19-2-0 to 24-1-12 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=1.00
3)Unbalanced snow loads have been considered for this
design.
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
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
6)Refer to girder(s) for truss to truss connections.
7)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 171 lb uplift at joint
1 and 235 lb uplift at joint 9.
8)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 A09 17Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:43
Page: 1
ID:3hOjh3ZBZDwOsu_f9I5wZ6yUAYZ-GP4JPRd4TQerpqcZpRDAjx3Y5A13jJOsgzuAcByW47I
712
=4x4 =2x4
=3x4
=3x4
=3x4 =3x4
=5x6 =5x6
=3x8
=5x6
=2x4
1
11 10 9 8
7
12
13
2 6
3 171416
15 54
T2
T1
T3
T4
W6
B1 B2
W1 W2
W3 W4 W3
W5
2-9-0
17-6-8
7-1-15
14-9-8
7-7-9
7-7-9
6-9-0
24-3-8
0-9-4
17-8-4
2-3-4
16-11-0
6-7-4
24-3-8
7-0-3
14-7-12
7-7-9
7-7-98-11-130-4-5 5-0-90-1-12
8-10-28-10-20-1-128-11-13Scale = 1:71.3
Plate Offsets (X, Y):[2:0-1-12,0-1-8], [4:0-3-0,0-2-0], [6:Edge,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL)-0.12 1-11 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.44 Vert(CT)-0.18 1-11 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.60 Horz(CT)0.03 8 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.11 1-11 >999 240
BCDL 7.0 Weight: 138 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
*Except* T4,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* W6:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-2-0 oc purlins, except end verticals, and
2-0-0 oc purlins (10-0-0 max.): 4-5.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
WEBS 1 Row at midpt 2-9, 4-8, 5-8
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)1=748/ Mechanical, (min. 0-1-8),
8=1613/0-5-8, (min. 0-2-9)
Max Horiz 1=191 (LC 13)
Max Uplift 1=-178 (LC 14), 8=-256 (LC 11)
Max Grav 1=1189 (LC 30), 8=2387 (LC 30)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-12=-1663/374, 12-13=-1618/384,
2-13=-1441/405, 2-3=-408/108,
3-14=-274/134, 4-5=-34/354, 5-16=-99/671,
16-17=-99/404, 6-17=-111/351
BOT CHORD 1-11=-426/1239, 10-11=-426/1239,
9-10=-426/1239
WEBS 2-11=-219/289, 2-9=-1395/421,
4-9=-328/788, 4-8=-1269/404, 5-8=-782/139,
6-8=-525/190
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-0-12 to
3-0-12, Interior (1) 3-0-12 to 14-9-8, Exterior (2) 14-9-8
to 21-9-7, Interior (1) 21-9-7 to 24-1-12 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=1.00
3)Unbalanced snow loads have been considered for this
design.
4)Provide adequate drainage to prevent water ponding.
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
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 178 lb uplift at joint
1 and 256 lb uplift at joint 8.
9)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
10)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 A10 11Hip Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:44
Page: 1
ID:3hOjh3ZBZDwOsu_f9I5wZ6yUAYZ-kbeicndjEkmiR_BlN8kPG8cbEaM6SmK?vddk8eyW47H
712
=3x4 =2x4
=3x4
=3x4 =3x4
=5x6
=3x4
=6x8
=3x4
=4x4
=2x4
1
11 10 9 19 8 7
6
12
2
51318
17
41415163
T1
T2
T3
W7
B1 B2
W1 W2
W3 W4 W5 W3
W6
6-9-0
19-6-8
6-1-15
12-9-8
6-7-9
6-7-9
4-9-0
24-3-8
0-2-12
17-1-12
2-6-8
19-8-4
4-3-4
16-11-0
4-7-4
24-3-8
6-0-3
12-7-12
6-7-9
6-7-97-9-130-4-5 5-0-90-1-12
7-8-27-8-20-1-127-9-13Scale = 1:66.7
Plate Offsets (X, Y):[1:0-0-9,Edge], [2:0-1-12,0-1-8], [3:0-3-0,0-2-0], [4:0-5-0,Edge], [5:0-1-4,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL)-0.08 1-11 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.39 Vert(CT)-0.13 1-11 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.98 Horz(CT)0.02 8 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.07 1-11 >999 240
BCDL 7.0 Weight: 140 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
*Except* T2:2x4 DF 2400F 2.0E
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
2-2-0 oc purlins, except end verticals, and
2-0-0 oc purlins (10-0-0 max.): 3-4.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
WEBS 1 Row at midpt 2-9, 3-8
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)1=697/ Mechanical, (min. 0-1-8),
8=1664/0-5-8, (min. 0-2-3)
Max Horiz 1=173 (LC 13)
Max Uplift 1=-171 (LC 14), 8=-325 (LC 11)
Max Grav 1=1110 (LC 30), 8=2035 (LC 30)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-12=-1560/368, 2-12=-1332/385,
2-13=-518/137, 3-13=-326/174,
3-14=-115/489, 14-15=-115/489,
15-16=-115/489, 4-16=-115/489,
4-17=-59/413
BOT CHORD 1-11=-418/1162, 10-11=-418/1162,
9-10=-418/1162, 9-19=-115/273,
8-19=-115/273
WEBS 2-9=-1187/355, 3-9=-320/698,
3-8=-1271/457, 4-8=-901/319, 4-7=-196/273,
5-7=-341/132
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-0-12 to
3-0-12, Interior (1) 3-0-12 to 12-9-8, Exterior (2) 12-9-8
to 17-0-7, Interior (1) 17-0-7 to 19-6-8, Exterior (2)
19-6-8 to 23-9-7, Interior (1) 23-9-7 to 24-1-12 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=1.00
3)Unbalanced snow loads have been considered for this
design.
4)Provide adequate drainage to prevent water ponding.
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
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 171 lb uplift at joint
1 and 325 lb uplift at joint 8.
9)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
10)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 A11 11Hip Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:44
Page: 1
ID:3hOjh3ZBZDwOsu_f9I5wZ6yUAYZ-kbeicndjEkmiR_BlN8kPG8cc0aMySgO?vddk8eyW47H
712
=3x4 =2x4
=3x4
=3x4 =3x8
=4x4 =3x4
=3x4
=5x6
=3x4
=3x4
=2x4
1
12 11 10 21 22 9 8
7
13
14
2
15
6
418 191716 20 53
T1
T2
T3
W8
B1 B2
W1 W2
W3 W4 W5 W6 W3
W7
5-4-8
16-2-0
5-4-8
21-6-8
5-1-15
10-9-8
5-7-9
5-7-9
2-9-0
24-3-8
0-2-12
17-1-12
2-7-4
24-3-8
4-6-8
21-8-4
5-0-3
10-7-12
5-7-9
5-7-9
6-3-4
16-11-06-7-130-4-5 5-0-90-1-12
6-6-26-6-20-1-126-7-13Scale = 1:63.3
Plate Offsets (X, Y):[2:0-1-12,0-1-8], [3:0-2-0,0-1-12], [5:0-3-0,0-2-0], [6:0-1-12,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL)-0.06 1-12 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.33 Vert(CT)-0.08 1-12 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.67 Horz(CT)0.02 9 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.04 1-12 >999 240
BCDL 7.0 Weight: 139 lb FT = 0%
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
4-4-3 oc purlins, except end verticals, and
2-0-0 oc purlins (6-0-0 max.): 3-5.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
WEBS 1 Row at midpt 4-9
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)1=699/ Mechanical, (min. 0-1-8),
9=1661/0-5-8, (min. 0-2-2)
Max Horiz 1=154 (LC 13)
Max Uplift 1=-171 (LC 14), 9=-381 (LC 11)
Max Grav 1=1087 (LC 30), 9=1978 (LC 29)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-13=-1597/402, 13-14=-1368/406,
2-14=-1216/417, 2-15=-689/220,
3-15=-496/240, 3-16=-432/228,
16-17=-432/227, 17-18=-433/227,
4-18=-434/227, 4-19=-157/448,
19-20=-157/449, 5-20=-156/450
BOT CHORD 1-12=-452/1219, 11-12=-452/1219,
10-11=-452/1219, 10-21=-295/173,
21-22=-295/173, 9-22=-295/173
WEBS 2-10=-981/291, 4-10=-405/1046,
4-9=-1422/426, 5-9=-648/258
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-0-12 to
3-0-12, Interior (1) 3-0-12 to 10-9-8, Exterior (2) 10-9-8
to 15-0-7, Interior (1) 15-0-7 to 21-6-8, Exterior (2)
21-6-8 to 24-1-12 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=1.00
3)Unbalanced snow loads have been considered for this
design.
4)Provide adequate drainage to prevent water ponding.
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
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 171 lb uplift at joint
1 and 381 lb uplift at joint 9.
9)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
10)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 A12 11Hip Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:44
Page: 1
ID:3hOjh3ZBZDwOsu_f9I5wZ6yUAYZ-kbeicndjEkmiR_BlN8kPG8cf1aNySlF?vddk8eyW47H
712
=3x4
=2x4
=3x8
=4x6
=3x4
=3x4
=3x4
=6x8
=3x4 =2x4
1
10 9 8
7
11
12
2
64161514131735
T1
T2 T3
W7
B1 B2
W1
W2 W3 W4 W5 W6
4-1-15
8-9-8
4-7-9
4-7-9
0-9-0
24-3-8
7-4-8
23-6-8
7-4-8
16-2-0
0-2-12
17-1-12
7-1-12
24-3-8
8-3-4
16-11-0
8-7-12
8-7-125-5-130-4-5 5-0-90-1-12
5-4-25-4-20-1-125-5-13Scale = 1:55.5
Plate Offsets (X, Y):[3:0-3-0,0-1-12], [5:0-5-0,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL)-0.12 1-10 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.36 Vert(CT)-0.21 1-10 >980 240
TCDL 7.0 Rep Stress Incr YES WB 0.89 Horz(CT)0.01 8 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.15 1-10 >999 240
BCDL 7.0 Weight: 123 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
*Except* T2:2x4 DF 2400F 2.0E
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
4-10-7 oc purlins, except end verticals, and
2-0-0 oc purlins (2-2-0 max.): 3-5.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
WEBS 1 Row at midpt 5-8
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)1=699/ Mechanical, (min. 0-1-8),
8=1661/0-5-8, (min. 0-2-9)
Max Horiz 1=137 (LC 13)
Max Uplift 1=-172 (LC 14), 8=-433 (LC 11)
Max Grav 1=1061 (LC 30), 8=2405 (LC 29)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-11=-1560/372, 11-12=-1458/372,
2-12=-1289/385, 2-3=-932/347,
3-13=-651/317, 13-14=-651/317,
14-15=-651/317, 15-16=-651/317,
4-16=-652/317, 4-17=-215/599,
5-17=-214/615, 6-7=-99/422
BOT CHORD 1-10=-441/1249
WEBS 2-10=-711/136, 3-10=-292/98,
4-10=-473/938, 4-8=-1789/431,
5-8=-847/252, 5-7=-387/78
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-0-12 to
3-0-12, Interior (1) 3-0-12 to 8-9-8, Exterior (2) 8-9-8 to
13-0-7, Interior (1) 13-0-7 to 23-6-8, Exterior (2) 23-6-8
to 24-1-12 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=1.00
3)Unbalanced snow loads have been considered for this
design.
4)Provide adequate drainage to prevent water ponding.
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
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 172 lb uplift at joint
1 and 433 lb uplift at joint 8.
9)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
10)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 A13 11Hip Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:45
Page: 1
ID:3hOjh3ZBZDwOsu_f9I5wZ6yUAYZ-DoC4q6eL?1uZ37myxsFeoM8mm_jhB9798HNHg4yW47G
712
=4x6 =2x4
=6x8
=6x8
=7x8
=4x4
=4x6
=4x6
=5x8
=3x4
=3x4
=3x4 =2x4
11 10 9
8
1
17 18 13 19 20 12
2
4 16 5 6 715143
T1
T2 T3
W7
B1 B2
W1
W2 W3 W7 W8 W8W5W6W4
3-6-0
20-7-12
3-0-4
6-9-8
3-9-4
3-9-4
5-2-2
17-1-12
5-2-2
11-11-10
3-7-12
24-3-8
0-2-12
17-4-8
3-9-4
3-9-4
4-1-3
17-1-12
4-6-0
8-3-4
4-9-5
13-0-9
6-11-0
24-3-84-3-130-4-5 4-2-20-4-5
0-1-12
4-2-24-2-20-1-124-3-13Scale = 1:53.9
Plate Offsets (X, Y):[1:0-0-8,0-0-1], [3:0-5-0,Edge], [4:0-1-8,0-2-0], [5:0-3-8,0-3-0], [9:0-1-8,0-1-8], [10:0-2-4,0-1-12], [12:0-4-0,0-4-12], [13:0-3-8,0-3-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL)-0.16 12-13 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.61 Vert(CT)-0.21 12-13 >988 240
TCDL 7.0 Rep Stress Incr NO WB 0.95 Horz(CT)0.04 9 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.08 12-13 >999 240
BCDL 7.0 Weight: 133 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x6 DF 1800F 1.6E *Except* B2:2x4 DF
1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except* W6,W4:2x4 DF
1800F 1.6E or 2x4 DF No.1&Btr
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-4-13 oc purlins, except end verticals, and
2-0-0 oc purlins (2-8-10 max.): 3-7.
BOT CHORD Rigid ceiling directly applied or 6-0-0 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=2889/ Mechanical, (min. 0-1-8),
9=3004/0-5-8, (min. 0-4-3)
Max Horiz 1=105 (LC 9)
Max Uplift 1=-626 (LC 10), 9=-724 (LC 7)
Max Grav 1=3153 (LC 23), 9=3947 (LC 22)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-5211/1051, 2-3=-5153/1090,
3-14=-3782/874, 14-15=-3782/874,
4-15=-3783/874, 4-16=-1662/464,
5-16=-1662/464, 5-6=-184/933
BOT CHORD 1-17=-892/4388, 17-18=-892/4388,
13-18=-892/4388, 13-19=-707/3410,
19-20=-707/3410, 12-20=-707/3410,
11-12=-519/2262, 10-11=-520/2260,
9-10=-933/139
WEBS 2-13=-440/95, 3-13=-300/1587,
3-12=-291/1201, 5-9=-3035/544,
6-9=-1061/174, 6-8=-73/353,
4-10=-2524/456, 5-10=-647/3468,
4-12=-480/2295
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; porch left and right
exposed; 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=1.00
3)Unbalanced snow loads have been considered for this
design.
4)Provide adequate drainage to prevent water ponding.
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
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 626 lb uplift at joint
1 and 724 lb uplift at joint 9.
9)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
10)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
11)Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 349 lb
down and 71 lb up at 0-10-12, 348 lb down and 70 lb up
at 2-10-12, 348 lb down and 70 lb up at 4-10-12, and
348 lb down and 70 lb up at 6-10-12, and 2140 lb down
and 452 lb up at 8-3-4 on bottom chord. The design/
selection of such connection device(s) is the
responsibility of others.
12)In the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-3=-84, 3-7=-84, 1-8=-14
Concentrated Loads (lb)
Vert: 12=-2140 (B), 17=-349 (B), 18=-348 (B),
19=-348 (B), 20=-348 (B)
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 A14 11Half Hip Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:45
Page: 1
ID:3hOjh3ZBZDwOsu_f9I5wZ6yUAYZ-DoC4q6eL?1uZ37myxsFeoM8oM_fnB8298HNHg4yW47G
712
=4x4
=3x4
=3x4
=3x6
=3x4
=3x4
=3x8
=3x8
=4x6
=4x4
=3x8 =3x8 =3x8
=3x4
=3x4 =3x6
=3x4
=3x4
=4x4
231
2
39 3837 36 35 34 33 32 31 30 29 28 27 2625 24
224642
213204
43 474044
195618
1774145
16848499151410
1311
12
T2
T1
T2
T1
B1 B2
W5
W4 W3
W2 W1
W4W3
W2W1
ST8
ST9
ST6
ST7
ST5ST3
ST4ST2
ST1
ST8
ST9
ST6
ST7
ST5 ST3
ST4 ST2
ST1
2-0-0
32-4-0
2-0-0
-2-0-0
4-9-11
24-9-5
4-9-11
10-4-5
4-9-11
19-11-11
4-9-11
15-2-0
5-6-11
5-6-11
5-6-11
30-4-0
0-2-9
10-4-5
0-6-9
20-6-4
4-3-1
24-9-5
4-7-1
10-1-12
4-9-11
15-2-0
4-9-11
19-11-11
5-6-11
5-6-11
5-6-11
30-4-010-4-30-4-59-2-7Scale = 1:72.2
Plate Offsets (X, Y):[6:0-1-12,0-1-8], [9:0-1-12,0-1-8], [15:0-1-12,0-1-8], [18:0-1-12,0-1-8], [28:0-1-12,0-1-8], [35:0-1-12,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL)-0.02 33-34 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.14 Vert(CT)-0.02 33-34 >999 240
TCDL 7.0 Rep Stress Incr NO WB 0.25 Horz(CT)0.00 22 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.00 33 >999 240
BCDL 7.0 Weight: 256 lb FT = 0%
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
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 12-31
JOINTS 1 Brace at Jt(s): 40,
44
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 10-3-8. except 28=9-11-8,
26=9-11-8, 27=9-11-8, 25=9-11-8, 24=9-11-8,
22=9-11-8
(lb) -Max Horiz 2=-157 (LC 8)
Max Uplift All uplift 100 (lb) or less at joint(s)
25, 26, 27, 28, 35, 36, 37, 38
except 2=-105 (LC 10), 22=-105
(LC 10), 24=-121 (LC 14), 39=-121
(LC 14)
Max Grav All reactions 250 (lb) or less at joint
(s) 24, 25, 26, 27, 36, 37, 38, 39
except 2=498 (LC 14), 22=498 (LC
14), 28=780 (LC 16), 35=780 (LC
15)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 9-10=-253/52, 10-11=-274/72,
13-14=-274/72, 14-15=-253/52
WEBS 15-28=-395/11, 9-35=-395/11
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; porch left and right
exposed; 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=1.00
4)Unbalanced snow loads have been considered for this
design.
5)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.
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
3-06-00 tall by 2-00-00 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) 28, 26, 35, 37, 36, 38, 27, 25 except (jt=lb) 2=105,
39=120, 24=120, 22=105.
11)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
12)Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) . The
design/selection of such connection device(s) is the
responsibility of others.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-12=-84, 12-23=-84, 2-22=-14
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 B1G 11Common Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:46
Page: 1
ID:qlujU3_O_9ur9RES9nx83GyUADM-h_mS1SfzmL0QgHL8VZmtLZh1WO6HwmIIMx6rDWyW47F
712
=4x4
=2x4
=3x4 =3x6
=3x4
=4x4
=3x8 =3x4
=3x6
=3x4
=2x4 =4x4
91
2
14 13 12 11 10
82015
3 7
16 1946
17 18
5
T2
T1
T2
T1
B1 B1B2
W3
W2 W1W2W1
2-0-0
32-4-0
2-0-0
-2-0-0
7-4-3
15-2-0
7-4-3
22-6-3
7-9-13
7-9-13
7-9-13
30-4-0
7-4-3
15-2-0
7-4-3
22-6-3
7-9-13
7-9-13
7-9-13
30-4-010-4-30-4-59-2-7Scale = 1:63.5
Plate Offsets (X, Y):[3:0-1-12,0-1-8], [5:0-2-0,0-2-8], [7:0-1-12,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL)-0.12 12 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.42 Vert(CT)-0.19 2-14 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.75 Horz(CT)0.08 8 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.13 8-10 >999 240
BCDL 7.0 Weight: 141 lb FT = 0%
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.
BOT CHORD Rigid ceiling directly applied or 7-11-2 oc
bracing.
WEBS 1 Row at midpt 7-12, 3-12
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1658/0-3-8, (min. 0-1-12),
8=1658/0-3-8, (min. 0-1-12)
Max Horiz 2=-157 (LC 12)
Max Uplift 2=-378 (LC 14), 8=-378 (LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-15=-2367/852, 3-15=-2216/882,
3-16=-1619/628, 4-16=-1524/635,
4-17=-1444/642, 5-17=-1434/656,
5-18=-1434/656, 6-18=-1444/642,
6-19=-1524/635, 7-19=-1619/628,
7-20=-2216/882, 8-20=-2367/852
BOT CHORD 2-14=-655/1901, 13-14=-655/1901,
12-13=-655/1901, 11-12=-672/1901,
10-11=-672/1901, 8-10=-672/1901
WEBS 5-12=-534/912, 7-12=-903/370,
7-10=-184/281, 3-12=-903/370,
3-14=-185/281
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) -2-0-14 to
0-11-2, Interior (1) 0-11-2 to 15-2-0, Exterior (2) 15-2-0 to
18-2-0, Interior (1) 18-2-0 to 32-4-14 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=1.00
3)Unbalanced snow loads have been considered for this
design.
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)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
3-06-00 tall by 2-00-00 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 378 lb uplift at joint
2 and 378 lb uplift at joint 8.
8)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 B2 12Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:46
Page: 1
ID:EoW?_TcyHe_FxgMVrntsIkyUADr-h_mS1SfzmL0QgHL8VZmtLZhxYO20weYIMx6rDWyW47F
712
=MT20HS 5x10
=2x4
=7x8
=5x8
=6x8
=4x4
=MT20HS 5x10=4x6
=8x10
=3x4
=6x8
=3x4
=3x4
=3x8 =4x12
1
16 17 1518 19 142013 21 22 12 23 24 11 25 26
10
2
9
3 84
5 7
6
T2
T1
T2
T1
B1 B2
W6
W5 W4
W7 W8
W5W4
W3W2
W1
HW1 HW2
3-0-3
6-10-4
3-6-1
10-4-5
3-10-1
3-10-1
4-9-11
24-9-5
4-9-11
15-2-0
4-9-11
19-11-11
5-6-11
30-4-0
3-6-1
10-4-5
4-9-11
15-2-0
4-9-11
24-9-5
4-9-11
19-11-11
5-6-11
30-4-0
6-10-4
6-10-4
0-4-59-2-7Scale = 1:66.1
Plate Offsets (X, Y):[1:0-3-13,0-2-8], [3:0-1-0,0-3-4], [5:0-0-12,0-2-0], [7:0-1-0,0-1-8], [9:0-1-12,0-1-8], [10:0-2-10,0-2-4], [11:0-4-12,0-1-8], [12:0-3-8,0-3-12], [13:0-5-0,0-4-12],
[15:0-3-12,0-4-4], [16:0-3-4,0-4-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL)-0.38 13-15 >947 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.89 Vert(CT)-0.49 13-15 >741 240 MT20HS 165/146
TCDL 7.0 Rep Stress Incr NO WB 0.74 Horz(CT)0.16 10 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.16 13-15 >999 240
BCDL 7.0 Weight: 376 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
*Except* T1:2x4 DF 2400F 2.0E
BOT CHORD 2x6 DF 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except* W6,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
3-4-1 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
WEBS 1 Row at midpt 5-13
REACTIONS (lb/size)1=7886/0-3-8, (req. 0-4-3),
10=7946/0-3-8, (req. 0-4-4)
Max Horiz 1=138 (LC 9)
Max Uplift 1=-1487 (LC 10), 10=-1587 (LC 10)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-14951/2795, 2-3=-14769/2796,
3-4=-14659/2797, 4-5=-12334/2331,
5-6=-9081/1775, 6-7=-9083/1775,
7-8=-11201/2226, 8-9=-11306/2207,
9-10=-13715/2711
BOT CHORD 1-16=-2369/12757, 16-17=-2344/12726,
15-17=-2344/12726, 15-18=-1897/10612,
18-19=-1897/10612, 14-19=-1897/10612,
14-20=-1897/10612, 13-20=-1897/10612,
13-21=-1809/9675, 21-22=-1809/9675,
12-22=-1809/9675, 12-23=-2291/11739,
23-24=-2291/11739, 11-24=-2291/11739,
11-25=-2291/11739, 25-26=-2291/11739,
10-26=-2291/11739
WEBS 6-13=-1709/8631, 7-13=-3178/722,
7-12=-725/3120, 9-12=-2479/579,
9-11=-498/2209, 5-13=-4680/863,
5-15=-893/4868, 4-15=-3188/674,
4-16=-693/3334
NOTES
1)2-ply truss to be connected together with 10d (0.131"x3")
nails as follows:
Top chords connected as follows: 2x4 - 2 rows staggered
at 0-6-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-5-0 oc.
Web connected as follows: 2x4 - 1 row at 0-9-0 oc,
Except member 9-11 2x4 - 1 row at 0-7-0 oc, member
4-16 2x4 - 2 rows staggered 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)Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; porch left and right
exposed; Lumber DOL=1.60 plate grip DOL=1.60
4)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; Ct=1.00
5)Unbalanced snow loads have been considered for this
design.
6)All plates are MT20 plates unless otherwise indicated.
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
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
9)WARNING: Required bearing size at joint(s) 1, 10
greater than input bearing size.
10)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 1487 lb uplift at
joint 1 and 1587 lb uplift at joint 10.
11)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
12)Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 3139
lb down and 619 lb up at 6-10-4, 1047 lb down and 164
lb up at 8-10-4, 1073 lb down and 164 lb up at 10-10-4,
1096 lb down and 164 lb up at 12-10-4, 1175 lb down
and 171 lb up at 14-10-4, 765 lb down and 164 lb up at
16-10-4, 765 lb down and 164 lb up at 18-10-4, 765 lb
down and 164 lb up at 20-10-4, 765 lb down and 164 lb
up at 22-10-4, 765 lb down and 164 lb up at 24-10-4,
and 765 lb down and 164 lb up at 26-10-4, and 765 lb
down and 164 lb up at 28-10-4 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-6=-84, 6-10=-84, 1-10=-14
Concentrated Loads (lb)
Vert: 11=-765 (B), 16=-3139 (B), 17=-1047 (B),
18=-1073 (B), 19=-1096 (B), 20=-1175 (B), 21=-765
(B), 22=-765 (B), 23=-765 (B), 24=-765 (B), 25=-765
(B), 26=-765 (B)
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 B3 21Common Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
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ID:fSJrtlTUZSxAyaH8VBfWgiyUACk-9AKqFogbXf8HIRwK2GH6unE8joHwf5uRbbsOlzyW47E
712
=2x4 =2x4
=2x4
1
2
4
5
6
7
3
T1
W1
B1
2-0-0
-2-0-0
6-9-8
6-9-8
6-9-85-5-90-4-5 4-3-13Scale = 1:40.3
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL)-0.09 2-4 >833 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.29 Vert(CT)-0.16 2-4 >490 240
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-P Wind(LL)0.13 2-4 >585 240
BCDL 7.0 Weight: 28 lb FT = 0%
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, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=537/0-3-8, (min. 0-1-8), 4=287/
Mechanical, (min. 0-1-8)
Max Horiz 2=121 (LC 13)
Max Uplift 2=-134 (LC 14), 4=-77 (LC 11)
Max Grav 2=563 (LC 19), 4=362 (LC 19)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 3-4=-316/129
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) -2-0-14 to
0-11-2, Interior (1) 0-11-2 to 6-7-12 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=1.00
3)Unbalanced snow loads have been considered for this
design.
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)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
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 77 lb uplift at joint
4 and 134 lb uplift at joint 2.
9)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 B4 14Jack-Closed Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:47
Page: 1
ID:tqNe6ZXKzI8cneNO4L2ptUyW4ez-9AKqFogbXf8HIRwK2GH6unE9MoQIfGSRbbsOlzyW47E
712
=3x6 =3x8
=4x4
=4x4 =2x4
1
7 5 8
4
2
6
3
T1 W3
B1
W1 W2
3-5-13
3-5-13
3-3-11
6-9-8
3-3-11
6-9-8
3-5-13
3-5-134-3-130-4-5 4-3-13Scale = 1:44.4
Plate Offsets (X, Y):[2:0-1-0,0-1-12], [4:0-1-12,0-2-0], [5:0-4-12,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL)-0.04 1-5 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.70 Vert(CT)-0.06 1-5 >999 240
TCDL 7.0 Rep Stress Incr NO WB 0.73 Horz(CT)0.01 4 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-P Wind(LL)0.02 1-5 >999 240
BCDL 7.0 Weight: 37 lb FT = 0%
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* W1:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-0-8 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)1=1959/0-3-8, (min. 0-2-2),
4=2107/ Mechanical, (min. 0-1-8)
Max Horiz 1=105 (LC 22)
Max Uplift 1=-414 (LC 10), 4=-460 (LC 7)
Max Grav 1=1971 (LC 14), 4=2154 (LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-2557/530
BOT CHORD 1-7=-476/2157, 5-7=-476/2157,
5-8=-476/2157, 4-8=-476/2157
WEBS 2-5=-509/2309, 2-4=-2549/569
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; porch left and right
exposed; 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=1.00
3)Unbalanced snow loads have been considered for this
design.
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
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6)Refer to girder(s) for truss to truss connections.
7)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 414 lb uplift at joint
1 and 460 lb uplift at joint 4.
8)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
9)Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 1143
lb down and 244 lb up at 1-6-12, and 1143 lb down and
244 lb up at 3-6-12, and 1143 lb down and 244 lb up at
5-6-12 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
10)In the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-3=-84, 1-4=-14
Concentrated Loads (lb)
Vert: 5=-1143 (B), 7=-1143 (B), 8=-1143 (B)
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 B5 11Jack-Closed Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:48
Page: 1
ID:SWDx3Li6gbvdSoR4uHJ5SRyW4el-9AKqFogbXf8HIRwK2GH6unEHWoKrf5?RbbsOlzyW47E
712
=4x4
=2x4
=7x8
=4x4
=5x6 =3x8
=3x8 =4x4
=7x8 =2x4
=4x4
1 9
2
13 12 11 16 10
8
3 7
5 1514 64
T1
T2
T1
B1 B2
W1
W2 W3 W4 W3 W2
W5
2-0-0
26-0-0
2-0-0
-2-0-0
4-0-0
16-0-0
4-0-0
12-0-0
3-5-12
19-5-12
3-7-8
8-0-0
4-4-8
4-4-8
4-6-4
24-0-0
4-1-12
16-1-12
4-1-12
12-0-0
7-10-4
24-0-0
7-10-4
7-10-46-2-10-4-5
0-1-12
4-10-94-10-90-1-125-0-5Scale = 1:54.7
Plate Offsets (X, Y):[4:0-2-0,0-1-12], [6:0-2-0,0-1-12], [10:0-4-0,0-4-12], [11:0-4-12,0-1-8], [13:0-4-0,0-4-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL)-0.13 11-13 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.36 Vert(CT)-0.17 11-13 >999 240
TCDL 7.0 Rep Stress Incr NO WB 0.51 Horz(CT)0.05 8 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.06 11-13 >999 240
BCDL 7.0 Weight: 274 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x6 DF 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-9-9 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 4-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size)2=3163/0-3-8, (min. 0-1-15),
8=3161/0-3-8, (min. 0-1-15)
Max Horiz 2=-91 (LC 8)
Max Uplift 2=-693 (LC 10), 8=-693 (LC 10)
Max Grav 2=3616 (LC 27), 8=3614 (LC 27)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-5808/1123, 3-4=-5317/1118,
4-14=-4502/974, 5-14=-4507/973,
5-15=-4503/972, 6-15=-4498/973,
6-7=-5306/1118, 7-8=-5792/1121
BOT CHORD 2-13=-883/4842, 12-13=-968/5343,
11-12=-968/5343, 11-16=-968/5343,
10-16=-968/5343, 8-10=-881/4824
WEBS 3-13=-413/99, 4-13=-506/2307,
5-13=-1243/207, 5-11=-221/1072,
5-10=-1249/208, 6-10=-507/2303,
7-10=-407/98
NOTES
1)2-ply truss to be connected together with 10d (0.131"x3")
nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0
oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc.
Web connected as follows: 2x4 - 1 row at 0-9-0 oc,
Except member 4-13 2x4 - 1 row at 0-7-0 oc, Except
member 6-10 2x4 - 1 row at 0-7-0 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)Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; porch left and right
exposed; Lumber DOL=1.60 plate grip DOL=1.60
4)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; Ct=1.00
5)Unbalanced snow loads have been considered for this
design.
6)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.
7)Provide adequate drainage to prevent water ponding.
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
3-06-00 tall by 2-00-00 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 693 lb uplift at joint
2 and 693 lb uplift at joint 8.
11)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
12)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
13)Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 1164
lb down and 255 lb up at 8-0-0, 433 lb down and 85 lb
up at 10-0-12, 433 lb down and 85 lb up at 12-0-0, and
433 lb down and 85 lb up at 13-11-4, and 1164 lb down
and 255 lb up at 15-11-4 on bottom chord. The design/
selection of such connection device(s) is the
responsibility of others.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-4=-84, 4-6=-84, 6-9=-84, 2-8=-14
Concentrated Loads (lb)
Vert: 12=-433 (B), 13=-1164 (B), 11=-433 (B),
10=-1164 (B), 16=-433 (B)
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 C1 21Hip Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:48
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ID:1Rf30jLu1Lhy3RKQq0IIeyylJuk-dNuCS8gDIyG7wbVXc_pLQ_mQjBlPOclbqFbxHPyW47D
712
=4x4
=2x4
=3x8
=4x4
=3x4
=4x6
=3x4
=2x4
=4x4
81
2
11 10 9
7
2112
2013
631914
1815
541617
T1
T2
T1
B1 B1
W1
W2 W3 W2
W1
2-0-0
-2-0-0
2-0-0
26-0-0
4-0-0
14-0-0
4-9-3
18-9-3
4-9-3
10-0-0
5-2-13
24-0-0
5-2-13
5-2-13
4-3-8
14-1-12
9-10-4
24-0-0
9-10-4
9-10-47-4-10-4-5
0-1-12
6-0-96-0-90-1-126-2-5Scale = 1:53.7
Plate Offsets (X, Y):[4:0-2-0,0-1-12], [5:0-3-0,0-1-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL)-0.23 7-9 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.47 Vert(CT)-0.41 7-9 >700 240
TCDL 7.0 Rep Stress Incr YES WB 0.39 Horz(CT)0.07 7 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.29 7-9 >987 240
BCDL 7.0 Weight: 115 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-10-4 oc purlins, except
2-0-0 oc purlins (5-4-7 max.): 4-5.
BOT CHORD Rigid ceiling directly applied or 8-1-3 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=1348/0-3-8, (min. 0-2-3),
7=1348/0-3-8, (min. 0-2-3)
Max Horiz 2=-109 (LC 12)
Max Uplift 2=-310 (LC 14), 7=-310 (LC 14)
Max Grav 2=2028 (LC 31), 7=2028 (LC 31)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-12=-2628/707, 12-13=-2447/709,
3-13=-2284/725, 3-14=-1931/664,
14-15=-1728/673, 4-15=-1728/682,
4-16=-1489/612, 16-17=-1489/612,
5-17=-1489/612, 5-18=-1727/682,
18-19=-1727/673, 6-19=-1930/664,
6-20=-2284/725, 20-21=-2446/709,
7-21=-2628/707
BOT CHORD 2-11=-545/2083, 10-11=-440/1488,
9-10=-440/1488, 7-9=-563/2083
WEBS 3-11=-690/139, 4-11=-254/468, 5-9=-261/468,
6-9=-691/139
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) -2-0-14 to
0-11-2, Interior (1) 0-11-2 to 10-0-0, Exterior (2) 10-0-0 to
18-2-15, Interior (1) 18-2-15 to 26-0-14 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=1.00
3)Unbalanced snow loads have been considered for this
design.
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)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 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 310 lb uplift at joint
2 and 310 lb uplift at joint 7.
9)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
10)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 C2 11Hip Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:48
Page: 1
ID:VmuWhIBY74q1_P8Rp0CpRfyUAAW-dNuCS8gDIyG7wbVXc_pLQ_mN2BjgOdZbqFbxHPyW47D
712
=3x4 =2x4
=3x4
=3x4 =3x4
=4x6
=3x4
=3x4 =2x4
=3x8
=3x4
91
2
12 1119 20 10
8
13 18
3 7
14 1764
15 16
5
T2
T1
T2
T1
B1 B2
W2
W1
W2
W1
HW2
2-0-0
-2-0-0
2-0-0
26-0-0
5-9-3
17-9-3
5-9-3
12-0-0
6-2-13
6-2-13
6-2-13
24-0-0
7-8-5
15-10-2
8-1-14
24-0-0
8-1-14
8-1-148-6-10-4-57-4-5Scale = 1:56.2
Plate Offsets (X, Y):[2:Edge,0-0-4], [5:0-3-0,0-1-12], [8:Edge,0-0-4], [8:0-0-4,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL)-0.16 10-12 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.34 Vert(CT)-0.20 10-12 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.44 Horz(CT)0.04 8 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.14 8-10 >999 240
BCDL 7.0 Weight: 109 lb FT = 0%
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
WEDGE Right: 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-6-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 8-9-2 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=1348/0-3-8, (min. 0-1-8),
8=1348/0-3-8, (min. 0-1-8)
Max Horiz 2=-128 (LC 12)
Max Uplift 2=-310 (LC 14), 8=-310 (LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-13=-1812/691, 3-13=-1689/714,
3-14=-1566/721, 4-14=-1498/723,
4-15=-1446/731, 5-15=-1430/743,
5-16=-1430/743, 6-16=-1446/731,
6-17=-1498/723, 7-17=-1566/721,
7-18=-1689/714, 8-18=-1812/691
BOT CHORD 2-12=-522/1447, 11-12=-294/962,
11-19=-294/962, 19-20=-294/962,
10-20=-294/962, 8-10=-541/1447
WEBS 5-10=-379/667, 7-10=-539/136,
5-12=-379/667, 3-12=-539/136
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) -2-0-14 to
0-11-2, Interior (1) 0-11-2 to 12-0-0, Exterior (2) 12-0-0 to
15-0-0, Interior (1) 15-0-0 to 26-0-14 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=1.00
3)Unbalanced snow loads have been considered for this
design.
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)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
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
7)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 310 lb uplift at joint
2 and 310 lb uplift at joint 8.
8)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 C3 14Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:49
Page: 1
ID:VmuWhIBY74q1_P8Rp0CpRfyUAAW-5ZRbfUhr3GP_Xl4jAhKazCJYob4w749k3vLVpryW47C
712
=3x4 =2x4
=3x4 =3x4
=4x4
=3x4
=3x4
=2x4
=3x4
7
1
10 916 17 8
6
15
11
2 5
12 4
13 14
3
T1
T2
T3
B1 B2
W2
W1
W2
W1
2-0-0
26-0-0
5-9-3
12-0-0
5-9-3
17-9-3
6-2-13
6-2-13
6-2-13
24-0-0
7-8-5
15-10-2
8-1-14
24-0-0
8-1-14
8-1-148-6-10-4-5 0-4-57-4-5Scale = 1:56.2
Plate Offsets (X, Y):[1:Edge,0-0-4], [3:0-2-0,0-1-12], [6:Edge,0-0-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL)-0.16 8-10 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.37 Vert(CT)-0.21 1-10 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.45 Horz(CT)0.05 6 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.16 1-10 >999 240
BCDL 7.0 Weight: 105 lb FT = 0%
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
4-2-13 oc purlins.
BOT CHORD Rigid ceiling directly applied or 8-5-11 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=1157/ Mechanical, (min. 0-1-8),
6=1361/0-3-8, (min. 0-1-8)
Max Horiz 1=-124 (LC 12)
Max Uplift 1=-251 (LC 14), 6=-315 (LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-11=-1850/731, 2-11=-1737/748,
2-12=-1629/755, 12-13=-1519/757,
3-13=-1489/777, 3-14=-1453/759,
4-14=-1480/746, 4-5=-1590/737,
5-15=-1713/730, 6-15=-1837/708
BOT CHORD 1-10=-567/1520, 9-10=-308/984,
9-16=-308/984, 16-17=-308/984,
8-17=-308/984, 6-8=-555/1466
WEBS 3-8=-377/639, 5-8=-511/137, 3-10=-395/728,
2-10=-585/146
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=32ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-0-12 to
3-3-8, Interior (1) 3-3-8 to 12-0-0, Exterior (2) 12-0-0 to
15-2-12, Interior (1) 15-2-12 to 26-0-14 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=1.00
3)Unbalanced snow loads have been considered for this
design.
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)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
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 251 lb uplift at joint
1 and 315 lb uplift at joint 6.
9)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 C4 13Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:49
Page: 1
ID:Upe9WdkXo_O23mVpuWOadPylJvW-5ZRbfUhr3GP_Xl4jAhKazCJYob4O73sk3vLVpryW47C
712
=3x4
=3x4
=3x4
=4x4
=3x4
=3x4
171
2
29 28 27 2625 24 23 22 21 20 19 18
16
153
144135
126
30 31
117
108
9
T2
T1
T2
T1
B1 B2
ST6
ST5
ST4
ST3
ST2
ST1
ST5
ST4
ST3
ST2
ST1
2-0-0
-2-0-0
2-0-0
26-7-0
12-3-8
12-3-8
12-3-8
24-7-0
24-7-08-8-10-4-57-6-5Scale = 1:55.5
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL)n/a -n/a 999 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.19 Vert(CT)n/a -n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.18 Horz(CT)0.00 16 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S
BCDL 7.0 Weight: 135 lb FT = 0%
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 6-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 24-7-0.
(lb) -Max Horiz 2=-131 (LC 12)
Max Uplift All uplift 100 (lb) or less at joint(s)
2, 16, 19, 20, 21, 22, 24, 26, 27, 28
except 18=-174 (LC 18), 29=-174
(LC 18)
Max Grav All reactions 250 (lb) or less at joint
(s) 18, 19, 20, 23, 27, 28, 29 except
2=530 (LC 18), 16=530 (LC 18),
21=274 (LC 20), 22=304 (LC 20),
24=304 (LC 19), 26=274 (LC 19)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
WEBS 8-24=-276/56, 10-22=-276/56
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=25ft; eave=2ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Corner (3) -2-0-14 to
0-11-2, Exterior (2) 0-11-2 to 12-3-8, Corner (3) 12-3-8 to
15-3-8, Exterior (2) 15-3-8 to 26-7-14 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=1.00
4)Unbalanced snow loads have been considered for this
design.
5)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.
6)All plates are 2x4 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing.
8)Gable studs spaced at 2-0-0 oc.
9)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
10)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
11)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint
(s) 2, 24, 26, 27, 28, 22, 21, 20, 19, 16 except (jt=lb)
29=173, 18=173.
12)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 D1G 11Common Supported Gable Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:49
Page: 1
ID:9L8UmDYlH_Tvzss?0bDc6myUAA3-5ZRbfUhr3GP_Xl4jAhKazCJZxb7K786k3vLVpryW47C
712
=3x4 =2x4
=3x4
=3x4 =3x4
=4x6
=3x4
=3x4
=2x4
=3x4
91
2
12 11 19 10
81813
3 7
14 1746
15 16
5
T2
T1
T2
T1
B1 B2
W2
W1
W2
W1
2-0-0
-2-0-0
2-0-0
26-7-0
5-10-15
18-2-7
5-10-15
12-3-8
6-4-9
6-4-9
6-4-9
24-7-0
7-10-10
16-2-13
8-4-3
8-4-3
8-4-3
24-7-08-8-10-4-57-6-5Scale = 1:56.9
Plate Offsets (X, Y):[2:Edge,0-0-4], [5:0-3-0,0-1-12], [8:Edge,0-0-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL)-0.17 10-12 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.35 Vert(CT)-0.22 10-12 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.46 Horz(CT)0.04 8 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.14 8-10 >999 240
BCDL 7.0 Weight: 111 lb FT = 0%
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
4-4-3 oc purlins.
BOT CHORD Rigid ceiling directly applied or 8-9-4 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=1376/0-5-8, (min. 0-1-8),
8=1376/0-5-8, (min. 0-1-8)
Max Horiz 2=-131 (LC 12)
Max Uplift 2=-317 (LC 14), 8=-317 (LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-13=-1830/691, 3-13=-1704/715,
3-14=-1580/722, 4-14=-1506/724,
4-15=-1453/732, 5-15=-1441/745,
5-16=-1441/745, 6-16=-1453/732,
6-17=-1506/724, 7-17=-1580/722,
7-18=-1704/715, 8-18=-1830/691
BOT CHORD 2-12=-519/1458, 11-12=-293/972,
11-19=-293/972, 10-19=-293/972,
8-10=-539/1458
WEBS 5-10=-379/668, 7-10=-538/134,
5-12=-379/668, 3-12=-538/134
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) -2-0-14 to
0-11-2, Interior (1) 0-11-2 to 12-3-8, Exterior (2) 12-3-8 to
15-3-8, Interior (1) 15-3-8 to 26-7-14 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=1.00
3)Unbalanced snow loads have been considered for this
design.
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)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
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
7)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 317 lb uplift at joint
2 and 317 lb uplift at joint 8.
8)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 D2 11Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:50
Page: 1
ID:SQXigoQTewDKmK54QV2GifyUAAD-Zl?ztqiTpaXr9vfvkPrpVPsis?Q?sW4uHY42MIyW47B
712
=3x4
=3x4
=4x4
=4x4
=2x4
=5x8 =2x4
=5x8
=6x8
=2x4
=3x4
1
2
13 1211
8
714
10 9
6
19
3 51815
1716
4
T1
T3
T2
B1 B5
B2
B3 B4
W1 W3 W4 W5
W2
0-3-9
24-7-0
2-0-0
-2-0-0
5-2-12
17-6-4
5-10-15
12-3-8
6-4-9
6-4-9
6-9-3
24-3-7
0-2-4
12-7-8
2-1-15
24-3-7
4-9-0
17-4-8
4-9-0
22-1-8
6-0-11
12-5-4
6-4-9
6-4-98-8-10-4-5 0-6-61-0-07-6-5Scale = 1:71.3
Plate Offsets (X, Y):[2:0-2-4,0-1-8], [3:0-1-12,0-1-8], [5:0-2-12,0-1-12], [7:0-2-0,Edge], [10:0-2-12,0-2-8], [13:0-2-0,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 1.00 Vert(LL)-0.35 6-9 >817 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.71 Vert(CT)-0.50 6-9 >576 240
TCDL 7.0 Rep Stress Incr YES WB 0.69 Horz(CT)0.37 7 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.22 6-9 >999 240
BCDL 7.0 Weight: 125 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
*Except* T3:2x6 DF 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
*Except* B2,B4:2x4 DF Stud/Std
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 7-1-13 oc
bracing. Except:
10-0-0 oc bracing: 10-12
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1373/0-5-8, (min. 0-1-8),
7=1161/0-5-8, (min. 0-1-8)
Max Horiz 2=203 (LC 13)
Max Uplift 2=-315 (LC 14), 7=-251 (LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-14=-1840/718, 3-14=-1711/742,
3-15=-1432/587, 15-16=-1308/597,
4-16=-1291/609, 4-17=-1297/628,
17-18=-1423/608, 5-18=-1436/606,
5-19=-2058/880, 6-19=-2110/862,
6-7=-737/294
BOT CHORD 2-13=-724/1459, 4-10=-541/927,
9-10=-827/1924, 6-9=-816/1922
WEBS 3-10=-464/224, 5-10=-1063/446,
10-13=-626/1369
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) -2-0-14 to
0-11-2, Interior (1) 0-11-2 to 12-3-8, Exterior (2) 12-3-8 to
15-3-8, Interior (1) 15-3-8 to 24-0-11 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=1.00
3)Unbalanced snow loads have been considered for this
design.
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)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
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
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 251 lb uplift at joint
7 and 315 lb uplift at joint 2.
9)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 D3 11Roof Special Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:50
Page: 1
ID:SnArWsSod1wGTO5Qvr3CeayUA8u-Zl?ztqiTpaXr9vfvkPrpVPscZ?KLsTTuHY42MIyW47B
712
=3x4
=3x4
=4x4
=4x4
=2x4
=5x8 =2x4
=5x8
=6x8
=2x4
=4x4
1
12 1110
7
698
5
13 18
2 41714
1615
3
T1
T2
T3
B1 B5
B2
B3 B4
W1 W3 W4
W2
W5
HW2
5-2-12
17-6-4
5-10-15
12-3-8
6-4-9
6-4-9
6-8-4
24-2-8
0-2-4
12-7-8
2-1-0
24-2-8
4-9-0
22-1-8
4-9-0
17-4-8
6-0-11
12-5-4
6-4-9
6-4-9
0-4-5 0-6-151-0-07-6-5Scale = 1:67.4
Plate Offsets (X, Y):[2:0-1-12,0-1-8], [4:0-3-0,Edge], [5:0-4-0,0-2-10], [6:0-1-12,Edge], [9:0-2-4,0-2-8], [12:0-2-0,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL)-0.32 5-8 >889 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.65 Vert(CT)-0.46 5-8 >626 240
TCDL 7.0 Rep Stress Incr YES WB 0.66 Horz(CT)0.34 6 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.20 5-8 >999 240
BCDL 7.0 Weight: 122 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
*Except* T3:2x6 DF 2400F 2.0E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
*Except* B2,B4:2x4 DF Stud/Std
WEBS 2x4 DF Stud/Std
WEDGE Right: 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-9-3 oc purlins.
BOT CHORD Rigid ceiling directly applied or 7-1-7 oc
bracing. Except:
10-0-0 oc bracing: 9-11
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)1=1174/0-5-8, (min. 0-1-8), 6=1174/
Mechanical, (min. 0-1-8)
Max Horiz 1=169 (LC 13)
Max Uplift 1=-253 (LC 14), 6=-256 (LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-13=-1901/752, 2-13=-1769/768,
2-14=-1464/605, 14-15=-1341/615,
3-15=-1320/628, 3-16=-1328/639,
16-17=-1427/620, 4-17=-1465/618,
4-18=-2089/891, 5-18=-2137/873,
5-6=-714/284
BOT CHORD 1-12=-743/1525, 3-9=-554/962,
8-9=-846/1949, 5-8=-836/1948
WEBS 2-9=-512/234, 4-9=-1025/454,
9-12=-645/1439
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-2-12 to
3-2-12, Interior (1) 3-2-12 to 12-3-8, Exterior (2) 12-3-8
to 15-3-8, Interior (1) 15-3-8 to 24-1-12 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=1.00
3)Unbalanced snow loads have been considered for this
design.
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
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6)Refer to girder(s) for truss to truss connections.
7)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 253 lb uplift at joint
1 and 256 lb uplift at joint 6.
8)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 D4 13Roof Special Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:50
Page: 1
ID:Nd?z1Y?CQLgICwGi7zuQPSylK0w-Zl?ztqiTpaXr9vfvkPrpVPsfQ?LEsTruHY42MIyW47B
712
=3x4 =2x4
=3x4 =3x4
=4x4
=3x4 =2x4
=4x6
1
8 715 16 6
5
9 14
2 4
1310
11 12
3
T1 T2
B1 B2
W2
W1
W2
W1
HW2
5-10-15
12-3-8
5-10-15
18-2-7
6-0-1
24-2-8
6-4-9
6-4-9
7-10-10
16-2-13
7-11-11
24-2-8
8-4-3
8-4-3
0-4-5 0-6-157-6-5Scale = 1:53
Plate Offsets (X, Y):[3:0-2-0,0-1-12], [5:0-3-0,0-0-13]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL)-0.16 6-8 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.37 Vert(CT)-0.21 1-8 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.47 Horz(CT)0.05 5 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.16 1-8 >999 240
BCDL 7.0 Weight: 104 lb FT = 0%
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
WEDGE Right: 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-2-15 oc purlins.
BOT CHORD Rigid ceiling directly applied or 8-5-0 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=1172/0-5-8, (min. 0-1-8), 5=1172/
Mechanical, (min. 0-1-8)
Max Horiz 1=-113 (LC 12)
Max Uplift 1=-256 (LC 14), 5=-256 (LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-9=-1849/722, 2-9=-1744/739,
2-10=-1626/746, 10-11=-1500/756,
3-11=-1482/769, 3-12=-1460/759,
12-13=-1477/746, 4-13=-1603/736,
4-14=-1713/728, 5-14=-1821/711
BOT CHORD 1-8=-577/1506, 7-8=-324/985,
7-15=-324/985, 15-16=-324/985,
6-16=-324/985, 5-6=-563/1470
WEBS 3-6=-371/652, 4-6=-511/127, 3-8=-389/687,
2-8=-543/139
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-2-12 to
3-2-12, Interior (1) 3-2-12 to 12-3-8, Exterior (2) 12-3-8
to 15-3-8, Interior (1) 15-3-8 to 24-1-12 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=1.00
3)Unbalanced snow loads have been considered for this
design.
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
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
6)Refer to girder(s) for truss to truss connections.
7)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 256 lb uplift at joint
1 and 256 lb uplift at joint 5.
8)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 D5 11Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:51
Page: 1
ID:SnArWsSod1wGTO5Qvr3CeayUA8u-1yZL4Aj6atfin2E5H6M22dOubPmubz61WCqcukyW47A
712
=4x4
=3x4 =3x4
=4x4
=4x4
=3x8
=4x4
=3x4 =4x4
7111
10 9
8
62
3732
533336
34 35
4
T1 T1
W1 W1
B1 B2
W4
W3W3W2 W2
ST5
ST6
ST3
ST4
ST2
ST1
ST5
ST6
ST3
ST4
ST2
ST1
2-0-0
20-6-0
2-0-0
-2-0-0
4-5-12
9-3-0
4-5-12
13-8-12
4-9-4
4-9-4
4-9-4
18-6-0
9-3-0
9-3-0
9-3-0
18-6-06-10-131-4-56-9-1Scale = 1:53.5
Plate Offsets (X, Y):[2:0-3-4,Edge], [6:0-3-4,Edge], [8:0-1-12,0-1-8], [11:0-1-12,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.97 Vert(LL)-0.12 8-9 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.41 Vert(CT)-0.21 8-9 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.62 Horz(CT)0.02 8 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.16 8-9 >999 240
BCDL 7.0 Weight: 133 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 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)8=1079/0-3-8, (min. 0-1-8),
11=1079/0-3-8, (min. 0-1-8)
Max Horiz 11=-132 (LC 12)
Max Uplift 8=-252 (LC 14), 11=-252 (LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 3-33=-832/432, 33-34=-813/439,
4-34=-729/451, 4-35=-729/451,
35-36=-813/439, 5-36=-832/432,
2-11=-401/197, 6-8=-401/197
BOT CHORD 10-11=-291/771, 9-10=-291/771,
8-9=-274/771
WEBS 4-9=-364/370, 5-9=-266/65, 3-9=-266/65,
3-11=-992/294, 5-8=-992/294
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) -2-0-14 to
0-11-2, Interior (1) 0-11-2 to 9-3-0, Exterior (2) 9-3-0 to
12-3-0, Interior (1) 12-3-0 to 20-6-14 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=1.00
4)Unbalanced snow loads have been considered for this
design.
5)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.
6)All plates are 2x4 MT20 unless otherwise indicated.
7)Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
8)Gable studs spaced at 2-0-0 oc.
9)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
10)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
11)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 252 lb uplift at joint
11 and 252 lb uplift at joint 8.
12)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 E1G 11Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:51
Page: 1
ID:XqowCVHV3Qyr4b8RF3HcGQyUA6X-1yZL4Aj6atfin2E5H6M22dOnoPlDbxi1WCqcukyW47A
712
=4x4
=3x4 =3x4
=4x4
=4x4
=3x8
=4x4
=3x4 =4x4
7111
10 9
8
62
1712
531316
14 15
4
T1 T1
W1 W1
B1 B2
W4
W3W3W2 W2
2-0-0
20-6-0
2-0-0
-2-0-0
4-5-12
9-3-0
4-5-12
13-8-12
4-9-4
4-9-4
4-9-4
18-6-0
9-3-0
9-3-0
9-3-0
18-6-06-10-131-4-56-9-1Scale = 1:52.6
Plate Offsets (X, Y):[2:0-3-4,Edge], [6:0-3-4,Edge], [8:0-1-12,0-1-8], [11:0-1-12,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.97 Vert(LL)-0.12 8-9 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.41 Vert(CT)-0.21 8-9 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.62 Horz(CT)0.02 8 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.16 8-9 >999 240
BCDL 7.0 Weight: 102 lb FT = 0%
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, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)8=1079/0-3-8, (min. 0-1-8),
11=1079/0-3-8, (min. 0-1-8)
Max Horiz 11=-132 (LC 12)
Max Uplift 8=-252 (LC 14), 11=-252 (LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 3-13=-832/432, 13-14=-813/439,
4-14=-729/451, 4-15=-729/451,
15-16=-813/439, 5-16=-832/432,
2-11=-401/197, 6-8=-401/197
BOT CHORD 10-11=-291/771, 9-10=-291/771,
8-9=-274/771
WEBS 4-9=-364/370, 5-9=-266/65, 3-9=-266/65,
3-11=-992/294, 5-8=-992/294
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) -2-0-14 to
0-11-2, Interior (1) 0-11-2 to 9-3-0, Exterior (2) 9-3-0 to
12-3-0, Interior (1) 12-3-0 to 20-6-14 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=1.00
3)Unbalanced snow loads have been considered for this
design.
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)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
3-06-00 tall by 2-00-00 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 252 lb uplift at joint
11 and 252 lb uplift at joint 8.
8)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 E2 12Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:51
Page: 1
ID:mHJvXmBUyzx_7MXvnN7kxkyUA6f-1yZL4Aj6atfin2E5H6M22dOnoPlDbxi1WCqcukyW47A
712
=2x4
=5x6
=3x4 =4x4
=3x4
=4x4
=3x8
=4x4
=3x4 =4x4
7112
11 10 9
8
62
13 18
531417
15 16
4
T1 T1
W1 W1
B1 B2
W3 W4
W5
W6
W2
W7
2-0-0
20-6-0
2-0-0
-2-0-0
4-5-12
9-3-0
4-5-12
13-8-12
4-9-4
4-9-4
4-9-4
18-6-0
4-9-4
4-9-4
5-4-0
10-1-4
8-4-12
18-6-06-10-131-4-56-9-1Scale = 1:53.6
Plate Offsets (X, Y):[2:0-3-0,0-1-8], [3:0-1-12,0-1-8], [6:0-3-4,Edge], [8:0-1-12,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL)-0.10 8-9 >986 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.26 Vert(CT)-0.17 8-9 >581 240
TCDL 7.0 Rep Stress Incr YES WB 0.35 Horz(CT)0.00 8 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.13 8-9 >743 240
BCDL 7.0 Weight: 105 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except* W1:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)8=524/0-3-8, (min. 0-1-8),
9=1011/0-5-8, (min. 0-1-8),
12=622/0-5-8, (min. 0-1-8)
Max Horiz 12=-132 (LC 12)
Max Uplift 8=-138 (LC 14), 9=-208 (LC 14),
12=-158 (LC 14)
Max Grav 8=574 (LC 20), 9=1011 (LC 1),
12=678 (LC 19)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-13=-465/156, 3-13=-289/174,
2-12=-645/225, 6-8=-373/182
BOT CHORD 9-10=-77/322
WEBS 3-9=-438/222, 4-9=-455/41, 5-9=-395/127,
2-10=-83/367, 5-8=-265/74
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) -2-0-14 to
0-11-2, Interior (1) 0-11-2 to 9-3-0, Exterior (2) 9-3-0 to
12-3-0, Interior (1) 12-3-0 to 20-6-14 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=1.00
3)Unbalanced snow loads have been considered for this
design.
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)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
3-06-00 tall by 2-00-00 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 158 lb uplift at joint
12, 208 lb uplift at joint 9 and 138 lb uplift at joint 8.
8)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 E3 12Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:52
Page: 1
ID:AWMvJjB2GnccHmF8_9fWdRyUA7x-V87jIWkkLBnZOCoIrqtHbqx3zp7uKSIBlsZ9QAyW479
712
=4x4
=3x4
=7x8
=3x4
=6x8
=4x4
=3x8
=3x4
=7x8
=3x4
=4x4
11
14 15 10 16 9 8 17 7
6
18 19
51
42
1312
3
T1 T1
W1 W1
B1 B2
W5
W6 W3W4W3
W2 W2
4-9-4
4-9-4
4-5-12
9-3-0
4-5-12
13-8-12
4-9-4
18-6-0
3-7-8
13-8-12
4-9-4
4-9-4
4-9-4
18-6-0
5-4-0
10-1-4
1-4-56-9-1Scale = 1:50
Plate Offsets (X, Y):[1:0-1-12,0-1-8], [2:0-1-0,0-1-8], [4:0-1-4,0-1-8], [5:0-1-12,0-1-8], [6:0-2-0,0-0-12], [7:0-3-8,0-4-12], [10:0-3-8,0-4-12], [11:0-2-0,0-0-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL)-0.05 8-10 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.56 Vert(CT)-0.07 8-10 >999 240
TCDL 7.0 Rep Stress Incr NO WB 0.74 Horz(CT)0.01 6 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.03 8-10 >999 240
BCDL 7.0 Weight: 230 lb FT = 0%
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* W1:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size)6=2792/0-5-8, (min. 0-1-8),
8=7452/0-5-8, (min. 0-4-0),
11=2618/0-5-8, (min. 0-1-8)
Max Horiz 11=-109 (LC 8)
Max Uplift 6=-540 (LC 10), 8=-1525 (LC 10),
11=-518 (LC 10)
Max Grav 6=2832 (LC 15), 8=7452 (LC 1),
11=2655 (LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-2580/501, 2-12=-188/897,
3-12=-178/1034, 3-13=-201/1251,
4-13=-215/1107, 4-5=-1255/228,
1-11=-1820/344, 5-6=-877/150
BOT CHORD 11-14=-133/436, 14-15=-133/436,
10-15=-133/436, 10-16=-418/2153,
9-16=-418/2153, 8-9=-418/2153,
8-17=-162/1012, 7-17=-162/1012,
7-18=-94/486, 18-19=-94/486, 6-19=-94/486
WEBS 3-8=-1417/238, 4-8=-2873/611,
4-7=-578/2795, 2-8=-3592/762,
2-10=-697/3354, 1-10=-311/1767,
5-7=-71/545
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.
Web connected as follows: 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)Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; porch left and right
exposed; Lumber DOL=1.60 plate grip DOL=1.60
4)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; Ct=1.00
5)Unbalanced snow loads have been considered for this
design.
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
3-06-00 tall by 2-00-00 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 518 lb uplift at joint
11, 1525 lb uplift at joint 8 and 540 lb uplift at joint 6.
9)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
10)Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 1378
lb down and 274 lb up at 1-11-12, 1378 lb down and 274
lb up at 3-11-12, 1378 lb down and 274 lb up at
5-11-12, 1378 lb down and 274 lb up at 7-11-12, 1378 lb
down and 274 lb up at 11-11-12, 1378 lb down and 274
lb up at 13-11-12, and 1381 lb down and 274 lb up at
15-11-12, and 1429 lb down and 276 lb up at 17-11-12
on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-3=-84, 3-5=-84, 6-11=-14
Concentrated Loads (lb)
Vert: 9=-1378 (B), 7=-1378 (B), 14=-1378 (B),
15=-1378 (B), 16=-1378 (B), 17=-1378 (B), 18=-1381
(B), 19=-1429 (B)
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 E4 21Common Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:52
Page: 1
ID:iPvENd?4UM26q3t0PkMDqayUA6u-V87jIWkkLBnZOCoIrqtHbqx7qp37KM7BlsZ9QAyW479
712
=3x4
=3x4 =4x6
=4x4
=3x8
=4x4
=4x4
=3x4 =3x4
11
10 9
8
71
62
3126
533027
2928
4
T1 T1
W1 W1
B1 B2
W4
W3W3W2 W2
ST3
ST4
ST2
ST1
ST3
ST4
ST2
ST1
1-6-0
19-2-0
1-6-0
-1-6-0
4-3-4
13-1-4
4-3-4
8-10-0
4-6-12
4-6-12
4-6-12
17-8-0
8-10-0
8-10-0
8-10-0
17-8-0
1-4-56-6-2Scale = 1:55
Plate Offsets (X, Y):[8:0-1-12,0-1-8], [10:0-3-0,0-1-4], [11:0-1-12,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL)-0.10 8-9 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.38 Vert(CT)-0.17 8-9 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.52 Horz(CT)0.02 8 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.14 8-9 >999 240
BCDL 7.0 Weight: 122 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 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)8=996/0-3-8, (min. 0-1-8),
11=996/0-3-8, (min. 0-1-8)
Max Horiz 11=-123 (LC 12)
Max Uplift 8=-230 (LC 14), 11=-230 (LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 3-27=-800/422, 27-28=-741/426,
4-28=-702/439, 4-29=-702/439,
29-30=-741/426, 5-30=-800/422,
2-11=-365/182, 6-8=-365/182
BOT CHORD 10-11=-293/743, 9-10=-293/743,
8-9=-280/743
WEBS 4-9=-356/362, 5-9=-255/65, 3-9=-255/65,
3-11=-897/274, 5-8=-897/274
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) -1-6-14 to
1-5-2, Interior (1) 1-5-2 to 8-10-0, Exterior (2) 8-10-0 to
11-10-0, Interior (1) 11-10-0 to 19-2-14 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=1.00
4)Unbalanced snow loads have been considered for this
design.
5)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.
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
3-06-00 tall by 2-00-00 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 230 lb uplift at joint
11 and 230 lb uplift at joint 8.
11)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 F1G 11Common Structural Gable Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:52
Page: 1
ID:m7av_CTMKlODQ6IZO0_VdjzBc4z-V87jIWkkLBnZOCoIrqtHbqx3Ep62KPYBlsZ9QAyW479
712
=3x4
=3x4 =3x4
=4x4
=3x8
=4x4
=4x4
=3x4 =3x4
11
10 9
8
71
62
1712
531613
1514
4
T1 T1
W1 W1
B1 B2
W4
W3W3W2 W2
1-6-0
19-2-0
1-6-0
-1-6-0
4-3-4
13-1-4
4-3-4
8-10-0
4-6-12
4-6-12
4-6-12
17-8-0
8-10-0
8-10-0
8-10-0
17-8-0
1-4-56-6-2Scale = 1:54
Plate Offsets (X, Y):[8:0-1-12,0-1-8], [11:0-1-12,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL)-0.10 8-9 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.38 Vert(CT)-0.17 8-9 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.52 Horz(CT)0.02 8 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.14 8-9 >999 240
BCDL 7.0 Weight: 96 lb FT = 0%
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, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)8=996/0-3-8, (min. 0-1-8),
11=996/0-3-8, (min. 0-1-8)
Max Horiz 11=-123 (LC 12)
Max Uplift 8=-230 (LC 14), 11=-230 (LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 3-13=-800/422, 13-14=-741/426,
4-14=-702/439, 4-15=-702/439,
15-16=-741/426, 5-16=-800/422,
2-11=-365/182, 6-8=-365/182
BOT CHORD 10-11=-293/743, 9-10=-293/743,
8-9=-280/743
WEBS 4-9=-356/362, 5-9=-255/65, 3-9=-255/65,
3-11=-897/274, 5-8=-897/274
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) -1-6-14 to
1-5-2, Interior (1) 1-5-2 to 8-10-0, Exterior (2) 8-10-0 to
11-10-0, Interior (1) 11-10-0 to 19-2-14 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=1.00
3)Unbalanced snow loads have been considered for this
design.
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)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
3-06-00 tall by 2-00-00 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 230 lb uplift at joint
11 and 230 lb uplift at joint 8.
8)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 F2 15Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:53
Page: 1
ID:75No1vXV9H1WXtBXBZZgKmzBc4u-_Kh5VrkM6VvQ0MNUPXOW72UE_CSH3soKzWJiycyW478
712
=2x4
=3x4 =3x4
=4x4
=3x8
=4x4
=4x4
=3x4 =2x4
9
8 7
6
51
1510
42
11 141213
3
T1 T1
W1 W1
B1 B2
W4
W3W3W2 W2
4-6-12
4-6-12
4-3-4
8-10-0
4-3-4
13-1-4
4-6-12
17-8-0
8-10-0
8-10-0
8-10-0
17-8-0
1-4-56-6-2Scale = 1:47.4
Plate Offsets (X, Y):[6:0-1-12,0-1-8], [9:0-1-12,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL)-0.10 6-7 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.38 Vert(CT)-0.17 6-7 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.52 Horz(CT)0.02 6 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.14 7-9 >999 240
BCDL 7.0 Weight: 92 lb FT = 0%
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, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)6=851/0-5-8, (min. 0-1-8),
9=851/0-5-8, (min. 0-1-8)
Max Horiz 9=-108 (LC 12)
Max Uplift 6=-186 (LC 14), 9=-186 (LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-11=-825/429, 11-12=-766/433,
3-12=-723/445, 3-13=-723/445,
13-14=-766/433, 4-14=-825/429
BOT CHORD 8-9=-338/783, 7-8=-338/783, 6-7=-334/783
WEBS 3-7=-366/396, 4-7=-267/71, 2-7=-267/71,
2-9=-892/298, 4-6=-892/297
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-1-12 to
3-1-12, Interior (1) 3-1-12 to 8-10-0, Exterior (2) 8-10-0
to 11-10-0, Interior (1) 11-10-0 to 17-6-4 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=1.00
3)Unbalanced snow loads have been considered for this
design.
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
3-06-00 tall by 2-00-00 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 186 lb uplift at joint
9 and 186 lb uplift at joint 6.
7)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 F3 12Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:53
Page: 1
ID:i6xjIO_CjkETndU7SHppn1ylJxm-_Kh5VrkM6VvQ0MNUPXOW72UHaCSH3srKzWJiycyW478
7 12
=2x4 =2x4 =3x4
1
2
4
5
3
T1 W1
B1
1-0-0
-1-0-0
2-0-0
2-0-0
2-0-02-1-1 0-4-5
1-6-5
Scale = 1:44.7
Plate Offsets (X, Y):[3:0-2-0,0-1-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL)0.00 2-4 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.02 Vert(CT)0.00 2-4 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-P Wind(LL)0.00 2-4 >999 240
BCDL 7.0 Weight: 9 lb FT = 0%
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
2-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=210/0-3-8, (min. 0-1-8), 3=61/
Mechanical, (min. 0-1-8)
Max Horiz 2=38 (LC 11)
Max Uplift 2=-58 (LC 14), 3=-26 (LC 18)
Max Grav 2=247 (LC 18), 3=65 (LC 19)
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)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 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=1.00
3)Unbalanced snow loads have been considered for this
design.
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)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
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 58 lb uplift at joint
2 and 26 lb uplift at joint 3.
9)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
10)Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 G1 17Jack-Closed Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:53
Page: 1
ID:2xXoQKgEOgW2bLjVD9lOqpyW4eo-_Kh5VrkM6VvQ0MNUPXOW72UKSCXt3_xKzWJiycyW478
13.8912
=3x4 =3x4
=3x4
=3x4
1
20 19 18 17 1615 14 13 12
11
102
2421
93
22 23
84
75
6
T1 T1
B1 B2
ST1
ST2
ST3
ST4
ST1
ST2
ST3
ST4
0-2-15
16-3-9
7-10-13
16-0-10
8-1-13
8-1-13
16-3-99-5-70-0-49-1-13Scale = 1:61.4
Plate Offsets (X, Y):[6:Edge,0-3-1]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL)n/a -n/a 999 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.02 Vert(TL)n/a -n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.13 Horiz(TL)0.00 11 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S
BCDL 7.0 Weight: 111 lb FT = 0%
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 5-16, 7-15
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 16-3-9.
(lb) -Max Horiz 1=-174 (LC 10)
Max Uplift All uplift 100 (lb) or less at joint(s)
1, 11, 12, 13, 14, 16, 17, 18, 20
Max Grav All reactions 250 (lb) or less at joint
(s) 1, 11, 12, 13, 14, 15, 16, 17, 18,
20
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)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-3-13 to
3-3-13, Interior (1) 3-3-13 to 8-2-0, Exterior (2) 8-2-0 to
11-2-0, Interior (1) 11-2-0 to 16-0-3 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=1.00
3)All plates are 2x4 MT20 unless otherwise indicated.
4)Gable requires continuous bottom chord bearing.
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
3-06-00 tall by 2-00-00 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) 1, 11, 20, 18, 17, 16, 12, 13, 14.
8)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 XFA 11Lay-In Gable Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:53
Page: 1
ID:W75Aeghs8_evDUHhnsGdN0yW4en-_Kh5VrkM6VvQ0MNUPXOW72UMlCXu3yrKzWJiycyW478
13.8912
=3x4 =3x4
=4x4
=3x4
1
21 20 19 18 17 16 15 14 13 12
11
102
2522
93
842324
75
6
T1 T1
B1 B2
ST1
ST2
ST3
ST4
ST1
ST2
ST3
ST4
ST5
0-2-15
18-8-9
9-1-5
18-5-10
9-4-5
9-4-5
18-8-910-10-40-0-410-6-9Scale = 1:66.1
Plate Offsets (X, Y):[7:0-0-0,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL)n/a -n/a 999 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.02 Vert(TL)n/a -n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.14 Horiz(TL)0.00 11 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S
BCDL 7.0 Weight: 133 lb FT = 0%
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 5-17, 7-15, 6-16
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 18-8-9.
(lb) -Max Horiz 1=-201 (LC 10)
Max Uplift All uplift 100 (lb) or less at joint(s)
11, 12, 13, 14, 15, 16, 17, 18, 19,
21 except 1=-108 (LC 10)
Max Grav All reactions 250 (lb) or less at joint
(s) 1, 11, 12, 13, 14, 15, 16, 17, 18,
19, 21
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)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-3-13 to
3-3-13, Interior (1) 3-3-13 to 9-4-8, Exterior (2) 9-4-8 to
12-4-8, Interior (1) 12-4-8 to 18-5-3 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=1.00
3)All plates are 2x4 MT20 unless otherwise indicated.
4)Gable requires continuous bottom chord bearing.
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
3-06-00 tall by 2-00-00 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) 11, 21, 19, 18, 17, 12, 13, 14, 15, 16 except (jt=lb)
1=107.
8)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 XFB 11Lay-In Gable Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
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Page: 1
ID:W75Aeghs8_evDUHhnsGdN0yW4en-SWFUjBl_to1HeWygzFvlgF0Xact4oO4TCA2GV3yW477
13.8912
=2x4 =2x4 =2x4
=2x4
=4x4
=2x4 =2x4
=2x4
1
8 7 6
5
129
2 4
10 11
3
T1 T1
B1
ST1 ST1
ST2
0-2-15
7-11-9
3-8-13
7-8-10
3-11-13
3-11-13
7-11-94-7-90-0-44-3-14Scale = 1:43.9
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL)n/a -n/a 999 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.01 Vert(TL)n/a -n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.05 Horiz(TL)0.00 5 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-P
BCDL 7.0 Weight: 36 lb FT = 0%
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 7-11-9.
(lb) -Max Horiz 1=-82 (LC 10)
Max Uplift All uplift 100 (lb) or less at joint(s)
1, 5, 6, 8
Max Grav All reactions 250 (lb) or less at joint
(s) 1, 5, 6, 7, 8
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)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-3-13 to
3-3-13, Interior (1) 3-3-13 to 4-0-0, Exterior (2) 4-0-0 to
7-0-0, Interior (1) 7-0-0 to 7-8-3 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=1.00
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
3-06-00 tall by 2-00-00 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) 1, 5, 8, 6.
7)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 XFC 11Lay-In Gable Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:54
Page: 1
ID:_KfYr?iUvInmresuLansvEyW4em-SWFUjBl_to1HeWygzFvlgF0XWctAoQMTCA2GV3yW477
4.9512
=3x4 =2x4
=3x4
=4x4 =4x4
1
2
12 8 13
7
6
9
103
11
45
T1
W3
B1
W1 W2
2-9-15
-2-9-15
5-5-2
11-3-0
5-9-14
5-9-14
0-2-8
11-3-0
5-2-10
11-0-8
5-9-14
5-9-146-1-80-4-5 5-0-0Scale = 1:52.5
Plate Offsets (X, Y):[2:0-0-6,Edge]
Loading (psf)Spacing 1-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL)0.04 2-8 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.32 Vert(CT)-0.07 7-8 >999 240
TCDL 7.0 Rep Stress Incr NO WB 0.51 Horz(CT)0.01 7 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.04 7-8 >999 240
BCDL 7.0 Weight: 52 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except* W3:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size)2=617/0-4-9, (min. 0-1-8), 7=715/
Mechanical, (min. 0-1-8)
Max Horiz 2=70 (LC 7)
Max Uplift 2=-170 (LC 10), 7=-175 (LC 7)
Max Grav 2=617 (LC 1), 7=741 (LC 15)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-9=-937/218, 9-10=-861/217,
3-10=-799/204, 4-7=-316/53
BOT CHORD 2-12=-232/827, 8-12=-232/827,
8-13=-232/827, 7-13=-232/827
WEBS 3-8=-59/288, 3-7=-853/229
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; porch left and right
exposed; 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=1.00
3)Unbalanced snow loads have been considered for this
design.
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)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
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 175 lb uplift at joint
7 and 170 lb uplift at joint 2.
9)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
10)Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 40 lb
down and 74 lb up at 2-9-8, 40 lb down and 74 lb up at
2-9-8, 113 lb down and 17 lb up at 5-7-7, 113 lb down
and 17 lb up at 5-7-7, and 245 lb down and 46 lb up at
8-5-6, and 245 lb down and 46 lb up at 8-5-6 on top
chord, and 18 lb down and 4 lb up at 2-9-8, 18 lb down
and 4 lb up at 2-9-8, 40 lb down and 8 lb up at 5-7-7, 40
lb down and 8 lb up at 5-7-7, and 74 lb down and 16 lb
up at 8-5-6, and 74 lb down and 16 lb up at 8-5-6 on
bottom chord. The design/selection of such connection
device(s) is the responsibility of others.
11)In the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-4=-42, 4-5=-42, 2-6=-7
Concentrated Loads (lb)
Vert: 8=-33 (F=-16, B=-16), 9=25 (F=12, B=12),
10=-156 (F=-78, B=-78), 11=-421 (F=-210, B=-210),
12=-15 (F=-7, B=-7), 13=-61 (F=-30, B=-30)
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 YR1 14Diagonal Hip Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
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Page: 1
ID:Wg91mI5B8Rx4IjuEm?tblByW4eF-SWFUjBl_to1HeWygzFvlgF0J7coMoJGTCA2GV3yW477
712
=2x4
=2x4
=3x4 =2x4
1
2
5
6
7 3
4
T1
W2
B1
W1
2-0-0
-2-0-0
3-9-10
8-0-0
4-2-6
4-2-6
8-0-06-2-10-4-5 5-0-5Scale = 1:43
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL)-0.19 2-5 >499 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.42 Vert(CT)-0.31 2-5 >294 240
TCDL 7.0 Rep Stress Incr YES WB 0.14 Horz(CT)0.00 5 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-P Wind(LL)0.26 2-5 >354 240
BCDL 7.0 Weight: 38 lb FT = 0%
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, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 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=591/0-3-8, (min. 0-1-8), 5=351/
Mechanical, (min. 0-1-8)
Max Horiz 2=140 (LC 11)
Max Uplift 2=-144 (LC 14), 5=-92 (LC 11)
Max Grav 2=622 (LC 19), 5=447 (LC 19)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-6=-473/61, 6-7=-439/63, 3-7=-318/77
BOT CHORD 2-5=-153/320
WEBS 3-5=-379/131
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) -2-0-14 to
0-11-2, Interior (1) 0-11-2 to 7-10-4 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=1.00
3)Unbalanced snow loads have been considered for this
design.
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)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
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 92 lb uplift at joint
5 and 144 lb uplift at joint 2.
9)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 Z1 115Jack-Closed Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:54
Page: 1
ID:_KfYr?iUvInmresuLansvEyW4em-SWFUjBl_to1HeWygzFvlgF0PXcnsoOxTCA2GV3yW477
712
=2x4
1
2
4
5
6
7
3
T1
B1
2-0-0
-2-0-0
5-11-11
5-11-11
5-11-114-11-140-4-5 3-10-2Scale = 1:35.3
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL)-0.06 2-4 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.22 Vert(CT)-0.10 2-4 >702 240
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-P Wind(LL)0.08 2-4 >833 240
BCDL 7.0 Weight: 21 lb FT = 0%
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
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=505/0-3-8, (min. 0-1-8), 3=206/
Mechanical, (min. 0-1-8), 4=40/
Mechanical, (min. 0-1-8)
Max Horiz 2=119 (LC 14)
Max Uplift 2=-110 (LC 14), 3=-50 (LC 14),
4=-21 (LC 10)
Max Grav 2=528 (LC 19), 3=270 (LC 19),
4=98 (LC 5)
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)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) -2-0-14 to
0-11-2, Interior (1) 0-11-2 to 5-10-15 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=1.00
3)Unbalanced snow loads have been considered for this
design.
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)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
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 50 lb uplift at joint
3, 110 lb uplift at joint 2 and 21 lb uplift at joint 4.
9)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 Z1A 18Jack-Open Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:55
Page: 1
ID:_KfYr?iUvInmresuLansvEyW4em-wjpswXmce698FgXtWyR_CTZaH09BXtRdRqop1VyW476
712
=2x4
1
5
2
4
6
7
3
T1
B1
2-0-0
-2-0-0
3-11-11
3-11-11
3-11-113-9-140-4-5
2-8-2
Scale = 1:31.8
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL)-0.01 2-4 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.09 Vert(CT)-0.02 2-4 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-P Wind(LL)0.02 2-4 >999 240
BCDL 7.0 Weight: 15 lb FT = 0%
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
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=426/0-3-8, (min. 0-1-8), 3=103/
Mechanical, (min. 0-1-8), 4=26/
Mechanical, (min. 0-1-8)
Max Horiz 2=92 (LC 14)
Max Uplift 2=-104 (LC 14), 3=-74 (LC 18),
4=-14 (LC 10)
Max Grav 2=495 (LC 18), 3=137 (LC 19),
4=64 (LC 5)
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)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) -2-0-14 to
0-11-2, Interior (1) 0-11-2 to 3-10-15 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=1.00
3)Unbalanced snow loads have been considered for this
design.
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)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
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 74 lb uplift at joint
3, 104 lb uplift at joint 2 and 14 lb uplift at joint 4.
9)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 Z1B 18Jack-Open Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:55
Page: 1
ID:_KfYr?iUvInmresuLansvEyW4em-wjpswXmce698FgXtWyR_CTZb80BGXtRdRqop1VyW476
7 12
=2x4
1
2
4
5 6
3
T1
B1
1-11-11
1-11-11
2-0-0
-2-0-0
1-11-112-7-14 0-4-5
1-6-2
Scale = 1:40.1
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL)0.00 2-4 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.02 Vert(CT)0.00 2-4 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a
BCLL 0.0 *Code IRC2015/TPI2014 Matrix-P Wind(LL)0.00 2-4 >999 240
BCDL 7.0 Weight: 9 lb FT = 0%
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
BRACING
TOP CHORD Structural wood sheathing directly applied or
1-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=367/0-3-8, (min. 0-1-8), 3=-15/
Mechanical, (min. 0-1-8), 4=14/
Mechanical, (min. 0-1-8)
Max Horiz 2=67 (LC 14)
Max Uplift 2=-108 (LC 14), 3=-163 (LC 18),
4=-7 (LC 10)
Max Grav 2=527 (LC 18), 3=19 (LC 14), 4=33
(LC 5)
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)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) -2-0-14 to
0-11-2, Interior (1) 0-11-2 to 1-11-9 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=1.00
3)Unbalanced snow loads have been considered for this
design.
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)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
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 108 lb uplift at joint
2, 7 lb uplift at joint 4 and 163 lb uplift at joint 3.
9)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan
J1395-21 Z1C 18Jack-Open Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06
15:52:55
Page: 1
ID:_KfYr?iUvInmresuLansvEyW4em-wjpswXmce698FgXtWyR_CTZbB0CJXtRdRqop1VyW476