29 Ford Crossing - Floor & Roof Truss Drwgs - Stamped=1.5x3
=3x4
=3x4
=3x6 =3x4
5
4
1 2 3
W1 W2
T1
B1
1-04-03
3-00-13
3-00-1311-1411-14Scale = 1:23.5
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.13 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 15.0 Lumber DOL 1.00 BC 0.11 Vert(CT)-0.01 4-5 >999 360
BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(CT)0.00 4 n/a n/a
BCDL 5.0 Code IRC2015/TPI2014 Matrix-P Weight: 13 lb FT = 20%F, 12%E
LUMBER
TOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SPF No.2(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-0-13 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)4=173/ Mechanical, (min. 1-08), 5=173/3-08, (min. 1-08)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Refer to girder(s) for truss to truss connections.
2)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.
3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails.Strongbacks to be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply 221 Job Scheme Used
F01 4 120060559BRFloor Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:47 Page: 1
ID:qPZHvECFOxBhiKDpBvOeRgz5G7e-qBET9lHmLVCMbPXP78x25kBWGvgf1nFYwoKoiiz55i2
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
06/18/2020
=3x4
=3x6
=3x4
=1.5x3 =1.5x3
=3x4
=3x6 =3x4
8
7 6
5
1 2 3 4
W1 W2
T1
B1
1-09-08
1-08-12
6-00-12
6-00-1211-1411-14Scale = 1:27.8
Plate Offsets (X, Y):[2:1-08,Edge], [3:1-08,Edge]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.22 Vert(LL)-0.02 7-8 >999 480 MT20 197/144
TCDL 15.0 Lumber DOL 1.00 BC 0.23 Vert(CT)-0.03 7-8 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT)0.01 5 n/a n/a
BCDL 5.0 Code IRC2015/TPI2014 Matrix-S Weight: 23 lb FT = 20%F, 12%E
LUMBER
TOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SPF No.2(flat)
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)5=349/ Mechanical, (min. 1-08), 8=349/ Mechanical, (min.1-08)
2 2FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-570/0
BOT CHORD 7-8=0/570, 6-7=0/570, 5-6=0/570
WEBS 3-5=-622/0, 2-8=-622/0
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)Refer to girder(s) for truss to truss connections.
3)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.
4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply 221 Job Scheme Used
F02 7 120060559BRFloor Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:47 Page: 1
ID:TjHpQLLnZdh_9A86uRcSwCz5G7S-qBET9lHmLVCMbPXP78x25kBVqvep1m6YwoKoiiz55i2
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
06/18/2020
=6x6
=3x4
=4x12 =1.5x3
=3x6
=3x4 =1.5x3
=1.5x3
=3x4
=4x8 =1.5x3
=3x8
=3x6 =3x4
15 14 13 12 11
10
1 2 3 4 5 6 7 8 9
W2 W3
T2
B1
W1
T1
1-10-01
2-01-05
1-09-08
9-08
9-08
13-04-06
14-01-1411-148-148-143-0011-1411-14Scale = 1:32.5
Plate Offsets (X, Y):[6:1-08,Edge], [13:1-08,Edge]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL)-0.19 13-14 >842 480 MT20 197/144
TCDL 15.0 Lumber DOL 1.00 BC 0.97 Vert(CT)-0.28 13-14 >589 360
BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT)0.01 10 n/a n/a
BCDL 5.0 Code IRC2015/TPI2014 Matrix-S Weight: 52 lb FT = 20%F, 12%E
LUMBER
TOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SPF No.2(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
REACTIONS (lb/size)1=809/5-08, (min. 1-08), 10=812/ Mechanical, (min. 1-08)
3 3FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1574/0, 2-3=-1569/0, 3-4=-1569/0, 4-5=-3117/0, 5-6=-3117/0, 6-7=-2581/0, 7-8=-2581/0
BOT CHORD 13-14=0/2559, 12-13=0/3117, 11-12=0/3117, 10-11=0/1567
WEBS 8-10=-1720/0, 1-14=0/1703, 8-11=0/1118, 4-14=-1093/0, 6-11=-834/0, 4-13=0/809, 5-13=-257/0
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)Refer to girder(s) for truss to truss connections.
3)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.
4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.6)CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply 221 Job Scheme Used
F03 10 120060559BRFloor Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:47 Page: 1
ID:p3w84AAxPqTl0GDTiZNiUlz5G8z-qBET9lHmLVCMbPXP78x25kBQovSH1gCYwoKoiiz55i2
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
06/18/2020
=3x4
=3x6
=3x6
=3x8 =1.5x3
=3x4
=1.5x3 =1.5x3
=3x4
=3x4
=4x10 =1.5x3
=3x4
=6x6
15
14 13 12 11 10
912345678
W1 W2
T1
B1
W3
T2
1-09-08
1-10-01
10-05
9-08
12-10-14
12-01-06
12-01-0611-148-148-143-0011-14Scale = 1:32.3
Plate Offsets (X, Y):[4:1-08,Edge], [9:2-06,Edge], [12:1-08,Edge]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.31 Vert(LL)-0.12 12-13 >999 480 MT20 197/144
TCDL 15.0 Lumber DOL 1.00 BC 0.73 Vert(CT)-0.18 12-13 >812 360
BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT)0.01 9 n/a n/a
BCDL 5.0 Code IRC2015/TPI2014 Matrix-S Weight: 49 lb FT = 20%F, 12%E
LUMBER
TOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SPF No.2(flat)
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)9=734/5-08, (min. 1-08), 15=737/ Mechanical, (min. 1-08)
4 4FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2261/0, 3-4=-2261/0, 4-5=-2606/0, 5-6=-2606/0, 6-7=-1404/0, 7-8=-1404/0, 8-9=-1408/0
BOT CHORD 14-15=0/1401, 13-14=0/2606, 12-13=0/2606, 11-12=0/2241
WEBS 9-11=0/1524, 2-15=-1537/0, 2-14=0/949, 6-11=-924/0, 6-12=0/553, 4-14=-557/0
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)Refer to girder(s) for truss to truss connections.
3)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.
4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.6)CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply 221 Job Scheme Used
F05 1 120060559BRFloor Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:47 Page: 1
ID:uZVNdBbKrmD8YFfy3dz8kQz5G78-qBET9lHmLVCMbPXP78x25kBUTvW?1h_YwoKoiiz55i2
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
06/18/2020
3x6 FP
3x6 FP
=3x6
=3x6
=3x8 =1.5x3
=1.5x3
=1.5x3 =1.5x3
=4x10
=4x8
=4x10
=3x8 =1.5x3
=4x8 =1.5x3
=1.5x3
=3x8 =1.5x3 =3x6
=3x8 =1.5x3 =1.5x3
=6x6
36
35 34 33 32 31 3029 2827 26 25 2423 22
211234567891011121314151617181920
W1 W2 T1
B1
T2
B2 W4T3W3
5-076-001-09-08 1-01-14
1-05-00 1-10-01
9-08
31-01-14
5-07-00
30-04-06
12-00-00
24-09-06
12-09-06
12-09-0611-148-148-143-0011-14Scale = 1:56.8
Plate Offsets (X, Y):[4:1-08,Edge], [5:1-08,Edge], [12:1-08,Edge], [13:1-08,Edge], [21:2-06,Edge], [23:1-08,Edge], [24:1-08,Edge]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL)-0.12 34-35 >999 480 MT20 197/144
TCDL 15.0 Lumber DOL 1.00 BC 0.73 Vert(CT)-0.17 34-35 >898 360
BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT)0.03 31 n/a n/a
BCDL 5.0 Code IRC2015/TPI2014 Matrix-S Weight: 118 lb FT = 20%F, 12%E
LUMBER
TOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SPF No.2(flat)
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.
REACTIONS All bearings 3-08. except 36= Mechanical, 21=5-08
(lb) -Max Uplift All uplift 100 (lb) or less at joint(s) 21
Max Grav All reactions 250 (lb) or less at joint(s) except 21=307 (LC 5),25=1255 (LC 4), 31=1713 (LC 16), 36=654 (LC 5)
5 5FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1917/0, 3-4=-1917/0, 4-5=-1991/0, 5-6=-1260/119, 6-7=-1260/119, 7-8=0/2045, 8-9=0/2045, 9-10=-960/419,
10-11=-960/419, 11-12=-960/419, 12-13=-1308/82, 13-14=-1025/0, 14-15=-1025/0, 15-16=0/1168, 16-17=0/1168,
17-18=-465/202, 18-19=-465/202, 19-20=-465/202, 20-21=-469/202
BOT CHORD 35-36=0/1219, 34-35=0/1991, 33-34=0/1991, 32-33=0/1991, 31-32=-611/147, 30-31=-894/114, 29-30=-894/114,
28-29=-82/1308, 27-28=-82/1308, 26-27=-82/1308, 24-25=-579/352, 23-24=-202/465
WEBS 7-31=-1847/0, 2-36=-1338/0, 7-32=0/1323, 2-35=0/770, 3-35=-263/0, 5-32=-997/0, 4-35=-178/284, 15-25=-1407/0,9-31=-1610/0, 15-26=0/916, 9-29=0/1108, 13-26=-341/175, 12-29=-689/0, 17-25=-964/0, 21-23=-219/505, 17-24=0/482
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)Refer to girder(s) for truss to truss connections.
4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21.
5)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.
6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
8)CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply 221 Job Scheme Used
F06 9 120060559BRFloor Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:47 Page: 1
ID:Bj?Io0IiBbWwWA56Sp0l4fz5G6E-qBET9lHmLVCMbPXP78x25kBNWvW?1itYwoKoiiz55i2
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
06/18/2020
3x6 FP
3x6 FP
3x6 FP
3x6 FP=3x4
=3x6
=3x6
=3x8
=3x4 =3x4
=4x10
=4x8
=4x10 =3x4
=3x8
=4x8
=3x4
=3x4
=3x8
=3x8 =3x4
=3x8
=3x8
=4x8
=3x4 =3x4
=4x10
=3x4
=6x6
42
41 40 39 38 37 3635 3433 32 31 3029 28 27 26 25
241234567891011121314151617181920212223
W1 W2 B1
T1 T2
B2
T3
B3 W3T4
6-001-09-08 1-10-011-01-14 1-08-15
9-08
36-07-14
11-01-00
35-10-0612-00-00
24-09-06
12-09-06
12-09-0611-148-148-143-0011-14Scale = 1:65.2
Plate Offsets (X, Y):[4:1-08,Edge], [5:1-08,Edge], [12:1-08,Edge], [13:1-08,Edge], [20:1-08,Edge], [21:1-08,Edge], [24:2-06,Edge]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL)-0.12 40-41 >999 480 MT20 197/144
TCDL 15.0 Lumber DOL 1.00 BC 0.73 Vert(CT)-0.17 40-41 >883 360
BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT)0.03 37 n/a n/a
BCDL 5.0 Code IRC2015/TPI2014 Matrix-S Weight: 137 lb FT = 20%F, 12%E
LUMBER
TOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SPF No.2(flat)
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.
REACTIONS All bearings 3-08. except 42= Mechanical, 24=5-08
(lb) -Max Grav All reactions 250 (lb) or less at joint(s) except 24=589 (LC 5),
31=1599 (LC 4), 37=1706 (LC 3), 42=665 (LC 5)
6 6FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1961/0, 3-4=-1961/0, 4-5=-2067/0, 5-6=-1369/116, 6-7=-1369/116, 7-8=0/2032, 8-9=0/2032, 9-10=0/2032,
10-11=-956/589, 11-12=-956/589, 12-13=-1299/452, 13-14=-1008/513, 14-15=-1008/513, 15-16=0/1792, 16-17=0/1792,
17-18=0/1792, 18-19=-1230/91, 19-20=-1230/91, 20-21=-1650/0, 21-22=-1088/0, 22-23=-1088/0, 23-24=-1092/0
BOT CHORD 41-42=0/1242, 40-41=0/2067, 39-40=0/2067, 38-39=0/2067, 37-38=-608/275, 36-37=-909/114, 35-36=-909/114,34-35=-452/1299, 33-34=-452/1299, 32-33=-452/1299, 31-32=-777/208, 30-31=-528/293, 29-30=-528/293,28-29=0/1650, 27-28=0/1650, 26-27=0/1650
WEBS 7-37=-1845/0, 2-42=-1363/0, 7-38=0/1321, 2-41=0/793, 3-41=-261/0, 5-38=-971/0, 4-41=-205/258, 15-31=-1530/0,10-37=-1595/0, 15-32=0/1031, 10-35=0/1094, 13-32=-500/0, 12-35=-582/0, 18-31=-1658/0, 24-26=0/1181, 18-29=0/1149,21-26=-616/15, 20-29=-723/0
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 1.5x3 MT20 unless otherwise indicated.
3)Refer to girder(s) for truss to truss connections.
4)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.
5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
6)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
7)CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply 221 Job Scheme Used
F08 7 120060559BRFloor Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:48 Page: 1
ID:z43cBB?jIjyY5E6RPiaaz5z5G5J-qBET9lHmLVCMbPXP78x25kBNavWy1iuYwoKoiiz55i2
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
06/18/2020
=6x6
=3x4
=3x6 =1.5x3
=1.5x3
=3x4
=3x4
=3x6 =3x4
10 9 8
7
1 2 3 4 5 6
W2 W3
T2
B1
W1
T1
1-09-08
1-10-01
1-08-13
9-08
9-08
7-04-06
8-01-1411-148-148-143-0011-1411-14Scale = 1:33.1
Plate Offsets (X, Y):[8:1-08,Edge], [9:1-08,Edge]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL)0.15 10 >606 480 MT20 197/144
TCDL 15.0 Lumber DOL 1.00 BC 0.45 Vert(CT)0.17 10 >524 360
BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT)0.02 7 n/a n/a
BCDL 5.0 Code IRC2015/TPI2014 Matrix-S Weight: 30 lb FT = 20%F, 12%E
LUMBER
TOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SPF No.2(flat)
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)1=449/5-08, (min. 1-08), 7=452/ Mechanical, (min. 1-08)
7 7FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-885/0, 2-3=-883/0, 3-4=-883/0, 4-5=-883/0
BOT CHORD 8-9=0/883, 7-8=0/774
WEBS 5-7=-849/0, 1-9=0/958, 5-8=0/267, 3-9=-323/0
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)Refer to girder(s) for truss to truss connections.
3)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.
4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.6)CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply 221 Job Scheme Used
F09 1 120060559BRFloor Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:48 Page: 1
ID:EAf8rqd8hB7VyyYaNqXOUZz5G8O-qBET9lHmLVCMbPXP78x25kBPZvaL1jUYwoKoiiz55i2
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
06/18/2020
=6x6
=3x4
=4x12 =1.5x3
=3x6
=3x4 =1.5x3 =1.5x3
=3x4
=3x4
=4x8 =1.5x3
=3x8
=3x6 =3x4
16 15 14 13 12
11
1 2 3 4 5 6 7 8 9 10
W3W2
T2
B1
W1
T1
9-131-10-01
1-09-08
9-08
9-08
13-10-06
14-07-1411-148-148-143-0011-1411-14Scale = 1:35.3
Plate Offsets (X, Y):[13:1-08,Edge], [14:1-08,Edge]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL)-0.20 12-13 >856 480 MT20 197/144
TCDL 15.0 Lumber DOL 1.00 BC 0.48 Vert(CT)-0.30 12-13 >564 360
BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT)0.00 11 n/a n/a
BCDL 5.0 Code IRC2015/TPI2014 Matrix-S Weight: 55 lb FT = 20%F, 12%E
LUMBER
TOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF 2100F 1.8E(flat)
WEBS 2x4 SPF No.2(flat)
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)1=839/5-08, (min. 1-08), 11=842/ Mechanical, (min. 1-08)
8 8FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1639/0, 2-3=-1634/0, 3-4=-1634/0, 4-5=-3340/0, 5-6=-3340/0, 6-7=-3340/0, 7-8=-2713/0, 8-9=-2713/0
BOT CHORD 14-15=0/2699, 13-14=0/3340, 12-13=0/3292, 11-12=0/1640
WEBS 9-11=-1799/0, 1-15=0/1774, 9-12=0/1184, 4-15=-1174/0, 7-12=-639/0, 4-14=0/822, 7-13=-217/375
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)Refer to girder(s) for truss to truss connections.
3)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.
4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.6)CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply 221 Job Scheme Used
F10 7 120060559BRFloor Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:48 Page: 1
ID:ielxc_rRSjPx6jw2QcscDMz5G86-qBET9lHmLVCMbPXP78x25kBRfvar1guYwoKoiiz55i2
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
06/18/2020
=3x4
=3x6
=3x4
=3x4 =1.5x3
=1.5x3
=3x4
=4x8 =1.5x3
=3x4
=6x6
12
11 10 9 8
712341356
W1 W2
T1
B1
W3
T2
1-09-08
1-10-01
1-05-13
9-08
9-09-14
9-00-06
9-00-0611-148-148-143-0011-14Scale = 1:30.8
Plate Offsets (X, Y):[4:1-08,Edge], [7:2-06,Edge], [11:1-08,Edge]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.25 Vert(LL)-0.06 11-12 >999 480 MT20 197/144
TCDL 15.0 Lumber DOL 1.00 BC 0.55 Vert(CT)-0.09 11-12 >999 360
BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(CT)0.01 7 n/a n/a
BCDL 5.0 Code IRC2015/TPI2014 Matrix-S Weight: 37 lb FT = 20%F, 12%E
LUMBER
TOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SPF No.2(flat)
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)7=607/5-08, (min. 1-08), 12=560/ Mechanical, (min. 1-08)
9 9FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1487/0, 3-4=-1487/0, 4-13=-1076/0, 5-13=-1076/0, 5-6=-1076/0, 6-7=-1081/0
BOT CHORD 11-12=0/1014, 10-11=0/1487, 9-10=0/1487
WEBS 7-9=0/1168, 2-12=-1113/0, 5-9=-259/0, 2-11=0/585, 4-9=-526/0
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)Refer to girder(s) for truss to truss connections.
3)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.
4)Load case(s) 1, 2, 3, 4, 5, 6 has/have been modified. Building designer must review loads to verify that they are correct for the
intended use of this truss.
5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails.Strongbacks to be attached to walls at their outer ends or restrained by other means.
6)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
7)CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (lb/ft)
Vert: 8-12=-10, 1-13=-110, 7-13=-140
2)Dead: Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (lb/ft)
Vert: 8-12=-10, 1-13=-110, 7-13=-140
3)1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (lb/ft)
Vert: 8-12=-10, 1-4=-110, 4-13=-30, 7-13=-60
4)2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (lb/ft)
Vert: 8-12=-10, 1-3=-30, 3-13=-110, 7-13=-140
5)3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (lb/ft)
Vert: 8-12=-10, 1-4=-110, 4-13=-30, 7-13=-60
6)4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (lb/ft)
Vert: 8-12=-10, 1-3=-30, 3-13=-110, 7-13=-140
Job Truss Truss Type Qty Ply 221 Job Scheme Used
F11 3 120060559BRFloor Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:48 Page: 1
ID:Z1RKhoN9?Es8J?_Pkjdrkez5G4q-qBET9lHmLVCMbPXP78x25kBVKvZu1iZYwoKoiiz55i2
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
06/18/2020
712
=MT18HS 12x18
=MT20HS 7x14
=MT20HS 3x10
=4x6
=5x16
=MT18HS 12x18
=5x16
=MT18HS 12x18
=4x6
=MT20HS 3x10
=MT20HS 7x14
=MT18HS 12x18
12 11 27 10 28 9 8 7 629
1 5
21 26
2 4
22 252324
3
T1 T1
B1 B2
W1 W2
W3 W3
W2 W1
HW1HW1
5-01-12
5-01-12
4-10-04
14-10-04
4-10-04
10-00-00
5-01-12
20-00-00
3-09-08
11-10-12
3-09-08
8-01-04
3-09-08
15-08-04
4-03-12
20-00-00
4-03-12
4-03-121-00-006-10-00Scale = 1:50.9
Plate Offsets (X, Y):[1:1-03-08,3-08], [1:4-05,4-13], [3:1-02-08,5-00], [5:1-03-08,3-08], [5:4-05,4-13], [7:7-05,0-08], [9:8-00,2-00], [10:8-00,2-00], [11:6-03,1-00]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL)-0.20 7-9 >999 240 MT18HS 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.65 Vert(CT)-0.31 7-9 >755 180 MT20HS 148/108
TCDL 15.0 Rep Stress Incr NO WB 0.52 Horz(CT)0.08 5 n/a n/a MT20 197/144
BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS
BCDL 10.0 Weight: 332 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF 2100F 1.8E
BOT CHORD 2x10 SP 2400F 2.0E
WEBS 2x4 SPF No.2 *Except* W3:2x4 SPF 2100F 1.8E
SLIDER Left 2x10 SP 2400F 2.0E -- 2-00-00, Right 2x10 SP 2400F 2.0E --2-00-00
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)1=14665/3-08, (req. 6-01), 5=16020/3-08, (req. 6-10)
Max Horiz 1=142 (LC 27)
Max Uplift 1=-1250 (LC 11), 5=-1332 (LC 12)
10 10FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-21=-21087/1801, 2-21=-20973/1812, 2-22=-19231/1673, 22-23=-19189/1676, 3-23=-19162/1691, 3-24=-19271/1697,24-25=-19298/1681, 4-25=-19340/1679, 4-26=-21644/1845, 5-26=-21737/1834
BOT CHORD 1-12=-912/9711, 11-12=-1565/18116, 11-27=-1524/17598, 10-27=-1524/17598, 10-28=-1099/13784, 9-28=-1099/13784,
8-9=-1478/18008, 7-8=-1478/18008, 6-7=-1525/18696, 6-29=-869/10343, 5-29=-869/10343
WEBS 2-11=-244/1920, 2-10=-1581/271, 3-10=-837/9618, 3-9=-853/9931, 4-9=-2062/297, 4-7=-274/2542
NOTES
1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x6 - 3 rows staggered at 7-00 oc.
Bottom chords connected as follows: 2x10 - 5 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 7-10; Vult=130mph (3-second gust) Vasd=103mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) exterior zone and C-C Exterior (2) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 7-0-0, Exterior (2) 7-0-0 to 13-0-0,
Interior (1) 13-0-0 to 16-10-4, Exterior (2) 16-10-4 to 19-10-4 zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
4)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
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 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)WARNING: Required bearing size at joint(s) 1, 5 greater than input bearing size.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1250 lb uplift at joint 1 and 1332 lb
uplift at joint 5.
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.
Job Truss Truss Type Qty Ply 221 Job Scheme Used
G01 1 220060559BRCommon Girder Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:48 Page: 1
ID:_DCc3VX?NKe0UV0jr_VB3Gz5GGG-qBET9lHmLVCMbPXP78x25kBQUvXI1fYYwoKoiiz55i2
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
Continued on page 2
06/18/2020
11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1790 lb down and 190 lb upat 2-0-12, 3316 lb down and 279 lb up at 4-0-12, 3316 lb down and 279 lb up at 6-0-12, 3316 lb down and 279 lb up at 8-0-12,
3316 lb down and 279 lb up at 10-0-12, 3316 lb down and 279 lb up at 12-0-12, 3316 lb down and 279 lb up at 14-0-12, and
3317 lb down and 279 lb up at 16-0-12, and 3317 lb down and 279 lb up at 18-0-12 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=-100, 3-5=-100, 13-17=-20
Concentrated Loads (lb)
Vert: 8=-3316 (B), 11=-3316 (B), 10=-3316 (B), 9=-3316 (B), 7=-3317 (B), 12=-1790 (B), 27=-3316 (B), 28=-3316 (B),29=-3317 (B)
Job Truss Truss Type Qty Ply 221 Job Scheme Used
G01 1 220060559BRCommon Girder Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:48 Page: 2
ID:_DCc3VX?NKe0UV0jr_VB3Gz5GGG-qBET9lHmLVCMbPXP78x25kBQUvXI1fYYwoKoiiz55i2
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
06/18/2020
712
=12x12
=6x6
=3x6
=3x4
=12x12
=MT18HS 9x16
=12x12
=3x4
=3x6
=6x6
=12x12
11 10 22 9 23 8 24 7 6 25
1 5
2 4
20 21
3
T1 T1
B1
W1 W2
W3 W3
W2 W1
HW1 HW1
3-05-04
3-05-04
3-01-12
9-08-12
3-01-12
6-07-00
3-05-04
13-02-00
2-06-11
5-03-10
2-06-11
7-10-06
2-06-11
10-05-01
2-08-15
13-02-00
2-08-15
2-08-151-00-004-10-01Scale = 1:39.3
Plate Offsets (X, Y):[1:Edge,3-08], [3:1-01-04,2-04], [5:0-09,Edge], [8:5-08,7-12], [9:5-08,7-12]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL)-0.10 8-9 >999 240 MT20 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.47 Vert(CT)-0.15 8-9 >999 180 MT18HS 197/144
TCDL 15.0 Rep Stress Incr NO WB 0.72 Horz(CT)0.01 5 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS
BCDL 10.0 Weight: 193 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x10 SP 2400F 2.0E
WEBS 2x4 SPF No.2
SLIDER Left 2x6 SPF No.2 -- 2-00-00, Right 2x6 SPF No.2 -- 2-00-00
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-3-2 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)1=9616/3-08, (req. 4-00), 5=8703/3-08, (req. 3-10)
Max Horiz 1=93 (LC 8)
Max Uplift 1=-820 (LC 11), 5=-789 (LC 12)
12 12FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-10557/957, 2-20=-10366/982, 3-20=-10326/994, 3-21=-9837/968, 4-21=-9880/956, 4-5=-9211/885
BOT CHORD 1-11=-460/4687, 10-11=-803/9070, 10-22=-810/9054, 9-22=-810/9054, 9-23=-607/7252, 8-23=-607/7252,
8-24=-747/8224, 7-24=-747/8224, 6-7=-717/7908, 6-25=-395/4166, 5-25=-395/4166
WEBS 2-9=-268/96, 3-9=-507/5841, 3-8=-430/4364, 4-8=-151/557, 4-7=-982/96
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 9-00 oc.
Bottom chords connected as follows: 2x10 - 5 rows staggered at 8-00 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 7-10; Vult=130mph (3-second gust) Vasd=103mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
4)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by2-00-00 wide will fit between the bottom chord and any other members.
8)WARNING: Required bearing size at joint(s) 1, 5 greater than input bearing size.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 820 lb uplift at joint 1 and 789 lb
uplift at joint 5.
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)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3317 lb down and 279 lb upat 1-8-12, 3317 lb down and 279 lb up at 3-8-12, 3317 lb down and 279 lb up at 5-8-12, 2275 lb down and 223 lb up at 7-8-12,and 2275 lb down and 223 lb up at 9-8-12, and 2275 lb down and 223 lb up at 11-8-12 on bottom chord. The design/selectionof 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
Job Truss Truss Type Qty Ply 221 Job Scheme Used
G02 1 220060559BRCommon Girder Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:48 Page: 1
ID:UwdXfPCF5YcW7d_NrcUF35z5GCo-qBET9lHmLVCMbPXP78x25kBOPva81cWYwoKoiiz55i2
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
Continued on page 2
06/18/2020
Uniform Loads (lb/ft)
Vert: 1-3=-100, 3-5=-100, 12-16=-20
Concentrated Loads (lb)
Vert: 8=-2275 (F), 11=-3317 (F), 22=-3317 (F), 23=-3317 (F), 24=-2275 (F), 25=-2275 (F)
Job Truss Truss Type Qty Ply 221 Job Scheme Used
G02 1 220060559BRCommon Girder Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:48 Page: 2
ID:UwdXfPCF5YcW7d_NrcUF35z5GCo-qBET9lHmLVCMbPXP78x25kBOPva81cWYwoKoiiz55i2
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
06/18/2020
712
=4x8
=5x6
=2x4
=3x6
=MT20HS 3x10
=3x8
=4x10
=4x6
=4x6
16 7
6
1 8
13
2
14
3
154
5
T2
T1
B1
W1 W2
W3
HW1
BL1
7-06-15
15-01-14
7-06-15
7-06-15
5-08
15-01-14
7-01-07
14-08-06
7-06-15
7-06-159-10-011-00-008-08-011-02-00Scale = 1:66.5
Plate Offsets (X, Y):[1:5-15,0-06], [5:4-08,Edge]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL)0.07 7-11 >999 240 MT20HS 148/108
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.41 Vert(CT)-0.11 7-11 >999 180 MT20 197/144
TCDL 15.0 Rep Stress Incr YES WB 0.34 Horz(CT)0.05 13 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS
BCDL 10.0 Weight: 85 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2 *Except* T1:2x4 SPF 2100F 1.8E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x6 SPF No.2
SLIDER Left 2x8 SP No.1 -- 2-06-00
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.
WEBS 1 Row at midpt 3-6, 5-13
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)1=900/3-08, (min. 1-08), 13=846/3-08, (min. 1-08)
Max Horiz 1=309 (LC 11)
Max Uplift 1=-33 (LC 11), 13=-239 (LC 11)
Max Grav 1=937 (LC 17), 13=1007 (LC 17)
14 14FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-307/0, 2-14=-1020/0, 3-14=-825/10, 3-15=-331/0, 6-13=-130/625, 5-13=-130/625
BOT CHORD 1-16=-360/850, 7-16=-223/850, 6-7=-223/850
WEBS 3-6=-950/278, 5-13=-1010/239
NOTES
1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=103mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed;MWFRS (envelope) exterior zone and C-C Exterior (2) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 14-6-10 zone; cantilever left and rightexposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60
2)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)All plates are MT20 plates unless otherwise indicated.
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 = 10.0psf.
6)Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 1 and 239 lb uplift
at joint 13.
8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply 221 Job Scheme Used
M01 7 120060559BRMonopitch Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:48 Page: 1
ID:c3HC0LG4ZvTxK3fPYtaaxqz55tg-qBET9lHmLVCMbPXP78x25kBM8vb11iDYwoKoiiz55i2
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
06/18/2020
712
=3x4 =2x4 =2x4
=4x4
=2x4 =2x4 =2x4
=3x4
71
10 9 8
2 6
53
4
T1 T1
B1
ST2
ST1 ST1
9-12
9-12
9-12
12-01-11
5-03-02
11-04-00
5-03-02
6-00-14
10-06-043-06-124-051-10-1-103-05-023-05-02Scale = 1:32.5
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL)n/a -n/a 999 MT20 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.12 Vert(CT)n/a -n/a 999
TCDL 15.0 Rep Stress Incr YES WB 0.04 Horz(CT)0.00 6 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS
BCDL 10.0 Weight: 35 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF 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 10-06-04.
(lb) -Max Horiz 2=-84 (LC 9), 11=-84 (LC 9)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 6, 11, 15 except 8=-108
(LC 12), 10=-109 (LC 11)
Max Grav All reactions 250 (lb) or less at joint(s) 2, 6, 9, 11, 15 except
8=425 (LC 19), 10=425 (LC 18)
15 15FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-10=-321/119, 5-8=-321/118
NOTES
1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=103mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed;MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ; end vertical left and rightexposed;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 StandardIndustry 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=1.10
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 2.00 times flat roof load of 35.0 psf on overhangsnon-concurrent with other live loads.
6)Gable requires continuous bottom chord bearing.
7)Gable studs spaced at 2-0-0 oc.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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 2, 6
except (jt=lb) 10=109, 8=108.
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)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified
building designer.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply 221 Job Scheme Used
PB01 2 120060559BRPiggyback Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:48 Page: 1
ID:gkBrj90TdXO7U32Mz3sZOJz5GPz-qBET9lHmLVCMbPXP78x25kBW6vgU1n0YwoKoiiz55i2
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
06/18/2020
712
=4x4
=4x6
=2x4 =4x4
51
6
2 4
1514
3
T1 T1
B1
ST1
9-12
9-12
9-12
12-01-11
5-03-02
11-04-00
5-03-02
6-00-14
10-06-043-06-124-051-10-1-103-05-023-05-02Scale = 1:32.6
Plate Offsets (X, Y):[2:1-09,Edge], [3:3-02,2-00], [4:1-09,Edge]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL)n/a -n/a 999 MT20 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.44 Vert(CT)n/a -n/a 999
TCDL 15.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.00 2 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS
BCDL 10.0 Weight: 31 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF 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 StabilizerInstallation guide.REACTIONS All bearings 10-06-04.
(lb) -Max Horiz 2=-84 (LC 9), 7=-84 (LC 9)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 4, 6, 7, 11
Max Grav All reactions 250 (lb) or less at joint(s) except 2=408 (LC 18),
4=408 (LC 19), 6=558 (LC 1), 7=408 (LC 18), 11=408 (LC 19)
16 16FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-14=-293/84, 4-15=-293/84
WEBS 3-6=-327/56
NOTES
1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=103mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed;MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ; end vertical left and rightexposed;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 StandardIndustry 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=1.10
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 2.00 times flat roof load of 35.0 psf on overhangsnon-concurrent with other live loads.
6)Gable requires continuous bottom chord bearing.
7)Gable studs spaced at 4-0-0 oc.
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 by2-00-00 wide will fit between the bottom chord and any other members.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4, 6, 2, 4.
10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.
11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified
building designer.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply 221 Job Scheme Used
PB02 16 120060559BRPiggyback Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:48 Page: 1
ID:GR17fxAFKq98AD63n?6ryGz5GPl-qBET9lHmLVCMbPXP78x25kBR8vbU1miYwoKoiiz55i2
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
06/18/2020
712
=3x4
=4x4
=5x6
=3x4
33
32 31 30 29 28 27 26 25 24 23 22 21 20
19
18
1 17
2 16
3 15
4 14
5 13
34 35612
117108
9
W1
T2
T1
T2
T3
W1B1B2
ST7
ST6
ST5
ST4
ST3
ST2
ST1
ST6
ST5
ST4
ST3
ST2
ST1
10-08
29-01-08
14-01-08
14-01-08
14-01-08
28-03-00
28-03-001-00-009-02-14Scale = 1:60.6
Plate Offsets (X, Y):[25:3-00,3-00]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL)n/a -n/a 999 MT20 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.09 Vert(CT)n/a -n/a 999
TCDL 15.0 Rep Stress Incr YES WB 0.32 Horz(CT)0.01 19 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-MR
BCDL 10.0 Weight: 145 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS T-Brace:2x4 SPF No.2 - 9-26
Fasten (2X) T and I braces to narrow edge of web with 10d
(0.131"x3") nails, 6in o.c.,with 3in minimum end distance.
Brace must cover 90% of web length.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 28-03-00.
(lb) -Max Horiz 33=-239 (LC 7)
Max Uplift All uplift 100 (lb) or less at joint(s) 19, 21, 22, 23, 24, 25, 27,28, 29, 30, 31, 33 except 20=-125 (LC 12), 32=-133 (LC 11)
Max Grav All reactions 250 (lb) or less at joint(s) 21, 22, 23, 29, 30, 31,
33 except 19=258 (LC 17), 20=265 (LC 22), 24=303 (LC 19),
25=341 (LC 19), 26=257 (LC 24), 27=347 (LC 18), 28=311 (LC
18), 32=312 (LC 21)
17 17FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 8-9=-256/291, 9-10=-256/291
WEBS 8-27=-306/78, 6-28=-271/88, 10-25=-300/78, 12-24=-260/87
NOTES
1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=103mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) exterior zone and C-C Corner (3) 0-1-12 to 3-1-12, Exterior (2) 3-1-12 to 11-1-8, Corner (3) 11-1-8 to 17-1-8,
Exterior (2) 17-1-8 to 26-1-8, Corner (3) 26-1-8 to 29-1-8 zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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=1.10
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 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)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
9)Gable studs spaced at 2-0-0 oc.
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) 33, 19, 27, 28,29, 30, 31, 25, 24, 23, 22, 21 except (jt=lb) 32=133, 20=124.
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)Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply 221 Job Scheme Used
T01GE 1 120060559BRCommon Supported Gable Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:48 Page: 1
ID:onXcbDayZzJSdI8ODRCboEz5GPE-qBET9lHmLVCMbPXP78x25kBWbvg21ieYwoKoiiz55i2
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
06/18/2020
712
=5x10
=5x6
=3x6
=3x6
=3x6
=3x6
=5x8
=3x6
=5x6
=3x8
=4x8
=5x8
=3x6 =4x8
=4x8
=8x8
=5x12 =3x8
=3x6 =3x8
=5x8
=3x4
=4x10
=3x6 =3x8
=5x6
=4x10
41 75 76 40 39 77 38 37 36 3534 33 32 3130 29 28 27
2612524
51 56
2
5753
66 23
49
746722
44 52
3 21687320
46 5443
19
47 55
7269
45 50
184
42
17
16
48
56 7 15
8 9 1070 11 7112 13 14
T2
T1
T3
T4
T5
B1 B3B2
W1
W2 W3
W5 W7 W9 W7 W5
W3 W2
W1
W4
W6
W8
W10
HW1 HW2
ST3
ST4
ST2ST1 ST3
ST5
ST6
ST7
ST8
ST9
ST10
ST11
ST12 ST13
ST14
ST15
ST16
ST17
ST18
10-08
47-04-08
2-10-10
14-04-15
2-08-12
17-01-11
6-01-05
23-03-00
6-01-05
29-04-05
5-07-06
40-07-02
5-07-06
11-06-05
5-10-14
5-10-14
5-07-06
34-11-11
5-10-14
46-06-00
1-04-13
29-06-01
4-10-04
28-01-04
6-03-01
23-03-00
8-03-06
37-09-06
8-03-06
16-11-15
8-08-10
8-08-10
8-08-10
46-06-001-00-0011-00-00Scale = 1:79.9
Plate Offsets (X, Y):[1:7-15,Edge], [8:3-00,1-12], [14:5-06,2-08], [17:2-08,3-00], [25:7-03,0-02], [36:6-00,2-00]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL)-0.24 39-41 >999 240 MT20 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.92 Vert(CT)-0.37 39-41 >922 180
TCDL 15.0 Rep Stress Incr YES WB 0.80 Horz(CT)0.05 36 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS
BCDL 10.0 Weight: 333 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2 *Except* T1:2x4 SPF 2100F 1.8E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF No.2
SLIDER Left 2x8 SP No.1 -- 2-06-00, Right 2x8 SP No.1 -- 1-06-00
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc purlins,
except
2-0-0 oc purlins (6-0-0 max.): 8-14.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS T-Brace:2x4 SPF No.2 - 4-39, 14-36
Fasten (2X) T and I braces to narrow edge of web with 10d
(0.131"x3") nails, 6in o.c.,with 3in minimum end distance.
Brace must cover 90% of web length.
JOINTS 1 Brace at Jt(s): 42, 43, 44, 45,
49, 50, 51, 52, 53, 54, 57
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 18-06-08. except 1= Mechanical, 37=3-08
(lb) -Max Horiz 1=-256 (LC 9)
Max Uplift All uplift 100 (lb) or less at joint(s) 25, 29, 31, 33, 35, 62 except
1=-171 (LC 11), 27=-129 (LC 12), 28=-145 (LC 32), 30=-435
(LC 32), 32=-135 (LC 32), 36=-332 (LC 8)
Max Grav All reactions 250 (lb) or less at joint(s) 28, 29, 30, 32, 37 except
1=1810 (LC 30), 25=259 (LC 34), 27=516 (LC 30), 31=432 (LC
30), 33=316 (LC 30), 35=459 (LC 30), 36=3184 (LC 18),
62=259 (LC 34)
18 18FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-421/0, 2-66=-2558/289, 66-67=-2488/290, 3-67=-2318/302, 3-68=-2222/292, 68-69=-2004/304, 4-69=-1807/318,
4-5=-1121/269, 5-6=-927/281, 6-7=-808/233, 7-8=-772/251, 8-9=-645/235, 9-10=-645/235, 10-70=-645/235,
11-70=-645/235, 11-71=-62/1027, 12-71=-62/1027, 12-13=-62/1027, 13-14=-62/1027, 14-15=-83/1263, 15-16=-70/1283,
16-17=-66/1242, 17-18=-67/1103, 18-72=-38/503, 19-72=-45/424, 19-20=-39/472, 20-73=-28/414, 21-73=-34/316,
21-22=-39/279
BOT CHORD 1-41=-301/2080, 41-75=-177/1495, 75-76=-177/1495, 40-76=-177/1495, 39-40=-177/1495, 39-77=-120/543,
38-77=-120/543, 37-38=-120/547, 36-37=-120/547, 35-36=-555/174, 34-35=-555/174, 33-34=-555/174, 32-33=-555/174,
31-32=-555/174, 30-31=-555/174
WEBS 3-41=-602/202, 4-41=-87/695, 4-39=-1120/226, 39-43=-104/1224, 43-45=-120/1312, 11-45=-125/1339, 11-50=-1808/188,
50-52=-1869/196, 36-52=-1960/208, 14-36=-819/93, 36-53=-743/156, 53-54=-791/167, 18-54=-822/173, 18-55=-147/808,
55-56=-119/642, 30-56=-128/702, 30-57=-366/102, 21-57=-338/94, 6-48=-351/92, 42-48=-396/100, 42-47=-378/95,
43-47=-424/117, 43-46=-443/125, 44-46=-472/136, 44-49=-462/127, 49-51=-465/132, 36-51=-492/145, 9-47=-280/47,
15-53=-345/80, 35-53=-406/90, 33-54=-279/78, 19-56=-350/93, 31-56=-398/97, 23-27=-404/132
NOTES
1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=103mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed;MWFRS (envelope) exterior zone and C-C Exterior (2) 0-0-0 to 4-7-13, Interior (1) 4-7-13 to 10-6-13, Exterior (2) 10-6-13 to35-11-3, Interior (1) 35-11-3 to 42-8-11, Exterior (2) 42-8-11 to 47-4-8 zone; cantilever left and right exposed ; end vertical left andright 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=1.10
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 2.00 times flat roof load of 35.0 psf on overhangs
non-concurrent with other live loads.
Job Truss Truss Type Qty Ply 221 Job Scheme Used
T01SGE 1 120060559BRPiggyback Base Structural Gable Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:48 Page: 1
ID:EoyaKZTopvzJLG3NMB?A77z5GMo-qBET9lHmLVCMbPXP78x25kBOPvT11bFYwoKoiiz55i2
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
Continued on page 2
06/18/2020
6)Provide adequate drainage to prevent water ponding.
7)All plates are 2x4 MT20 unless otherwise indicated.
8)The Fabrication Tolerance at joint 14 = 8%
9)Gable studs spaced at 2-0-0 oc.
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, with BCDL = 10.0psf.
11)Refer to girder(s) for truss to truss connections.
12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 35, 33, 31,29, 25 except (jt=lb) 1=170, 36=331, 30=434, 32=134, 28=144, 27=129.
13)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.
14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
15)Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply 221 Job Scheme Used
T01SGE 1 120060559BRPiggyback Base Structural Gable Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:48 Page: 2
ID:EoyaKZTopvzJLG3NMB?A77z5GMo-qBET9lHmLVCMbPXP78x25kBOPvT11bFYwoKoiiz55i2
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
06/18/2020
712
=8x12
=4x8
=2x4
=3x6
=4x4
=4x6
=MT18HS 3x12
=3x8 =5x8
=2x4
=4x8 =5x8
=3x8
=MT18HS 3x12
=4x6
=4x4
=3x6 =2x4
=4x8
=8x12
21 40 41 20 19 42 18 43 17 1644 45 15
14113
2 12
30 3938313113237
33 36104
95
6 34 7 35 8
T2
T1
T3
T4
T1
B1 B3B2
W1
W2 W3
W4 W5 W6 W5 W4
W3 W2
W1
HW1 HW1
10-08
47-04-08
6-01-05
23-03-00
6-01-05
29-04-05
5-07-06
40-07-02
5-07-06
11-06-05
5-10-14
5-10-14
5-07-06
17-01-11
5-07-06
34-11-11
5-10-14
46-06-00
6-03-01
29-06-01
6-03-01
23-03-00
8-03-06
37-09-06
8-03-06
16-11-15
8-08-10
8-08-10
8-08-10
46-06-0011-00-081-00-0011-00-00Scale = 1:81.9
Plate Offsets (X, Y):[6:4-01,2-08], [8:4-01,2-08]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL)-0.33 15-17 >999 240 MT20 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.72 Vert(CT)-0.54 15-17 >999 180 MT18HS 197/144
TCDL 15.0 Rep Stress Incr YES WB 0.48 Horz(CT)0.24 13 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS
BCDL 10.0 Weight: 267 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF No.2 *Except* T1:2x6 SPF 2100F 1.8E
BOT CHORD 2x4 SPF 2100F 1.8E
WEBS 2x4 SPF No.2
SLIDER Left 2x6 SPF No.2 -- 2-06-00, Right 2x6 SPF No.2 -- 2-06-00
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins,
except
2-0-0 oc purlins (3-10-8 max.): 6-8.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-19, 7-19, 7-17, 10-17
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)1=2789/ Mechanical, (min. 1-08), 13=2878/3-08, (req. 4-06)
Max Horiz 1=-257 (LC 9)
Max Uplift 1=-259 (LC 11), 13=-279 (LC 12)
Max Grav 1=3336 (LC 30), 13=3425 (LC 30)
20 20FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1351/96, 2-30=-5205/580, 30-31=-5133/592, 3-31=-4967/600, 3-32=-4847/591, 32-33=-4731/600, 4-33=-4474/617,
4-5=-3994/604, 5-6=-3734/622, 6-34=-3192/577, 7-34=-3192/577, 7-35=-3191/576, 8-35=-3191/576, 8-9=-3729/621,
9-10=-3993/595, 10-36=-4467/611, 36-37=-4725/593, 11-37=-4840/586, 11-38=-4960/593, 38-39=-5125/583,
12-39=-5198/573, 12-13=-1041/83
BOT CHORD 1-21=-426/4254, 21-40=-332/3953, 40-41=-332/3953, 20-41=-332/3953, 19-20=-332/3953, 19-42=-247/3303,
18-42=-247/3303, 18-43=-247/3303, 17-43=-247/3303, 16-17=-329/3950, 16-44=-329/3950, 44-45=-329/3950,
15-45=-329/3950, 13-15=-389/4245
WEBS 3-21=-279/207, 4-21=-58/428, 4-19=-1239/272, 6-19=-160/1351, 7-19=-704/215, 7-18=0/305, 7-17=-705/215,
8-17=-160/1351, 10-17=-1236/272, 10-15=-58/424, 11-15=-273/209
NOTES
1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=103mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed;MWFRS (envelope) exterior zone and C-C Exterior (2) 0-0-0 to 4-7-13, Interior (1) 4-7-13 to 10-6-13, Exterior (2) 10-6-13 to35-11-3, Interior (1) 35-11-3 to 42-8-11, Exterior (2) 42-8-11 to 47-4-8 zone; cantilever left and right exposed ; end vertical left andright 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=1.10
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 2.00 times flat roof load of 35.0 psf on overhangsnon-concurrent with other live loads.
5)Provide adequate drainage to prevent water ponding.
6)All plates are MT20 plates unless otherwise indicated.
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 by2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf.
8)WARNING: Required bearing size at joint(s) 13 greater than input bearing size.
9)Refer to girder(s) for truss to truss connections.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 259 lb uplift at joint 1 and 279 lb
uplift at joint 13.
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.
Job Truss Truss Type Qty Ply 221 Job Scheme Used
T02 6 120060559BRPiggyback Base Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:48 Page: 1
ID:sROGmE9BR7sGuujy5hy9ryz5GGk-qBET9lHmLVCMbPXP78x25kBO1vWC1gAYwoKoiiz55i2
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
Continued on page 2
06/18/2020
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply 221 Job Scheme Used
T02 6 120060559BRPiggyback Base Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:48 Page: 2
ID:sROGmE9BR7sGuujy5hy9ryz5GGk-qBET9lHmLVCMbPXP78x25kBO1vWC1gAYwoKoiiz55i2
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
06/18/2020
712
=8x12
=4x8
=2x4
=3x6
=4x4
=4x6
=MT18HS 3x12
=3x8 =5x8
=2x4
=4x8 =5x8
=3x8
=MT18HS 3x12
=4x6
=4x4
=3x6 =2x4
=4x8
=8x12
20 39 40 19 18 41 17 42 16 1543 44 14
1 13
2 12
29 38
30 373113136
32 35410
95
6 33 7 34 8
T2
T1
T3
T2
T1
B1 B3B2
W1
W2 W3
W4 W5 W6 W5 W4
W3 W2
W1
HW1 HW1
6-01-05
23-03-00
6-01-05
29-04-05
5-07-06
40-07-02
5-07-06
11-06-05
5-10-14
5-10-14
5-07-06
34-11-11
5-07-06
17-01-11
5-10-14
46-06-00
6-03-01
23-03-00
6-03-01
29-06-01
8-03-06
37-09-06
8-03-06
16-11-15
8-08-10
8-08-10
8-08-10
46-06-001-00-0011-00-00Scale = 1:78.7
Plate Offsets (X, Y):[6:4-01,2-08], [8:4-01,2-08]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL)-0.33 14-16 >999 240 MT20 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.71 Vert(CT)-0.53 14-16 >999 180 MT18HS 197/144
TCDL 15.0 Rep Stress Incr YES WB 0.48 Horz(CT)0.24 13 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS
BCDL 10.0 Weight: 265 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF No.2 *Except* T1:2x6 SPF 2100F 1.8E
BOT CHORD 2x4 SPF 2100F 1.8E
WEBS 2x4 SPF No.2
SLIDER Left 2x6 SPF No.2 -- 2-06-00, Right 2x6 SPF No.2 -- 2-06-00
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-1-7 oc purlins,
except
2-0-0 oc purlins (3-10-8 max.): 6-8.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-18, 7-18, 7-16, 10-16
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)1=2790/ Mechanical, (min. 1-08), 13=2790/ Mechanical, (min.1-08)
Max Horiz 1=248 (LC 8)
Max Uplift 1=-259 (LC 11), 13=-259 (LC 12)
Max Grav 1=3337 (LC 29), 13=3337 (LC 29)
22 22FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1351/96, 2-29=-5206/581, 29-30=-5134/593, 3-30=-4968/602, 3-31=-4848/594, 31-32=-4733/601, 4-32=-4475/618,
4-5=-3996/606, 5-6=-3736/623, 6-33=-3193/578, 7-33=-3193/578, 7-34=-3193/578, 8-34=-3193/578, 8-9=-3736/623,
9-10=-3996/606, 10-35=-4475/618, 35-36=-4733/601, 11-36=-4848/594, 11-37=-4968/602, 37-38=-5134/593,
12-38=-5206/581, 12-13=-1095/96
BOT CHORD 1-20=-434/4255, 20-39=-359/3954, 39-40=-359/3954, 19-40=-359/3954, 18-19=-359/3954, 18-41=-274/3305,
17-41=-274/3305, 17-42=-274/3305, 16-42=-274/3305, 15-16=-359/3954, 15-43=-359/3954, 43-44=-359/3954,
14-44=-359/3954, 13-14=-425/4255
WEBS 3-20=-279/207, 4-20=-58/428, 4-18=-1239/272, 6-18=-161/1351, 7-18=-704/215, 7-17=0/305, 7-16=-704/215,
8-16=-161/1351, 10-16=-1239/272, 10-14=-59/429, 11-14=-279/208
NOTES
1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=103mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed;MWFRS (envelope) exterior zone and C-C Exterior (2) 0-0-0 to 4-7-13, Interior (1) 4-7-13 to 10-6-13, Exterior (2) 10-6-13 to35-11-3, Interior (1) 35-11-3 to 41-10-3, Exterior (2) 41-10-3 to 46-6-0 zone; cantilever left and right exposed ; end vertical left
and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
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 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 = 10.0psf.
7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 259 lb uplift at joint 1 and 259 lb
uplift at joint 13.
9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 andreferenced 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 221 Job Scheme Used
T03 3 120060559BRPiggyback Base Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:48 Page: 1
ID:gE7OBDCd2rvTvlBmyb1e8Hz5GHz-qBET9lHmLVCMbPXP78x25kBOAvWF1gBYwoKoiiz55i2
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
06/18/2020
712
=4x4
=3x8
=5x10
=3x4
=3x4
=4x4
=8x8
=4x4
=3x6
=MT18HS 5x12
=3x6
=2x4
=4x4
=4x10
15 14 25 2613 27 12 11 28 10 29
9872423
6
22
5
1
2 20 3 21 4
T1 T2
T3
T4W1
B1 B2
W3 W4 W5 W6 W3
W7 W8
W2
HW2
10-08
32-02-02
1-11-06
1-11-06
6-01-05
8-00-10
6-01-05
14-01-15
8-05-02
22-07-00
8-08-10
31-03-10
1-09-10
1-09-10
4-05-12
14-03-11
8-00-05
9-09-14
8-03-06
22-07-00
8-08-10
31-03-1011-00-089-10-061-00-0011-00-00Scale = 1:85.2
Plate Offsets (X, Y):[2:2-04,3-04], [4:5-08,4-00], [8:4-14,0-02]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL)-0.13 13-14 >882 240 MT20 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.67 Vert(CT)-0.22 13-14 >537 180 MT18HS 197/144
TCDL 15.0 Rep Stress Incr YES WB 0.78 Horz(CT)0.03 8 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS
BCDL 10.0 Weight: 203 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
SLIDER Right 2x6 SPF No.2 -- 1-06-00
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 13-14.
WEBS 1 Row at midpt 2-14, 3-13, 6-12, 1-15, 2-15
WEBS 2 Rows at 1/3 pts 4-13
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)8=1274/5-08, (min. 2-09), 13=2203/3-08, (req. 3-12), 15=350/Mechanical, (min. 1-08)
Max Horiz 15=-389 (LC 9)
Max Uplift 8=-203 (LC 12), 13=-67 (LC 7), 15=-157 (LC 7)
Max Grav 8=1632 (LC 30), 13=2405 (LC 30), 15=542 (LC 29)
23 23FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-21=-52/392, 4-21=-52/392, 4-5=-379/229, 5-22=-429/207, 6-22=-762/190, 6-23=-1581/260, 23-24=-1962/232,
7-24=-2078/228, 7-8=-655/15
BOT CHORD 14-15=-177/288, 14-25=-349/230, 25-26=-349/230, 13-26=-349/230, 13-27=-42/335, 12-27=-42/335, 11-12=-97/1609,
11-28=-97/1609, 10-28=-97/1609, 10-29=-97/1609, 8-29=-97/1609
WEBS 3-14=0/571, 3-13=-1226/203, 4-13=-1707/173, 4-12=-111/1032, 6-12=-1555/309, 6-10=0/380, 2-15=-620/202
NOTES
1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=103mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed;MWFRS (envelope) exterior zone and C-C Exterior (2) 15-4-2 to 21-6-13, Interior (1) 21-6-13 to 24-11-3, Exterior (2) 24-11-3 to33-9-7, Interior (1) 33-9-7 to 44-2-15, Exterior (2) 44-2-15 to 47-4-8 zone; cantilever left and right exposed ; end vertical left andright 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=1.10
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 2.00 times flat roof load of 35.0 psf on overhangsnon-concurrent with other live loads.
5)Provide adequate drainage to prevent water ponding.
6)All plates are MT20 plates unless otherwise indicated.
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 by2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf.
8)WARNING: Required bearing size at joint(s) 13 greater than input bearing size.
9)Refer to girder(s) for truss to truss connections.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 157 lb uplift at joint 15, 67 lb uplift atjoint 13 and 203 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 221 Job Scheme Used
T04 3 120060559BRPiggyback Base Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:48 Page: 1
ID:ZTJ2uzrp6d7kJ8u?CIVbwyz5GIR-qBET9lHmLVCMbPXP78x25kBLSvXx1bZYwoKoiiz55i2
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
06/18/2020
712
=4x4
=3x8
=5x12
=5x6 =2x4
=4x8 =5x8
=4x8
=MT20HS 3x10
=5x10
=3x6
=2x4
=4x6
=6x10
14
13 24 12 25 11 10 26 9 27
8
7
23
6
22
521
1
2 19 3 20 4
T1 T2
T3
T4W1
B1 B2
W3 W4 W5 W4 W3
W6 W7
W2
HW2
1-11-06
1-11-06
6-01-05
8-00-10
6-01-05
14-01-15
8-08-10
31-03-10
8-05-02
22-07-00
1-09-10
1-09-10
6-03-01
8-00-10
6-03-01
14-03-11
8-03-06
22-07-00
8-08-10
31-03-109-10-061-00-0011-00-00Scale = 1:78.8
Plate Offsets (X, Y):[2:3-08,2-12], [4:4-04,3-00], [8:4-14,0-02]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL)-0.16 9-11 >999 240 MT20 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.97 Vert(CT)-0.31 9-11 >999 180 MT20HS 148/108
TCDL 15.0 Rep Stress Incr YES WB 0.90 Horz(CT)0.10 8 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS
BCDL 10.0 Weight: 203 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
SLIDER Right 2x6 SPF No.2 -- 2-00-00
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (5-6-5 max.): 2-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
2-2-0 oc bracing: 8-9.
WEBS 1 Row at midpt 6-11, 1-14
WEBS 2 Rows at 1/3 pts 3-13, 2-14
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)8=1869/ Mechanical, (min. 1-08), 14=1869/ Mechanical, (min.1-08)
Max Horiz 14=-380 (LC 9)
Max Uplift 8=-203 (LC 12), 14=-203 (LC 7)
Max Grav 8=2295 (LC 29), 14=2106 (LC 28)
24 24FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-19=-377/212, 3-19=-377/212, 3-20=-1538/353, 4-20=-1538/353, 4-21=-1788/338, 5-21=-1835/316, 5-22=-1895/312,
6-22=-2159/299, 6-23=-2915/342, 7-23=-3392/314, 7-8=-753/32
BOT CHORD 13-14=-143/482, 13-24=-129/1228, 12-24=-129/1228, 12-25=-129/1228, 11-25=-129/1228, 10-11=-192/2729,
10-26=-192/2729, 9-26=-192/2729, 9-27=-192/2729, 8-27=-192/2729
WEBS 2-13=-208/1564, 3-13=-1754/235, 3-12=0/365, 3-11=-149/1023, 4-11=0/269, 6-11=-1443/308, 6-9=0/354, 2-14=-2119/261
NOTES
1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=103mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed;MWFRS (envelope) exterior zone and C-C Exterior (2) 15-4-2 to 21-6-13, Interior (1) 21-6-13 to 24-11-3, Exterior (2) 24-11-3 to33-9-7, Interior (1) 33-9-7 to 43-4-7, Exterior (2) 43-4-7 to 46-6-0 zone; cantilever left and right exposed ; end vertical left andright 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=1.10
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 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 = 10.0psf.
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 14 and 203 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 221 Job Scheme Used
T04A 4 120060559BRPiggyback Base Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:48 Page: 1
ID:gE7OBDCd2rvTvlBmyb1e8Hz5GHz-M?g5yPG8aB4WzFyCZQPpYWf91V71I6RPh8aEAFz55i3
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
06/18/2020
712
=4x8
=5x6
=3x8
=3x6
=4x10 =3x4
=3x6
=3x8
=3x6
=3x8
=3x6
=3x8
=5x6
=4x8 =4x8
=6x8
=3x6 =4x8
=4x8
=3x8
=5x6
=6x8
=3x6
=3x6
=6x10
=3x6
=5x6
=4x12
43 42 41 4039 38 37 3635 34 33 32 31 30 29 2877 78 27
26125
54
24
52
2
53 49 56
763
46
75684
454857
5 236974
58
6
50
59
7
51 44
7370
47 55
22821
9 2010
11 19
12 13 1471 15 7216 17 18
T2
T1
T3
T4
T5
B1 B2B1
W1
W2 W3
W4 W5 W6 W5 W4
W3 W2
W1
W9
W8
W7HW1 HW2
ST14
ST15
ST12
ST13
ST10
ST11
ST8
ST9
ST7ST5
ST6
ST3
ST4
ST2
ST1
ST14
ST16
ST12
ST17
ST18 ST19
10-08
47-04-08
6-01-05
23-03-00
6-01-05
29-04-05
5-07-06
40-07-02
5-07-06
11-06-05
5-10-14
5-10-14
5-07-06
17-01-11
5-07-06
34-11-11
5-10-14
46-06-00
1-09-04
25-00-04
4-05-13
29-06-01
6-03-01
23-03-00
8-03-06
37-09-06
8-03-06
16-11-15
8-08-10
8-08-10
8-08-10
46-06-001-00-0011-00-00Scale = 1:79.9
Plate Offsets (X, Y):[1:5-15,0-06], [12:3-00,1-12], [18:4-00,2-04], [21:2-00,Edge], [25:7-15,Edge]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 1.00 Vert(LL)-0.24 27-29 >999 240 MT20 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.80 Vert(CT)-0.36 27-29 >707 180
TCDL 15.0 Rep Stress Incr YES WB 0.97 Horz(CT)0.05 25 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS
BCDL 10.0 Weight: 350 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF No.2
SLIDER Left 2x8 SP No.1 -- 2-06-00, Right 2x8 SP No.1 -- 2-00-00
BRACING
TOP CHORD Structural wood sheathing directly applied, except
2-0-0 oc purlins (6-0-0 max.): 12-18.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
10-0-0 oc bracing: 27-29,25-27.
WEBS 1 Row at midpt 22-29
with 2x4 SPF No.2 with 2 - 10d (0.131"x3") nails and cross brace
spacing of 20-0-0 oc.
WEBS T-Brace:2x4 SPF No.2 - 12-34, 15-31
Fasten (2X) T and I braces to narrow edge of web with 10d
(0.131"x3") nails, 6in o.c.,with 3in minimum end distance.
Brace must cover 90% of web length.
JOINTS 1 Brace at Jt(s): 45, 46, 47, 48,
49, 50, 53, 54, 55, 58, 59
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS All bearings 25-02-00. except 25=3-08, 30=3-08
(lb) -Max Horiz 1=-256 (LC 9), 60=-256 (LC 9)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 32, 33, 34, 36, 37, 38, 39,
41, 42, 60 except 25=-201 (LC 12), 31=-124 (LC 12), 40=-263
(LC 34), 43=-154 (LC 11)
Max Grav All reactions 250 (lb) or less at joint(s) 1, 30, 38, 40, 42, 60
except 25=1591 (LC 30), 31=1743 (LC 30), 32=312 (LC 29),
33=404 (LC 29), 34=1137 (LC 30), 36=414 (LC 30), 37=318
(LC 30), 39=407 (LC 30), 41=251 (LC 32), 43=505 (LC 30)
25 25FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-112/259, 5-69=-59/255, 6-69=-52/338, 6-7=-38/379, 7-70=-26/320, 8-70=0/396, 8-9=-3/908, 9-10=0/823,10-11=0/944, 11-12=0/899, 12-13=0/728, 13-14=0/728, 14-71=0/728, 15-71=0/728, 15-72=-305/236, 16-72=-305/236,16-17=-305/236, 17-18=-305/236, 18-19=-320/238, 19-20=-301/206, 20-21=-393/198, 21-22=-407/190, 22-73=-1271/287,73-74=-1478/272, 23-74=-1686/261, 23-75=-1784/275, 75-76=-1908/262, 24-76=-2046/262
BOT CHORD 39-40=-451/223, 38-39=-451/223, 37-38=-451/223, 36-37=-451/223, 35-36=-451/223, 34-35=-451/223, 33-34=-716/251,
32-33=-716/251, 31-32=-716/251, 30-31=-398/221, 29-30=-398/221, 28-29=-8/1030, 28-77=-8/1030, 77-78=-8/1030,
27-78=-8/1030, 25-27=-136/1639
WEBS 5-53=-265/88, 40-53=-286/95, 40-52=-87/451, 51-52=-81/414, 8-51=-99/517, 8-50=-608/139, 49-50=-585/134,
34-49=-575/131, 12-34=-592/10, 15-47=-253/75, 15-31=-1473/151, 15-55=-140/1639, 55-57=-141/1673,
46-57=-126/1561, 29-46=-127/1560, 29-45=-399/9, 18-45=-281/7, 29-44=-1000/226, 22-44=-1313/262, 22-27=-78/720,
23-27=-625/193, 45-58=-432/66, 58-59=-320/41, 44-59=-372/47, 45-46=-375/53, 31-54=-553/97, 54-56=-499/87,
46-56=-447/82, 14-47=-257/48, 32-47=-266/48, 13-48=-366/65, 33-48=-362/66, 11-49=-365/87, 36-49=-378/90,
37-50=-276/77, 7-52=-351/94, 39-52=-373/95, 3-43=-411/155, 17-57=-450/86
NOTES
1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=103mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) exterior zone and C-C Exterior (2) 0-0-0 to 4-7-13, Interior (1) 4-7-13 to 10-6-13, Exterior (2) 10-6-13 to
35-11-3, Interior (1) 35-11-3 to 42-8-11, Exterior (2) 42-8-11 to 47-4-8 zone; cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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.
Job Truss Truss Type Qty Ply 221 Job Scheme Used
T04SGE 1 120060559BRPiggyback Base Structural Gable Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:48 Page: 1
ID:io5EFL5QatWxaF1NP6wMD5z5GM_-M?g5yPG8aB4WzFyCZQPpYWf8zVAkI5MPh8aEAFz55i3
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
Continued on page 2
06/18/2020
3)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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 2.00 times flat roof load of 35.0 psf on overhangs
non-concurrent with other live loads.
6)Provide adequate drainage to prevent water ponding.
7)All plates are 2x4 MT20 unless otherwise indicated.
8)Gable studs spaced at 2-0-0 oc.
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 by2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 34, 32, 33,
36, 37, 38, 39, 41, 42, 1 except (jt=lb) 40=262, 31=123, 25=200, 43=153.
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)Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply 221 Job Scheme Used
T04SGE 1 120060559BRPiggyback Base Structural Gable Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:48 Page: 2
ID:io5EFL5QatWxaF1NP6wMD5z5GM_-M?g5yPG8aB4WzFyCZQPpYWf8zVAkI5MPh8aEAFz55i3
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
06/18/2020
712
=4x12
=5x6
=2x4
=5x6
=5x8
=2x4
=5x6
=5x12
10
1 928
731924
4 6
20 23
21 22
5
T1 T1
B1 B1
W2
W1W1
HW1 HW2
10-08
-10-08
10-08
22-10-08
5-04-04
16-04-04
5-04-04
11-00-00
5-07-12
22-00-00
5-07-12
5-07-12
11-00-00
22-00-00
11-00-00
11-00-001-00-007-05-00Scale = 1:54.1
Plate Offsets (X, Y):[2:3-08,Edge], [5:3-06,2-08], [8:7-15,Edge], [10:4-00,3-00]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL)-0.09 10-13 >999 240 MT20 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.79 Vert(CT)-0.21 10-13 >999 180
TCDL 15.0 Rep Stress Incr YES WB 0.40 Horz(CT)0.07 8 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS
BCDL 10.0 Weight: 93 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
SLIDER Left 2x8 SP No.1 -- 2-06-00, Right 2x8 SP No.1 -- 2-00-00
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.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with StabilizerInstallation guide.REACTIONS (lb/size)2=1408/5-08, (min. 2-03), 8=1408/3-08, (min. 2-03)
Max Horiz 2=171 (LC 10)
Max Uplift 2=-161 (LC 11), 8=-161 (LC 12)
27 27FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-491/0, 3-19=-1727/224, 4-19=-1711/243, 4-20=-1364/189, 20-21=-1239/194, 5-21=-1227/210, 5-22=-1227/209,
22-23=-1238/194, 6-23=-1363/189, 6-24=-1711/243, 7-24=-1749/222, 7-8=-371/0
BOT CHORD 2-10=-251/1408, 8-10=-104/1409
WEBS 5-10=-61/683, 6-10=-512/212, 4-10=-510/212
NOTES
1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=103mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) exterior zone and C-C Exterior (2) -0-10-8 to 2-1-8, Interior (1) 2-1-8 to 8-0-0, Exterior (2) 8-0-0 to 14-0-0,
Interior (1) 14-0-0 to 19-10-8, Exterior (2) 19-10-8 to 22-10-8 zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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 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 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 161 lb uplift at joint 2 and 161 lb
uplift at joint 8.
7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply 221 Job Scheme Used
T06 7 120060559BRCommon Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:48 Page: 1
ID:44PzSZzipP4LjYSXgP7ZFtz5GD6-M?g5yPG8aB4WzFyCZQPpYWfBaVAoIECPh8aEAFz55i3
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
06/18/2020
712
=4x4
=3x4
29
28 27 26 25 24 23 22 21 20 19 18 17
16
1 15
2 14
133
124
115
106
7 9
8
W1
T1 T1
W1B1B2
ST6
ST5
ST4
ST3
ST2
ST1
ST5
ST4
ST3
ST2
ST1
10-08
-10-08
10-08
22-10-08
11-00-00
22-00-00
11-00-00
11-00-00
22-00-001-00-007-05-00Scale = 1:52.6
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL)0.00 28-29 >999 240 MT20 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.06 Vert(CT)0.00 27-28 >999 180
TCDL 15.0 Rep Stress Incr YES WB 0.18 Horz(CT)0.00 16 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-MR
BCDL 10.0 Weight: 104 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF No.2
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 All bearings 21-06-08. except 16=3-08
(lb) -Max Horiz 29=199 (LC 10)
Max Uplift All uplift 100 (lb) or less at joint(s) 16, 18, 19, 21, 22, 24, 25,
26, 27 except 17=-125 (LC 12), 28=-142 (LC 11), 29=-140 (LC
7)
Max Grav All reactions 250 (lb) or less at joint(s) 17, 19, 26, 28 except
16=253 (LC 17), 18=254 (LC 19), 21=274 (LC 19), 22=336 (LC
19), 23=251 (LC 24), 24=336 (LC 18), 25=274 (LC 18), 27=254
(LC 18), 29=253 (LC 17)
28 28FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 7-24=-295/83, 9-22=-295/82
NOTES
1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=103mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) exterior zone and C-C Corner (3) -0-10-8 to 2-1-8, Exterior (2) 2-1-8 to 8-0-0, Corner (3) 8-0-0 to 14-0-0,
Exterior (2) 14-0-0 to 19-10-8, Corner (3) 19-10-8 to 22-10-8 zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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=1.10
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 2.00 times flat roof load of 35.0 psf on overhangsnon-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 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) 16, 24, 25, 26,27, 22, 21, 19, 18 except (jt=lb) 29=140, 28=142, 17=125.
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)Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply 221 Job Scheme Used
T06GE 1 120060559BRCommon Supported Gable Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:48 Page: 1
ID:c?4bB1?vb7IgvOYY6bFB5Cz5GJX-M?g5yPG8aB4WzFyCZQPpYWfLrVMDIIaPh8aEAFz55i3
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
06/18/2020
712
=4x12
=5x6
=2x4
=5x8
=4x6
=2x4
=5x6
=4x10
9
1
82
7318
23
64
22192120
5
T1 T2
B1 B1
W2
W1W1
HW1 HW2
10-08
-10-08
4-10-04
10-00-00
4-10-04
14-10-04
5-01-12
5-01-12
5-01-12
20-00-00
10-00-00
10-00-00
10-00-00
20-00-001-00-006-10-00Scale = 1:51.5
Plate Offsets (X, Y):[2:7-15,Edge], [5:3-02,2-00], [8:3-08,Edge], [9:4-00,3-00]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL)-0.07 9-16 >999 240 MT20 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.67 Vert(CT)-0.15 9-16 >999 180
TCDL 15.0 Rep Stress Incr YES WB 0.30 Horz(CT)0.05 8 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS
BCDL 10.0 Weight: 85 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
SLIDER Left 2x8 SP No.1 -- 2-06-00, Right 2x8 SP No.1 -- 2-00-00
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-8-11 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 StabilizerInstallation guide.REACTIONS (lb/size)2=1289/3-08, (min. 2-00), 8=1198/3-08, (min. 1-14)
Max Horiz 2=153 (LC 10)
Max Uplift 2=-147 (LC 11), 8=-127 (LC 12)
29 29FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-427/0, 3-18=-1541/208, 4-18=-1525/225, 4-19=-1230/178, 19-20=-1130/181, 5-20=-1106/196, 5-21=-1106/196,
21-22=-1130/181, 6-22=-1230/177, 6-23=-1405/227, 7-23=-1566/209, 7-8=-345/0
BOT CHORD 2-9=-226/1255, 8-9=-124/1262
WEBS 5-9=-59/607, 6-9=-454/191, 4-9=-437/190
NOTES
1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=103mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) exterior zone and C-C Exterior (2) -0-10-8 to 2-1-8, Interior (1) 2-1-8 to 7-0-0, Exterior (2) 7-0-0 to 13-0-0,
Interior (1) 13-0-0 to 17-0-0, Exterior (2) 17-0-0 to 20-0-0 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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 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 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 127 lb uplift at joint 8 and 147 lb
uplift at joint 2.
7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply 221 Job Scheme Used
T07 2 120060559BRCommon Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:49 Page: 1
ID:knuxUHMjXL4PW?qJsunDJXz5GJ3-M?g5yPG8aB4WzFyCZQPpYWfDVVCnIGqPh8aEAFz55i3
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
06/18/2020
712
=4x4
=5x6
23
22 21 20 19 18 17 16 15 14
13
1
122
113
4 10
5 924
86
7
W1
T1 T2
W1B1B2
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
ST1
10-08
-10-08
10-00-00
10-00-00
10-00-00
20-00-00
20-00-001-00-006-10-00Scale = 1:50.1
Plate Offsets (X, Y):[15:3-00,3-00]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL)n/a -n/a 999 MT20 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.05 Vert(CT)n/a -n/a 999
TCDL 15.0 Rep Stress Incr YES WB 0.15 Horz(CT)0.00 13 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-MR
BCDL 10.0 Weight: 90 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF No.2
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 beinstalled during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 20-00-00.
(lb) -Max Horiz 23=180 (LC 8)
Max Uplift All uplift 100 (lb) or less at joint(s) 13, 15, 16, 17, 19, 20, 21, 23except 14=-103 (LC 12), 22=-110 (LC 11)
Max Grav All reactions 250 (lb) or less at joint(s) 13, 15, 18, 21 except
14=277 (LC 22), 16=271 (LC 19), 17=330 (LC 19), 19=323 (LC
18), 20=254 (LC 18), 22=256 (LC 21), 23=254 (LC 17)
30 30FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 6-19=-283/83, 8-17=-290/83
NOTES
1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=103mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) exterior zone and C-C Corner (3) -0-10-8 to 2-0-0, Exterior (2) 2-0-0 to 7-0-0, Corner (3) 7-0-0 to 13-0-0,
Exterior (2) 13-0-0 to 16-10-4, Corner (3) 16-10-4 to 19-10-4 zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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=1.10
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 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)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
9)Gable studs spaced at 2-0-0 oc.
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) 23, 13, 19, 20,21, 17, 16, 15 except (jt=lb) 22=110, 14=103.
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)Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply 221 Job Scheme Used
T07GE 1 120060559BRCommon Supported Gable Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:49 Page: 1
ID:Zs3UPa4IgtcVflLThFyRV4z5GOa-M?g5yPG8aB4WzFyCZQPpYWfLrVMKIIBPh8aEAFz55i3
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
06/18/2020
712
=4x10
=5x6
=2x4
=5x6
=5x6
=4x10
8
1 7
2 6
5
317 20
1918
4
T1 T1
B1
W1
HW1
HW2
10-08
14-00-08
10-08
-10-08
6-07-00
6-07-00
6-07-00
13-02-00
6-07-00
6-07-00
6-07-00
13-02-001-00-004-10-01Scale = 1:41.1
Plate Offsets (X, Y):[2:2-12,0-02], [4:3-06,2-08], [6:7-03,0-02]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL)-0.09 8-11 >999 240 MT20 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.49 Vert(CT)-0.12 8-11 >999 180
TCDL 15.0 Rep Stress Incr YES WB 0.05 Horz(CT)0.05 2 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS
BCDL 10.0 Weight: 52 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
SLIDER Left 2x8 SP No.1 -- 2-06-00, Right 2x8 SP No.1 -- 1-06-00
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-6-12 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 StabilizerInstallation guide.REACTIONS (lb/size)2=878/3-08, (min. 1-08), 6=877/3-08, (min. 1-08)
Max Horiz 2=108 (LC 10)
Max Uplift 2=-103 (LC 11), 6=-103 (LC 12)
31 31FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-17=-825/128, 17-18=-739/137, 4-18=-737/151, 4-19=-737/150, 19-20=-737/136, 5-20=-882/128
BOT CHORD 2-8=-189/636, 6-8=-40/636
NOTES
1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=103mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) exterior zone and C-C Exterior (2) -0-10-8 to 2-1-8, Interior (1) 2-1-8 to 3-7-0, Exterior (2) 3-7-0 to 9-7-0,
Interior (1) 9-7-0 to 11-0-8, Exterior (2) 11-0-8 to 14-0-8 zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.602)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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 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 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 103 lb uplift at joint 2 and 103 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 221 Job Scheme Used
T08 2 120060559BRCommon Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:49 Page: 1
ID:FmlHaVk5nMXnG?sJpzr1CZz5GJt-M?g5yPG8aB4WzFyCZQPpYWfCJVFXIKjPh8aEAFz55i3
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
06/18/2020
712
=3x6
=4x4
=3x6
18
17 16 15 14 13
12
1 11
2 1039
4 8
19 20
5 7
6
W1
T1 T1
W1
B1
ST4
ST3
ST2
ST1
ST3
ST2
ST1
10-08
14-00-08
10-08
-10-08
6-07-00
6-07-00
6-07-00
13-02-00
13-02-001-00-004-10-01Scale = 1:38.1
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL)n/a -n/a 999 MT20 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.04 Vert(CT)n/a -n/a 999
TCDL 15.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.00 12 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-MR
BCDL 10.0 Weight: 55 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF No.2
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 All bearings 13-02-00.
(lb) -Max Horiz 18=135 (LC 10)
Max Uplift All uplift 100 (lb) or less at joint(s) 12, 13, 14, 16, 17, 18
Max Grav All reactions 250 (lb) or less at joint(s) 15 except 12=278 (LC1), 13=274 (LC 22), 14=293 (LC 19), 16=293 (LC 18), 17=280(LC 21), 18=278 (LC 1)
32 32FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 5-16=-256/79, 7-14=-256/79
NOTES
1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=103mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) exterior zone and C-C Corner (3) -0-10-8 to 2-1-8, Exterior (2) 2-1-8 to 3-7-0, Corner (3) 3-7-0 to 9-7-0,
Exterior (2) 9-7-0 to 11-0-8, Corner (3) 11-0-8 to 14-0-8 zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see StandardIndustry 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=1.10
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 2.00 times flat roof load of 35.0 psf on overhangsnon-concurrent with other live loads.
6)All plates are 2x4 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing.8)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
9)Gable studs spaced at 2-0-0 oc.
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) 18, 12, 16, 17,
14, 13.
12)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.
13)Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply 221 Job Scheme Used
T08GE 1 120060559BRCommon Supported Gable Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:49 Page: 1
ID:bBVJUbNvcStvIY8lcNqDWRz5GKK-M?g5yPG8aB4WzFyCZQPpYWfLrVMdIKaPh8aEAFz55i3
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
06/18/2020
712
=3x4
=2x4 =2x4
=4x6
=2x4 =2x4 =2x4
=3x4
1
8 7 6
5
9 1242
10 11
3
T1 T1
B1
ST2
ST1 ST1
5-15
15-08-02
7-04-02
15-02-03
7-10-01
7-10-01
15-08-024-07-020-044-03-07Scale = 1:38.7
Plate Offsets (X, Y):[3:3-02,2-00]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL)n/a -n/a 999 MT20 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.07 Vert(TL)n/a -n/a 999
TCDL 15.0 Rep Stress Incr YES WB 0.10 Horiz(TL)0.00 5 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-S
BCDL 10.0 Weight: 46 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF 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 StabilizerInstallation guide.REACTIONS All bearings 15-08-02.
(lb) -Max Horiz 1=-106 (LC 7)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 5 except 6=-144 (LC 12),
8=-144 (LC 11)
Max Grav All reactions 250 (lb) or less at joint(s) 1, 5 except 6=551 (LC
18), 7=388 (LC 1), 8=551 (LC 17)
33 33FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-7=-311/19, 2-8=-462/179, 4-6=-462/179
NOTES
1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=103mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) exterior zone and C-C Exterior (2) 0-6-8 to 3-6-8, Interior (1) 3-6-8 to 4-10-8, Exterior (2) 4-10-8 to 10-10-8,
Interior (1) 10-10-8 to 12-2-8, Exterior (2) 12-2-8 to 15-2-8 zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)Gable requires continuous bottom chord bearing.
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 except
(jt=lb) 8=143, 6=143.
7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply 221 Job Scheme Used
V01 1 120060559BRValley Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:49 Page: 1
ID:OUNvX0lkGH4TIRC52NStMBz5GP0-M?g5yPG8aB4WzFyCZQPpYWfJjVL7IJsPh8aEAFz55i3
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
06/18/2020
712
=3x4
=5x6
=2x4
=3x4
1
4
3
5 6
2
T1 T1
B1
ST1
5-15
11-08-02
5-04-02
11-02-03
5-10-01
5-10-01
11-08-023-05-020-043-01-07Scale = 1:33.8
Plate Offsets (X, Y):[2:3-06,2-08]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL)n/a -n/a 999 MT20 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.23 Vert(TL)n/a -n/a 999
TCDL 15.0 Rep Stress Incr YES WB 0.10 Horiz(TL)0.00 3 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-S
BCDL 10.0 Weight: 31 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF 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 StabilizerInstallation guide.REACTIONS (lb/size)1=307/11-08-02, (min. 2-00), 3=307/11-08-02, (min. 2-00),
4=667/11-08-02, (min. 2-00)
Max Horiz 1=77 (LC 8)
Max Uplift 1=-48 (LC 11), 3=-59 (LC 12), 4=-42 (LC 11)
Max Grav 1=314 (LC 17), 3=314 (LC 18), 4=667 (LC 1)
34 34FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-4=-490/117
NOTES
1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=103mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)Gable requires continuous bottom chord bearing.
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 48 lb uplift at joint 1, 59 lb uplift at
joint 3 and 42 lb uplift at joint 4.
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 221 Job Scheme Used
V02 1 120060559BRValley Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:49 Page: 1
ID:OUNvX0lkGH4TIRC52NStMBz5GP0-M?g5yPG8aB4WzFyCZQPpYWfEWVJcIJyPh8aEAFz55i3
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
06/18/2020
712
=2x4
=2x4
=4x4
=2x4
1
4
3
65
2
T1 T1
B1
ST1
5-15
7-08-02
3-04-02
7-02-03
3-10-01
3-10-01
7-08-022-03-020-041-11-07Scale = 1:30
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL)n/a -n/a 999 MT20 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.06 Vert(TL)n/a -n/a 999
TCDL 15.0 Rep Stress Incr YES WB 0.04 Horiz(TL)0.00 3 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-P
BCDL 10.0 Weight: 19 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF 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 (lb/size)1=214/7-08-02, (min. 1-08), 3=214/7-08-02, (min. 1-08),
4=372/7-08-02, (min. 1-08)
Max Horiz 1=-48 (LC 9)
Max Uplift 1=-38 (LC 11), 3=-44 (LC 12), 4=-12 (LC 11)
35 35FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-4=-288/73
NOTES
1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=103mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)Gable requires continuous bottom chord bearing.
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 38 lb uplift at joint 1, 44 lb uplift at
joint 3 and 12 lb uplift at joint 4.
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 221 Job Scheme Used
V03 1 120060559BRValley Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:49 Page: 1
ID:OUNvX0lkGH4TIRC52NStMBz5GP0-M?g5yPG8aB4WzFyCZQPpYWfJ_VMFIKqPh8aEAFz55i3
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
06/18/2020
712
=2x4
=3x4
=2x4
1 3
2
T1 T1
B1
5-15
3-08-02
1-04-02
3-02-03
1-10-01
1-10-01
3-08-021-01-020-049-07Scale = 1:26.9
Plate Offsets (X, Y):[2:2-13,1-08]
Loading (psf)Spacing 2-00-00 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 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.06 Vert(TL)n/a -n/a 999
TCDL 15.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-P
BCDL 10.0 Weight: 8 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-9-0 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 StabilizerInstallation guide.
REACTIONS (lb/size)1=160/3-08-02, (min. 1-08), 3=160/3-08-02, (min. 1-08)
Max Horiz 1=-19 (LC 7)
Max Uplift 1=-17 (LC 11), 3=-17 (LC 12)
36 36FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=103mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)Gable requires continuous bottom chord bearing.
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 by2-00-00 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 17 lb uplift at joint 1 and 17 lb uplift
at joint 3.
7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply 221 Job Scheme Used
V04 1 120060559BRValley Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:49 Page: 1
ID:OUNvX0lkGH4TIRC52NStMBz5GP0-M?g5yPG8aB4WzFyCZQPpYWfNxVMDIKSPh8aEAFz55i3
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
06/18/2020
712
=4x4
=5x6
=2x4
=4x4
1
4
3
5 6
2
T1 T1
B1
ST1
5-15
11-10-02
5-05-02
11-04-03
5-11-01
5-11-01
11-10-023-05-110-043-02-00Scale = 1:34
Plate Offsets (X, Y):[2:3-06,2-08]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL)n/a -n/a 999 MT20 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.24 Vert(TL)n/a -n/a 999
TCDL 15.0 Rep Stress Incr YES WB 0.10 Horiz(TL)0.00 3 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-S
BCDL 10.0 Weight: 31 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF 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 StabilizerInstallation guide.REACTIONS (lb/size)1=311/11-10-02, (min. 2-01), 3=311/11-10-02, (min. 2-01),
4=677/11-10-02, (min. 2-01)
Max Horiz 1=78 (LC 10)
Max Uplift 1=-49 (LC 11), 3=-60 (LC 12), 4=-43 (LC 11)
Max Grav 1=319 (LC 17), 3=319 (LC 18), 4=677 (LC 1)
37 37FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-4=-498/118
NOTES
1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=103mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)Gable requires continuous bottom chord bearing.
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 49 lb uplift at joint 1, 60 lb uplift at
joint 3 and 43 lb uplift at joint 4.
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 221 Job Scheme Used
V05 1 120060559BRValley Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:49 Page: 1
ID:JwhNIS6AFBZF6wJThhQXVJz5GJN-M?g5yPG8aB4WzFyCZQPpYWfEBVJVIJvPh8aEAFz55i3
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
06/18/2020
712
=2x4
=2x4
=4x4
=2x4
1
4
3
5 6
2
T1 T1
B1
ST1
5-15
7-10-02
3-05-02
7-04-03
3-11-01
3-11-01
7-10-022-03-110-042-00-00Scale = 1:30.2
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL)n/a -n/a 999 MT20 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.06 Vert(TL)n/a -n/a 999
TCDL 15.0 Rep Stress Incr YES WB 0.04 Horiz(TL)0.00 3 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-P
BCDL 10.0 Weight: 20 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF 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 (lb/size)1=220/7-10-02, (min. 1-08), 3=220/7-10-02, (min. 1-08),
4=381/7-10-02, (min. 1-08)
Max Horiz 1=-49 (LC 7)
Max Uplift 1=-39 (LC 11), 3=-45 (LC 12), 4=-12 (LC 11)
38 38FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-4=-296/75
NOTES
1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=103mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)Gable requires continuous bottom chord bearing.
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 39 lb uplift at joint 1, 45 lb uplift at
joint 3 and 12 lb uplift at joint 4.
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 221 Job Scheme Used
V06 1 120060559BRValley Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:49 Page: 1
ID:JwhNIS6AFBZF6wJThhQXVJz5GJN-M?g5yPG8aB4WzFyCZQPpYWfJkVMDIKpPh8aEAFz55i3
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
06/18/2020
712
=2x4
=3x4
=2x4
1 3
2
T1 T1
B1
5-15
3-10-02
1-05-02
3-04-03
1-11-01
1-11-01
3-10-021-01-110-0410-00Scale = 1:27.1
Plate Offsets (X, Y):[2:2-13,1-08]
Loading (psf)Spacing 2-00-00 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 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.07 Vert(TL)n/a -n/a 999
TCDL 15.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-P
BCDL 10.0 Weight: 8 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-11-0 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 StabilizerInstallation guide.
REACTIONS (lb/size)1=170/3-10-02, (min. 1-08), 3=170/3-10-02, (min. 1-08)
Max Horiz 1=20 (LC 8)
Max Uplift 1=-18 (LC 11), 3=-18 (LC 12)
39 39FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=103mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)Gable requires continuous bottom chord bearing.
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 by2-00-00 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 18 lb uplift at joint 1 and 18 lb uplift
at joint 3.
7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply 221 Job Scheme Used
V07 1 120060559BRValley Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Thu Jun 18 09:49:49 Page: 1
ID:JwhNIS6AFBZF6wJThhQXVJz5GJN-M?g5yPG8aB4WzFyCZQPpYWfNrVL6IKSPh8aEAFz55i3
06/18/2020