Roof Truss Engineering612
3x4
3x4
3x4 3x4
271
50 49 48 47 46 45 44 43 42 41 4039 38 37 3635 34 33 32 31 30 29 28
2 26
58 59325
4 24
5 23
6 22
7 21
8 20
9 19
10 18
11 17
12 16
13 1514
T1 T1
B1 B2
ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11
ST1ST2ST3ST4ST5ST6ST7ST8ST9ST10ST11
1-06-00
-1-06-00
1-06-00
34-00-00
16-03-00
32-06-00
16-03-00
16-03-00
32-06-009-02-074-038-05-11Scale = 1:61.3
Plate Offsets (X, Y):[14:2-00,Edge]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)n/a -n/a 999 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.04 Vert(CT)n/a -n/a 999
TCDL 8.0 Rep Stress Incr YES WB 0.15 Horz(CT)0.01 26 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MS
BCDL 7.0 Weight: 212 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
OTHERS 2x4 DF Stud *Except* ST10,ST11:2x4 HF No.2
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 32-06-00.
(lb) -Max Horiz 2=101 (LC 12), 51=101 (LC 12)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 26, 28, 29, 30, 31, 32, 33,
34, 35, 37, 38, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 55
Max Grav All reactions 250 (lb) or less at joint(s) 2, 26, 28, 29, 30, 31, 32,
33, 34, 35, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50,
51, 55
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Corner(3E) -1-6-0 to 1-9-0, Exterior(2N) 1-9-0 to 13-0-0, Corner(3R) 13-0-0 to 19-6-0, Exterior(2N) 19-6-0 to 30-9-0, Corner(3E) 30-9-0 to 34-0-0 zone; cantilever left and
right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
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 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
6)All plates are 1.5x4 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing.
8)Gable studs spaced at 1-4-0 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 23.0psf 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, 26, 50, 49, 48, 47, 46, 45, 44, 43, 42, 41, 28, 29, 30, 31,
32, 33, 34, 35, 37, 38, 2, 26.
12)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
1839/A/Gar LT-RoofJobTrussTruss Type Qty Ply
M-2050-04 A00 1 1Common Supported Gable Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:31 Page: 1
ID:p7211ETSVhGom5xlTSvb8RzQmXh-qo5xlvjZHNox_j9ge7n6uGQXdLxCkKxMmeLU5RzNVtS
612
4x4
1.5x4
3x4
3x4
4x4
3x8 4x4
3x4
3x4
1.5x4
4x4
9113121110
2 8
20 25
3 7
242146
2322
5
T1 T1
B2B1
W2
W1
W2
W1
W4
W3W3
1-06-00
-1-06-00
1-06-00
34-00-00
5-02-13
26-08-11
5-02-13
11-00-03
5-02-13
21-05-13
5-02-13
16-03-00
5-09-05
32-06-00
5-09-05
5-09-05
7-10-04
24-01-04
7-10-04
16-03-00
8-04-12
32-06-00
8-04-12
8-04-129-02-074-038-05-11Scale = 1:61.1
Plate Offsets (X, Y):[5:2-00,2-04]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL)-0.16 12 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.60 Vert(CT)-0.28 12-13 >999 240
TCDL 8.0 Rep Stress Incr YES WB 0.80 Horz(CT)0.10 8 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MS
BCDL 7.0 Weight: 137 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 DF Stud *Except* W4,W3:2x4 HF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-3-6 oc purlins.
BOT CHORD Rigid ceiling directly applied or 9-3-0 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=1399/5-08, (min. 2-05), 8=1399/5-08, (min. 2-05)
Max Horiz 2=101 (LC 12)
Max Uplift 2=-223 (LC 12), 8=-223 (LC 13)
2 2FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-20=-2446/374, 3-20=-2380/394, 3-21=-2195/381, 4-21=-2037/382, 4-22=-1541/328, 5-22=-1457/342, 5-23=-1457/342,
6-23=-1541/328, 6-24=-2037/382, 7-24=-2195/381, 7-25=-2380/394, 8-25=-2446/374
BOT CHORD 2-13=-371/2129, 12-13=-234/1718, 11-12=-172/1718, 10-11=-172/1718, 8-10=-270/2129
WEBS 6-10=-59/409, 7-10=-342/162, 4-13=-59/409, 3-13=-342/162, 5-12=-170/986, 6-12=-726/213, 4-12=-726/213
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) -1-6-0 to 1-9-0, Interior (1) 1-9-0 to 13-0-0, Exterior(2R) 13-0-0 to 19-6-0, Interior (1) 19-6-0 to 30-9-0, Exterior(2E) 30-9-0 to 34-0-0 zone; cantilever left and
right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
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 1.00 times flat roof load of 25.0 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 0.0psf on the bottom chord in all areas where a rectangle 0-00 tall by 0-00 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 223 lb uplift at joint 8 and 223 lb uplift at joint 2.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
1839/A/Gar LT-RoofJobTrussTruss Type Qty Ply
M-2050-04 A01 3 1Common Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:31 Page: 1
ID:ob_Bvc37VE_dgtLDUJIdmGzQmYD-qo5xlvjZHNox_j9ge7n6uGQRsLoRkAnMmeLU5RzNVtS
612
4x4
1.5x4
3x4
3x4
4x4
3x8 4x6
3x4
3x4
1.5x4
4x4
81225261110279
1 7
24
19
2 6
20 2335
2221
4
T1 T2
B2B1
W2
W1
W2
W1
W4
W3W3
1-06-00
34-00-00
5-02-13
26-08-11
5-02-13
11-00-03
5-02-13
21-05-13
5-02-13
16-03-00
5-09-05
5-09-05
5-09-05
32-06-00
7-10-04
24-01-04
7-10-04
16-03-00
8-04-12
32-06-00
8-04-12
8-04-129-02-074-03 4-038-05-11Scale = 1:61.4
Plate Offsets (X, Y):[4:2-00,2-04]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL)-0.24 9-11 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.81 Vert(CT)-0.37 9-11 >999 240
TCDL 8.0 Rep Stress Incr YES WB 0.81 Horz(CT)0.11 7 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MS
BCDL 7.0 Weight: 135 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 DF Stud *Except* W4,W3:2x4 HF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-11-13 oc purlins.
BOT CHORD Rigid ceiling directly applied or 9-1-12 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=1298/ Mechanical, (min. 1-08), 7=1401/5-08, (min. 2-08)
Max Horiz 1=-109 (LC 17)
Max Uplift 1=-203 (LC 12), 7=-223 (LC 13)
Max Grav 1=1442 (LC 22), 7=1521 (LC 23)
3 3FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-19=-2697/402, 2-19=-2644/414, 2-20=-2488/398, 3-20=-2360/399, 3-21=-1714/333, 4-21=-1648/346, 4-22=-1649/347,
5-22=-1715/333, 5-23=-2349/387, 6-23=-2477/385, 6-24=-2647/399, 7-24=-2683/379
BOT CHORD 1-12=-377/2432, 12-25=-236/1953, 25-26=-236/1953, 11-26=-236/1953, 10-11=-176/1905, 10-27=-176/1905,
9-27=-176/1905, 7-9=-270/2362
WEBS 5-9=-59/568, 6-9=-342/162, 3-12=-63/579, 2-12=-354/165, 4-11=-173/1197, 5-11=-727/213, 3-11=-733/215
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) 0-0-0 to 3-3-0, Interior (1) 3-3-0 to 13-0-0, Exterior(2R) 13-0-0 to 19-6-0, Interior (1) 19-6-0 to 30-9-0, Exterior(2E) 30-9-0 to 34-0-0 zone; cantilever left and
right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
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 1.00 times flat roof load of 25.0 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 23.0psf 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 203 lb uplift at joint 1 and 223 lb uplift at joint 7.
9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
1839/A/Gar LT-RoofJobTrussTruss Type Qty Ply
M-2050-04 A02 5 1Common Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:31 Page: 1
ID:lKl49M6h0zxHcFUx44M1oczQmWs-qo5xlvjZHNox_j9ge7n6uGQRiLl9kAdMmeLU5RzNVtS
612
312
4x4
1.5x4
3x4
3x4
5x8
4x4
4x6
6x6
1.5x4
3x10
811242510
71
23
18
9
62
19 2235
2120
4
T1 T2
B1
B2 B3
W1
W2 W3
W4
W5
W6
W7
1-06-00
34-00-00
5-02-06
26-07-11
5-02-13
11-00-03
5-02-06
21-05-06
5-02-13
16-03-00
5-09-05
5-09-05
5-10-05
32-06-00
5-08
32-06-00
7-11-04
16-05-00
7-09-12
24-02-12
7-09-12
32-00-08
8-05-12
8-05-129-02-074-03 4-038-05-111-11-07Scale = 1:63.3
Plate Offsets (X, Y):[4:2-00,2-04], [5:2-04,2-00], [7:0-14,0-03], [9:2-08,3-08], [10:2-00,Edge]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL)-0.41 9-10 >953 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.53 Vert(CT)-0.66 9-10 >592 240
TCDL 8.0 Rep Stress Incr YES WB 0.82 Horz(CT)0.25 7 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MS
BCDL 7.0 Weight: 138 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 DF 2400F 2.0E
WEBS 2x4 DF Stud *Except* W3,W4,W5:2x4 HF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 5-10
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)1=1298/ Mechanical, (min. 1-08), 7=1401/5-08, (min. 2-07)
Max Horiz 1=-109 (LC 13)
Max Uplift 1=-203 (LC 12), 7=-223 (LC 13)
Max Grav 1=1427 (LC 22), 7=1493 (LC 23)
4 4FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-18=-2663/401, 2-18=-2610/413, 2-19=-2451/395, 3-19=-2323/396, 3-20=-1658/333, 4-20=-1591/347, 4-21=-1617/352,
5-21=-1686/332, 5-22=-4240/571, 6-22=-4356/569, 6-23=-4629/647, 7-23=-4705/628
BOT CHORD 1-11=-376/2399, 11-24=-237/1923, 24-25=-237/1923, 10-25=-237/1923, 9-10=-245/2470, 7-9=-514/4275
WEBS 2-11=-349/165, 3-11=-56/591, 3-10=-743/212, 4-10=-177/1166, 5-10=-1448/273, 5-9=-209/2418, 6-9=-332/199
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) 0-0-0 to 3-3-0, Interior (1) 3-3-0 to 13-0-0, Exterior(2R) 13-0-0 to 19-6-0, Interior (1) 19-6-0 to 30-9-0, Exterior(2E) 30-9-0 to 34-0-0 zone; cantilever left and
right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
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 1.00 times flat roof load of 25.0 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 23.0psf 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)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.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203 lb uplift at joint 1 and 223 lb uplift at joint 7.
10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
1839/A/Gar LT-RoofJobTrussTruss Type Qty Ply
M-2050-04 A03 6 1Roof Special Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:31 Page: 1
ID:DnqtxWK_nVCjn0sO8shFWPzQmWa-qo5xlvjZHNox_j9ge7n6uGQP2LpYkAUMmeLU5RzNVtS
612
3x4
3x4
3x4 3x4
26
49 48 47 46 45 44 43 42 41 40 3938 37 36 3534 33 32 31 30 29 28 27
1 25
5822457323
4 22
5 21
6 20
7 19
8 18
9 17
10 16
11 15
12 1413
T1 T2
B1 B2
ST1 ST2
ST3 ST4
ST5 ST6 ST7 ST8 ST9 ST10 ST11
ST1ST2
ST3ST4
ST5ST6ST7ST8ST9ST10ST11
1-06-00
34-00-00
16-03-00
16-03-00
16-03-00
32-06-00
32-06-009-02-074-038-05-11Scale = 1:59
Plate Offsets (X, Y):[13:2-00,Edge]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)n/a -n/a 999 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.06 Vert(CT)n/a -n/a 999
TCDL 8.0 Rep Stress Incr YES WB 0.15 Horz(CT)0.01 25 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MS
BCDL 7.0 Weight: 210 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
OTHERS 2x4 DF Stud *Except* ST10,ST11:2x4 HF No.2
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 32-06-00.
(lb) -Max Horiz 1=-109 (LC 17), 50=-109 (LC 17)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 25, 27, 28, 29, 30, 31, 32,
33, 34, 36, 37, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 54
Max Grav All reactions 250 (lb) or less at joint(s) 1, 25, 27, 28, 29, 30, 31,
32, 33, 34, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49,
50, 54
5 5FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Corner(3E) 0-0-0 to 3-3-0, Exterior(2N) 3-3-0 to 13-0-0, Corner(3R) 13-0-0 to 19-6-0, Exterior(2N) 19-6-0 to 30-9-0, Corner(3E) 30-9-0 to 34-0-0 zone; cantilever left and
right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
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 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
6)All plates are 1.5x4 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing.
8)Gable studs spaced at 1-4-0 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 23.0psf 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) 1, 25, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40, 27, 28, 29, 30,
31, 32, 33, 34, 36, 37, 1, 25.
12)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
1839/A/Gar LT-RoofJobTrussTruss Type Qty Ply
M-2050-04 A04 1 1Common Supported Gable Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:31 Page: 1
ID:myveZELg?JooswHX3VByw7zQmVG-qo5xlvjZHNox_j9ge7n6uGQXdLxukKxMmeLU5RzNVtS
612
3x4
4x10
3x4
2x4
3x8
2x4
2x4
4x6
2x4
3x4 3x4
5x10
3x4
4x8
1 9181716151413121110
82
474219
46437
3
44 45
64
5
T1 T3
T2 T2
T4
B1 B2
W3
W1
W3
W1
W2
W4
ST1
ST2
ST3
ST4
ST13
ST12
ST11
ST9
ST10
ST8
ST6
ST7
ST5
1-06-00
24-00-00
1-06-00
-1-06-00
5-04-04
11-03-00
5-04-04
16-07-04
5-10-12
5-10-12
5-10-12
22-06-00
5-02
11-09-02
3-00-11
14-09-13
3-07-13
11-04-00
7-08-03
7-08-03
7-08-03
22-06-006-08-074-03
3-083-082-08-153-00-072-05-055-05-125-155-11-11Scale = 1:47.2
Plate Offsets (X, Y):[2:0-08,Edge], [3:3-08,Edge], [8:2-04,2-00], [17:2-00,0-04], [20:0-10,2-04], [29:1-10,0-12]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL)-0.08 18-38 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.34 Vert(CT)-0.15 18-38 >941 240
TCDL 8.0 Rep Stress Incr YES WB 0.41 Horz(CT)0.01 15 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MS
BCDL 7.0 Weight: 157 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 DF Stud *Except* W2,W4:2x6 DF SS
OTHERS 2x4 DF Stud
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 11-05-08. except 2=5-08
(lb) -Max Horiz 2=69 (LC 12)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 8, 10, 11, 17, 39 except
15=-171 (LC 13)
Max Grav All reactions 250 (lb) or less at joint(s) 10, 11, 12, 14, 16 except
2=636 (LC 19), 8=268 (LC 20), 15=849 (LC 20), 17=385 (LC
19), 39=268 (LC 20)
6 6FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-42=-818/114, 42-43=-699/132, 3-43=-678/134, 5-6=0/380, 6-45=-7/346
BOT CHORD 2-18=-105/710, 17-18=-90/738
WEBS 5-15=-505/89, 7-15=-485/180, 3-19=-783/175, 17-19=-783/173
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) -1-6-0 to 1-6-0, Interior (1) 1-6-0 to 8-3-0, Exterior(2R) 8-3-0 to 14-3-0, Interior (1) 14-3-0 to 21-0-0, Exterior(2E) 21-0-0 to 24-0-0 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
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 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
6)All plates are 1.5x4 MT20 unless otherwise indicated.
7)Gable studs spaced at 1-4-0 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 0.0psf on the bottom chord in all areas where a rectangle 0-00 tall by 0-00 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) 2, 8, 17, 10, 11, 8 except (jt=lb) 15=171.
11)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
12)No notches allowed in overhang and 10600 from left end and 10600 from right end or 12" along rake from scarf, whichever is larger. Minimum 1.5x4 tie plates required at
2-0-0 o.c. maximum between the stacking chords. For edge-wise notching, provide at least one tie plate between each notch.
LOAD CASE(S) Standard
1839/A/Gar LT-RoofJobTrussTruss Type Qty Ply
M-2050-04 B00 1 1Common Structural Gable Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:31 Page: 1
ID:0SQ0UCs8IcaTObQxaVr6kazQmMs-QDPo6tgh_SQM7FQ5z?DPGeoym8qoXv8w4h6qU6zNVtV
612
3x4
1.5x4
3x4
4x6
3x4 3x4
1.5x4
3x4
1 71098
62
2017
3 5
18 19
4
T1 T1
B1 B2
W2
W1
W2
W1
1-06-00
24-00-00
1-06-00
-1-06-00
5-04-04
11-03-00
5-04-04
16-07-04
5-10-12
5-10-12
5-10-12
22-06-00
7-01-11
14-09-13
7-08-03
7-08-03
7-08-03
22-06-006-08-074-035-11-11Scale = 1:46
Plate Offsets (X, Y):[2:0-08,Edge], [6:0-08,Edge]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL)-0.09 10-13 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.44 Vert(CT)-0.17 10-13 >999 240
TCDL 8.0 Rep Stress Incr YES WB 0.20 Horz(CT)0.04 6 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MS
BCDL 7.0 Weight: 86 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 DF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-9-14 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=999/5-08, (min. 1-11), 6=999/5-08, (min. 1-11)
Max Horiz 2=72 (LC 12)
Max Uplift 2=-160 (LC 12), 6=-160 (LC 13)
Max Grav 2=1031 (LC 19), 6=1031 (LC 20)
7 7FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-17=-1649/294, 3-17=-1524/314, 3-18=-1460/309, 4-18=-1320/322, 4-19=-1320/322, 5-19=-1460/309, 5-20=-1524/314,
6-20=-1649/294
BOT CHORD 2-10=-220/1437, 9-10=-67/892, 8-9=-67/892, 6-8=-189/1437
WEBS 4-8=-109/607, 5-8=-479/177, 4-10=-109/607, 3-10=-479/177
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) -1-6-0 to 1-6-0, Interior (1) 1-6-0 to 8-3-0, Exterior(2R) 8-3-0 to 14-3-0, Interior (1) 14-3-0 to 21-0-0, Exterior(2E) 21-0-0 to 24-0-0 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
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 1.00 times flat roof load of 25.0 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 0.0psf on the bottom chord in all areas where a rectangle 0-00 tall by 0-00 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 160 lb uplift at joint 2 and 160 lb uplift at joint 6.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
1839/A/Gar LT-RoofJobTrussTruss Type Qty Ply
M-2050-04 B01 2 1Common Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:31 Page: 1
ID:7tbExOCeFieGI8jMrRMD?zzQmNj-MbXZXZixW4g4NZaU4QGtM3tGyyVj?svDY?bxZ_zNVtT
612
5x10
1.5x4
7x8
3x4
7x8
5x6
7x8
3x4
6x6
7x8
1.5x4
5x10
MUS26 MUS26 MUS26 MUS26 MUS26 MUS26 MUS26 MUS26
MUS26 MUS26
MUS26
1 719
20 21 12 22 23 11 24 25 10 26 9 8 27 28
2 6
17 18
3 5
4
T1 T1
B1 B2
W4
W3 W2
W1
W4
W3W2
W1
3-05-08
7-09-08
3-05-08
18-02-00
3-05-08
11-03-00
3-05-08
14-08-08
4-04-00
4-04-00
4-04-00
22-06-00
4-01-13
13-03-14
4-01-13
9-02-02
4-01-13
17-05-11
5-00-05
5-00-05
5-00-05
22-06-00
4-035-11-11Scale = 1:39.7
Plate Offsets (X, Y):[1:2-07,Edge], [3:1-00,1-08], [5:1-00,1-08], [7:2-07,Edge], [8:4-00,4-12], [10:4-00,4-00], [11:4-00,4-00], [12:4-00,4-12]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL)-0.21 10-11 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.84 Vert(CT)-0.33 10-11 >811 240
TCDL 8.0 Rep Stress Incr NO WB 0.61 Horz(CT)0.08 7 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MS
BCDL 7.0 Weight: 360 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x6 DF SS
WEBS 2x4 DF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-6-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)1=8399/5-08, (min. 5-00), 7=7525/5-08, (min. 4-07)
Max Horiz 1=64 (LC 27)
Max Uplift 1=-1372 (LC 10), 7=-1230 (LC 11)
Max Grav 1=9115 (LC 19), 7=8109 (LC 20)
8 8FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-16024/2406, 2-17=-15855/2426, 3-17=-15825/2435, 3-4=-11993/1867, 4-5=-11978/1867, 5-18=-15665/2419,
6-18=-15694/2410, 6-7=-15745/2390
BOT CHORD 1-19=-2154/14154, 1-19=-2165/14228, 1-20=-2172/14263, 20-21=-2172/14263, 12-21=-2172/14263, 12-22=-1714/11500,
22-23=-1714/11500, 11-23=-1714/11500, 11-24=-1256/8755, 24-25=-1256/8755, 10-25=-1256/8755, 10-26=-1658/11431,
9-26=-1658/11431, 8-9=-1658/11431, 8-27=-2093/14079, 27-28=-2093/14079, 7-28=-2093/14079
WEBS 4-10=-886/5579, 5-10=-2247/435, 5-8=-699/4404, 6-8=-277/114, 4-11=-885/5619, 3-11=-2325/443, 3-12=-717/4580,
2-12=-293/116
NOTES
1)3-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 2 rows staggered at 5-00 oc.
Bottom chords connected as follows: 2x6 - 3 rows staggered at 5-00 oc.
Web connected as follows: 2x4 - 1 row at 9-00 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 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone;
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
4)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
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 23.0psf 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 1372 lb uplift at joint 1 and 1230 lb uplift at joint 7.
9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
10)Use MiTek MUS26 (With 6-10d nails into Girder & 6-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-6-12 from the left end to 20-6-12 to connect truss
(es) A02 (1 ply 2x4 HF), A03 (1 ply 2x4 DF) to back face of bottom chord.
11)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
1839/A/Gar LT-RoofJobTrussTruss Type Qty Ply
M-2050-04 B02 1 3Common Girder Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:31 Page: 1
ID:Xlw5pnfM6_xFMmiL0F8pROzQmUt-MbXZXZixW4g4NZaU4QGtM3tD8yOT?mVDY?bxZ_zNVtT
Continued on page 2
Vert: 1-4=-66, 4-7=-66, 1-7=-14
Concentrated Loads (lb)
Vert: 9=-1284, 19=-1287, 20=-1284, 21=-1284, 22=-1284, 23=-1284, 24=-1284, 25=-1284, 26=-1284, 27=-1284, 28=-1284
1839/A/Gar LT-RoofJobTrussTruss Type Qty Ply
M-2050-04 B02 1 3Common Girder Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:31 Page: 2
ID:Xlw5pnfM6_xFMmiL0F8pROzQmUt-MbXZXZixW4g4NZaU4QGtM3tD8yOT?mVDY?bxZ_zNVtT
612
3x4
3x4
3x4
1 11
17 16 15 14 13 12
2 10
25 26
93
84
75
6
T1 T1
B1
ST1
ST2
ST3
ST1
ST2
ST3
1-06-00
13-00-00
1-06-00
-1-06-00
5-09-00
5-09-00
5-09-00
11-06-00
11-06-003-11-074-033-02-11Scale = 1:29.6
Plate Offsets (X, Y):[6:2-00,Edge]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)n/a -n/a 999 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.04 Vert(CT)n/a -n/a 999
TCDL 8.0 Rep Stress Incr YES WB 0.04 Horz(CT)0.00 10 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MS
BCDL 7.0 Weight: 47 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
OTHERS 2x4 DF Stud
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 11-06-00.
(lb) -Max Horiz 2=41 (LC 12), 18=41 (LC 12)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 10, 12, 13, 16, 17, 18, 22
Max Grav All reactions 250 (lb) or less at joint(s) 13, 14, 15, 16 except
2=269 (LC 19), 10=269 (LC 20), 12=260 (LC 20), 17=260 (LC
19), 18=269 (LC 19), 22=269 (LC 20)
10 10FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Corner(3E) -1-6-0 to 1-6-0, Exterior(2N) 1-6-0 to 2-8-0, Corner(3R) 2-8-0 to 8-10-0, Exterior(2N) 8-10-0 to 10-0-0, Corner(3E) 10-0-0 to 13-0-0 zone; cantilever left and
right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
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 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
6)All plates are 1.5x4 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing.
8)Gable studs spaced at 1-4-0 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 23.0psf 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, 10, 17, 16, 12, 13, 2, 10.
12)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
1839/A/Gar LT-RoofJobTrussTruss Type Qty Ply
M-2050-04 C00 1 1Common Supported Gable Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:31 Page: 1
ID:RfGjW57?ZtoZVkx6D2EkUjzQmLD-qo5xlvjZHNox_j9ge7n6uGQXdLxCkMgMmeLU5RzNVtS
612
4x4
1.5x4
4x4
4x4
1 56
2 4
13 16
14 15
3
T1 T1
B1
W1
1-06-00
13-00-00
1-06-00
-1-06-00
5-09-00
5-09-00
5-09-00
11-06-00
5-09-00
5-09-00
5-09-00
11-06-003-11-074-033-02-11Scale = 1:29.5
Plate Offsets (X, Y):[2:2-00,Edge], [3:2-00,2-08], [4:2-00,Edge]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL)-0.08 6-9 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.54 Vert(CT)-0.11 6-9 >999 240
TCDL 8.0 Rep Stress Incr YES WB 0.07 Horz(CT)0.01 4 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MS
BCDL 7.0 Weight: 36 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 DF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-7-1 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=559/5-08, (min. 1-08), 4=559/5-08, (min. 1-08)
Max Horiz 2=41 (LC 12)
Max Uplift 2=-92 (LC 12), 4=-92 (LC 13)
Max Grav 2=677 (LC 19), 4=677 (LC 20)
11 11FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-13=-700/194, 13-14=-598/201, 3-14=-578/214, 3-15=-578/214, 15-16=-598/201, 4-16=-700/194
BOT CHORD 2-6=-77/517, 4-6=-77/517
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) -1-6-0 to 1-6-0, Interior (1) 1-6-0 to 2-9-0, Exterior(2R) 2-9-0 to 8-9-0, Interior (1) 8-9-0 to 10-0-0, Exterior(2E) 10-0-0 to 13-0-0 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
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 1.00 times flat roof load of 25.0 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 23.0psf 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 92 lb uplift at joint 2 and 92 lb uplift at joint 4.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
1839/A/Gar LT-RoofJobTrussTruss Type Qty Ply
M-2050-04 C01 2 1Common Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:31 Page: 1
ID:JtSNDrmBef1qu7fLTlhiGOzQmLh-qo5xlvjZHNox_j9ge7n6uGQQwLpNkLBMmeLU5RzNVtS
6 12
3x4 1.5x4
4x4
3x4
516
2 4
13 14
3
T1 T1
B1
W1
1-06-00
-1-06-00
1-06-00
6-05-00
2-05-08
4-11-00
2-05-08
2-05-08
2-05-08
4-11-00
2-05-08
2-05-082-03-114-031-06-15Scale = 1:19.6
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL)0.00 9 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.06 Vert(CT)0.00 6-9 >999 240
TCDL 8.0 Rep Stress Incr YES WB 0.03 Horz(CT)0.00 4 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 18 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 DF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)2=296/3-08, (min. 1-08), 4=296/3-08, (min. 1-08)
Max Horiz 2=-22 (LC 13)
Max Uplift 2=-53 (LC 12), 4=-53 (LC 13)
Max Grav 2=404 (LC 19), 4=404 (LC 20)
12 12FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) -1-6-0 to 1-6-0, Exterior(2R) 1-6-0 to 3-5-0, Exterior(2E) 3-5-0 to 6-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
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 1.00 times flat roof load of 25.0 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 23.0psf 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 53 lb uplift at joint 2 and 53 lb uplift at joint 4.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
1839/A/Gar LT-RoofJobTrussTruss Type Qty Ply
M-2050-04 D00 1 1Common Structural Gable Job Reference (optional)
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ID:D4RkAXggfuoYEF9X9D?W7VzQmJE-J_fJyFjB2hwocsktCrILRUyhIlH7Tp4W?I42etzNVtR
6 12
4x4 3x6
4x4
4x4
JUS24
JUS24
JUS24
1
2 4
10
11 5 12
3
T1
T2
B1
W1
1-06-00
-1-06-00
2-05-08
4-11-00
2-05-08
2-05-08
2-05-08
4-11-00
2-05-08
2-05-082-03-114-031-06-15Scale = 1:23.5
Plate Offsets (X, Y):[5:4-00,1-08]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL)-0.01 5 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.17 Vert(CT)-0.01 5-9 >999 240
TCDL 8.0 Rep Stress Incr NO WB 0.18 Horz(CT)0.00 4 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 20 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x6 DF SS
WEBS 2x4 DF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)2=869/3-08, (min. 1-09), 4=498/3-08, (min. 1-08)
Max Horiz 2=31 (LC 10)
Max Uplift 2=-150 (LC 10), 4=-85 (LC 11)
Max Grav 2=944 (LC 17), 4=548 (LC 18)
13 13FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-796/134, 3-4=-774/130
BOT CHORD 2-10=-88/654, 2-10=-90/670, 2-11=-91/670, 5-11=-91/670, 5-12=-91/670, 4-12=-91/670
WEBS 3-5=-85/534
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone;
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
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 1.00 times flat roof load of 25.0 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 23.0psf 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 85 lb uplift at joint 4 and 150 lb uplift at joint 2.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
9)Use MiTek JUS24 (With 4-10d nails into Girder & 2-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-6-12 from the left end to 3-4-12 to connect truss(es)
M02 (1 ply 2x4 DF) to back face of bottom chord.
10)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-3=-66, 3-4=-66, 2-4=-14
Concentrated Loads (lb)
Vert: 10=-294, 11=-291, 12=-291
1839/A/Gar LT-RoofJobTrussTruss Type Qty Ply
M-2050-04 D01 1 1Common Girder Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:31 Page: 1
ID:6sgE0ujAj7J_jsSIO34SILzQmJA-J_fJyFjB2hwocsktCrILRUyh_lFOTnjW?I42etzNVtR
6 12
2x4
1
12 11 10 9
8
2
17
3
4 18
5
6
7
T1
W1
B1
ST1
ST2
ST3
ST4
1-06-00
-1-06-00
7-05-08
7-05-08
7-05-084-09-114-03 4-00-15Scale = 1:25.2
Plate Offsets (X, Y):[2:4-00,0-04]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL)n/a -n/a 999 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.04 Vert(CT)n/a -n/a 999
TCDL 8.0 Rep Stress Incr YES WB 0.03 Horz(CT)0.00 8 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 37 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 DF Stud
OTHERS 2x4 DF Stud
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 All bearings 7-05-08.
(lb) -Max Horiz 2=108 (LC 11), 13=108 (LC 11)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 8, 9, 10, 11, 12, 13
Max Grav All reactions 250 (lb) or less at joint(s) 2, 8, 9, 10, 11, 12, 13
14 14FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Corner(3E) -1-6-0 to 1-6-0, Exterior(2N) 1-6-0 to 4-3-12, Corner(3E) 4-3-12 to 7-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
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 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
6)All plates are 1.5x4 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing.
8)Gable studs spaced at 1-4-0 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 23.0psf 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, 8, 12, 11, 10, 9, 2.
12)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
1839/A/Gar LT-RoofJobTrussTruss Type Qty Ply
M-2050-04 M00 1 1Monopitch Supported Gable Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:31 Page: 1
ID:Wdn5xU830NGoyUn3azDCLDzQmJw-J_fJyFjB2hwocsktCrILRUyimlHRTp4W?I42etzNVtR
6 12
4x4
1.5x4
1.5x4
1
4
2
8
9
3
T1
W1
B1
1-06-00
-1-06-00
7-05-08
7-05-08
7-05-084-09-114-03 4-00-15Scale = 1:27.9
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL)-0.22 4-7 >393 360 MT20 220/195
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.65 Vert(CT)-0.34 4-7 >258 240
TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.01 2 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 27 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.1&Btr
BOT CHORD 2x4 HF No.2
WEBS 2x4 DF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-2-0 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=402/5-08, (min. 1-08), 4=282/ Mechanical, (min. 1-08)
Max Horiz 2=108 (LC 11)
Max Uplift 2=-68 (LC 12), 4=-68 (LC 12)
Max Grav 2=483 (LC 19), 4=414 (LC 19)
15 15FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-328/118
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) -1-6-0 to 1-6-0, Interior (1) 1-6-0 to 4-3-12, Exterior(2E) 4-3-12 to 7-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
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 1.00 times flat roof load of 25.0 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 23.0psf 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 68 lb uplift at joint 4 and 68 lb uplift at joint 2.
9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
1839/A/Gar LT-RoofJobTrussTruss Type Qty Ply
M-2050-04 M01 3 1Monopitch Job Reference (optional)
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ID:SkNQoMyfYmNwfB8BCKShE2zQmK9-J_fJyFjB2hwocsktCrILRUyX_l7vTpXW?I42etzNVtR
6 12
3x8 1.5x4
3x4
1.5x4
4
3
1
8
2
T1 W2
B1
W1
7-05-08
2-12
5-08-12
1-08-12
7-05-08
5-06-00
5-06-004-00-154-03 4-00-15Scale = 1:29.2
Plate Offsets (X, Y):[1:2-08,1-08]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL)-0.10 4-7 >660 360 MT20 220/195
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.75 Vert(CT)-0.14 4-7 >500 240
TCDL 8.0 Rep Stress Incr YES WB 0.01 Horz(CT)0.00 1 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 31 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.1&Btr
BOT CHORD 2x4 DF No.1&Btr
WEBS 2x4 DF Stud
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)1=241/ Mechanical, (min. 1-08), 3=117/ Mechanical, (min.
1-08), 4=227/5-08, (min. 1-08)
Max Horiz 1=99 (LC 11)
Max Uplift 1=-43 (LC 12), 3=-59 (LC 12), 4=-16 (LC 12)
Max Grav 1=305 (LC 18), 3=187 (LC 18), 4=306 (LC 18)
16 16FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-319/147
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
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 23.0psf 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 43 lb uplift at joint 1, 59 lb uplift at joint 3 and 16 lb uplift at joint 4.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
1839/A/Gar LT-RoofJobTrussTruss Type Qty Ply
M-2050-04 M02 3 1Jack-Closed Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:31 Page: 1
ID:aniBfQX8UCIFoPEDSioiezzQmJQ-J_fJyFjB2hwocsktCrILRUyZ?l6KTpOW?I42etzNVtR
6 12
2x4
3x4
1
13 12 11 10
9
2
17
3
4
5
6
7 8
T1
W1
B1
ST1
ST2
ST3
ST4
ST5
1-06-00
-1-06-00
8-05-08
8-05-08
8-05-085-03-114-03 4-06-15Scale = 1:26.8
Plate Offsets (X, Y):[2:4-00,0-04]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL)n/a -n/a 999 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.04 Vert(CT)n/a -n/a 999
TCDL 8.0 Rep Stress Incr YES WB 0.04 Horz(CT)0.00 9 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 45 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 DF Stud
OTHERS 2x4 DF Stud
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 All bearings 8-05-08.
(lb) -Max Horiz 2=122 (LC 11), 14=122 (LC 11)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 9, 10, 11, 12, 13, 14
Max Grav All reactions 250 (lb) or less at joint(s) 2, 9, 10, 11, 12, 13, 14
17 17FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Corner(3E) -1-6-0 to 1-6-0, Exterior(2N) 1-6-0 to 5-3-12, Corner(3E) 5-3-12 to 8-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
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 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
6)All plates are 1.5x4 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing.
8)Gable studs spaced at 1-4-0 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 23.0psf 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, 9, 13, 12, 11, 10, 2.
12)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
1839/A/Gar LT-RoofJobTrussTruss Type Qty Ply
M-2050-04 M03 1 1Monopitch Supported Gable Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:31 Page: 1
ID:1cdR1iWSGOiAjVp4X3H?EFzQmKk-J_fJyFjB2hwocsktCrILRUyhplHRTpwW?I42etzNVtR
6 12
4x4
1.5x4
3x4
1.5x4
1
5
2
9
10
3
11
4
T1
W2
B1
W1
1-06-00
-1-06-00
4-01-04
8-05-08
4-04-04
4-04-04
8-05-085-03-114-03 4-06-15Scale = 1:29.4
Plate Offsets (X, Y):[2:3-02,2-02]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL)-0.16 5-8 >639 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.45 Vert(CT)-0.27 5-8 >374 240
TCDL 8.0 Rep Stress Incr YES WB 0.22 Horz(CT)0.01 5 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 34 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 DF Stud
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=440/3-08, (min. 1-08), 5=324/ Mechanical, (min. 1-08)
Max Horiz 2=122 (LC 11)
Max Uplift 2=-74 (LC 12), 5=-78 (LC 12)
Max Grav 2=512 (LC 19), 5=465 (LC 19)
18 18FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-9=-557/131, 9-10=-538/134, 3-10=-453/145
BOT CHORD 2-5=-116/482
WEBS 3-5=-542/209
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) -1-6-0 to 1-6-0, Interior (1) 1-6-0 to 5-3-12, Exterior(2E) 5-3-12 to 8-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
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 1.00 times flat roof load of 25.0 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 23.0psf 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 2 and 78 lb uplift at joint 5.
9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
1839/A/Gar LT-RoofJobTrussTruss Type Qty Ply
M-2050-04 M04 3 1Monopitch Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:31 Page: 1
ID:5y_F2CHXlZJsxasQwZRYzFzQmL1-J_fJyFjB2hwocsktCrILRUyeTlA1Tm6W?I42etzNVtR
2 1
B1
1-10-08
1-10-08
3-08
Scale = 1:10.2
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 0.90 TC 0.00 Vert(LL)0.00 1-2 >999 360
(Roof Snow = 25.0)Lumber DOL 0.90 BC 0.03 Vert(CT)0.00 1-2 >999 240
TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 2 lb FT = 20%
LUMBER
TOP CHORD
BOT CHORD 2x4 HF No.2
BRACING
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=13/3-08, (min. 1-08), 2=13/3-08, (min. 1-08)
Max Grav 1=31 (LC 5), 2=31 (LC 5)
19 19FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (5)
1)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=; Ct=1.10
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)* This truss has been designed for a live load of 23.0psf 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.
4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
5)4-HOLE VENT
LOAD CASE(S) Standard
1839/A/Gar LT-RoofJobTrussTruss Type Qty Ply
M-2050-04 Z1 21 1JOIST Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:31 Page: 1
ID:QjSRtsUB0A1d3vu6lxAwXQzQmFc-nADhAbkpp?3fE0J3lYpazhVvT9dqCGmfEyqbAJzNVtQ
2 1
B1
1-10-08
1-10-08
3-08
Scale = 1:10.2
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 0.90 TC 0.00 Vert(LL)0.00 1-2 >999 360
(Roof Snow = 25.0)Lumber DOL 0.90 BC 0.03 Vert(CT)0.00 1-2 >999 240
TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 2 lb FT = 20%
LUMBER
TOP CHORD
BOT CHORD 2x4 HF No.2
BRACING
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=13/3-08, (min. 1-08), 2=13/3-08, (min. 1-08)
Max Grav 1=31 (LC 5), 2=31 (LC 5)
20 20FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=; Ct=1.10
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)* This truss has been designed for a live load of 23.0psf 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.
4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
1839/A/Gar LT-RoofJobTrussTruss Type Qty Ply
M-2050-04 Z2 20 1JOIST Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Mon Apr 24 10:19:31 Page: 1
ID:RFVH?UuW0dJp87Uel4nuvbzQmF4-nADhAbkpp?3fE0J3lYpazhVvT9dqCGmfEyqbAJzNVtQ