264 Old Wilson Rd - Floor Truss & Girder - Stamped3x6 FP=6x6
=3x4
=4x12 =1.5x3
=3x8
=3x6 =1.5x3
=1.5x3
=3x4
=4x10 =1.5x3
=4x10
=3x8 =1.5x3
16 15 14 13 12
11
1 17 2 3 4 5 6 7 8 9 10
W3W2
B1
T2 T3
W1
T1
1-06-031-10-04
2-04-01
9-12
9-12
15-04-08
16-02-041-00-009-009-003-001-00-001-00-00Scale = 1:33.6
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 0.68 Vert(LL)-0.28 12-13 >658 480 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.65 Vert(CT)-0.42 13 >451 360
BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT)-0.01 11 n/a n/a
BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight: 58 lb FT = 20%F, 12%E
LUMBERTOP 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
5-3-4 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (size)1=5-08, (min. 1-08), 11=3-12, (min.1-08)
Max Grav 1=931 (LC 1), 11=937 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-17=-1861/0, 2-17=-1856/0, 2-3=-1857/0,3-4=-1857/0, 4-5=-4153/0, 5-6=-4153/0,6-7=-3637/0, 7-8=-3637/0, 8-9=-3637/0
BOT CHORD 14-15=0/3361, 13-14=0/4153, 12-13=0/4153,11-12=0/2188
WEBS 9-11=-2329/0, 1-15=0/2017, 9-12=0/1542,
8-12=-275/0, 4-15=-1601/0, 6-12=-868/0,
4-14=0/1042
NOTES
1)Unbalanced floor live loads have been considered for
this design.
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 at10-00-00 oc and fastened to each truss with 3-10d(0.131" X 3") nails. Strongbacks to be attached to wallsat their outer ends or restrained by other means.
4)Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
5)CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply Lot2-254 Old Wilson Rd-Northampton MA
F01 Floor 3 120081216BF Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.41 S Jul 24 2020 Print: 8.410 S Jul 24 2020 MiTek Industries, Inc. Thu Oct 22 14:48:56 Page: 1
ID:hReTBAIok9GT4Rmdv4KPzAymw0z-FXsZRF1VDzlm?hcBXEBmCnhOUzb3EPDzP4t?8qyQrJb
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.
10/22/2020
22
21 20 19 18 17 16 15 14 13
12
1 2 3 4 5 6 7 8 9 10 11
ST1W1 W1
T1
B1
13-04-12
13-04-121-00-001-00-00Scale = 1:27
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 0.07 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL)n/a -n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.02 Horiz(TL)n/a -n/a n/a
BCDL 10.0 Code IRC2015/TPI2014 Matrix-R Weight: 40 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)
OTHERS 2x4 SPF No.2(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS All bearings 13-04-12.
(lb) -Max Grav All reactions 250 (lb) or less at joint(s) 12, 13, 14, 15, 16, 17, 18, 19,20, 21, 22
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250(lb) or less except when shown.
NOTES
1)All plates are 1.5x3 MT20 unless otherwise indicated.
2)Gable requires continuous bottom chord bearing.
3)Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
4)Gable studs spaced at 1-4-0 oc.
5)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.
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.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply Lot2-254 Old Wilson Rd-Northampton MA
F01L Floor Supported Gable 1 120081216BF Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.41 S Jul 24 2020 Print: 8.410 S Jul 24 2020 MiTek Industries, Inc. Thu Oct 22 14:48:56 Page: 1
ID:7EHCqvdLRBzOPzQuV7uQdYyZA?q-FXsZRF1VDzlm?hcBXEBmCnhX0zlvEXpzP4t?8qyQrJb
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.
10/22/2020
3x6 FP
3x6 FP
=6x6
=3x4
=4x10 =1.5x3 =3x6
=3x4 =1.5x3 =1.5x3
=4x6
=4x10
=4x12 =3x4
=4x10
=4x12 =1.5x3
=4x6
=1.5x3 =1.5x3
=3x4
=4x10 =1.5x3 =3x8
=3x6 =1.5x3
27 26 25 24 23 22 21 20 19 18 17
128 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
W2 W3
B1
T3T2
B2
W4W1T1 W5
1-02-031-10-04 2-00-00
2-00-002-02-132-04-01
1-00-00
9-03-06
1-00-00
22-04-01
1-00-00
21-04-01
1-00-00
8-03-06
9-12
9-12
4-09-14
14-01-04
6-02-13
20-04-01
6-05-10
7-03-06
7-04-11
29-08-121-00-009-009-003-001-00-001-00-00Scale = 1:54.3
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 0.83 Vert(LL)-0.28 25-26 >589 480 MT20 220/190
TCDL 10.0 Lumber DOL 1.00 BC 0.64 Vert(CT)-0.44 25-26 >371 360
BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT)-0.03 23 n/a n/a
BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight: 116 lb FT = 20%F, 12%E
LUMBER
TOP CHORD 2x4 SPF No.2(flat) *Except* 1-8:2x4 SPF
2100F 1.8E(flat)
BOT CHORD 2x4 DF 2850F 2.3E or 2x4 SP 2850F 2.3E
(flat)
WEBS 2x4 SPF No.2(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-6-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing, Except:6-0-0 oc bracing: 23-24,21-23.
REACTIONS (size)1=5-08, (min. 1-08), 17=3-12, (min.1-08), 23=5-04, (min. 1-08)
Max Grav 1=739 (LC 3), 17=840 (LC 4),
23=1999 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-28=-1434/0, 2-28=-1432/0, 2-3=-1430/0,3-4=-1430/0, 4-5=-2455/0, 5-6=-2455/0,6-7=-2455/0, 7-8=0/2031, 8-9=0/2031,9-10=0/2031, 10-11=-2433/0, 11-12=-2433/0,
12-13=-3206/0, 13-14=-3130/0,
14-15=-3130/0
BOT CHORD 25-26=0/2400, 24-25=0/2455,23-24=-783/944, 22-23=-214/833,21-22=-214/833, 20-21=0/3206,19-20=0/3206, 18-19=0/3206, 17-18=0/1927
WEBS 12-20=0/331, 15-17=-2051/0, 15-18=0/1281,
14-18=-291/0, 13-18=-350/303, 6-24=-455/0,
1-26=0/1553, 4-26=-1033/0, 4-25=-369/85,
9-23=-286/0, 7-23=-2212/0, 7-24=0/1876,
10-23=-2578/0, 10-21=0/1782,
12-21=-1180/0
NOTES
1)Unbalanced floor live loads have been considered for
this design.
2)All plates are 1.5x3 MT20 unless otherwise indicated.
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 Lot2-254 Old Wilson Rd-Northampton MA
F02 Floor 8 120081216BF Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.41 S Jul 24 2020 Print: 8.410 S Jul 24 2020 MiTek Industries, Inc. Thu Oct 22 14:48:56 Page: 1
ID:qFJK_GfQxlsR1K58e61cpbymvdz-FXsZRF1VDzlm?hcBXEBmCnhM9zcDEPrzP4t?8qyQrJb
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.
10/22/2020
=3x6 =3x4
11
10 9 8
7
1 2 3 4 5 6
ST1W1 W1W1
T1
B1
5-08-08
5-08-081-00-001-00-00Scale = 1:16.4
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 0.07 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.03 Vert(TL)n/a -n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.02 Horiz(TL)n/a -n/a n/a
BCDL 10.0 Code IRC2015/TPI2014 Matrix-R Weight: 19 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)
OTHERS 2x4 SPF No.2(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or5-8-8 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS All bearings 5-08-08.
(lb) -Max Grav All reactions 250 (lb) or less at joint(s) 7, 8, 9, 10, 11
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1)All plates are 1.5x3 MT20 unless otherwise indicated.
2)Gable requires continuous bottom chord bearing.
3)Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
4)Gable studs spaced at 1-4-0 oc.
5)This truss is designed in accordance with the 2015International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
6)Recommend 2x6 strongbacks, on edge, spaced at10-00-00 oc and fastened to each truss with 3-10d(0.131" X 3") nails. Strongbacks to be attached to wallsat their outer ends or restrained by other means.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply Lot2-254 Old Wilson Rd-Northampton MA
F02L Floor Supported Gable 1 120081216BF Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.41 S Jul 24 2020 Print: 8.410 S Jul 24 2020 MiTek Industries, Inc. Thu Oct 22 14:48:56 Page: 1
ID:xOeU5zi611jX7uu1sN?qsoyZA?k-FXsZRF1VDzlm?hcBXEBmCnhX0zllEXpzP4t?8qyQrJb
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.
10/22/2020
3x6 FP
3x6 FP
=6x6
=3x4
=4x12 =1.5x3
=3x6
=3x4 =1.5x3
=1.5x3
=4x6
=4x8
=3x4
=4x10
=3x4
=1.5x3
=1.5x3 =1.5x3
19 18 17 16 15
14
13 12
120 2 3 4 5 6 7 8 9 10 11
W2 W3
T2
B1 B2
W4W1
T3T1
1-10-04
2-00-00
2-02-13
2-04-01
1-00-00
8-03-06
1-00-00
9-03-06
9-12
9-12
3-08-12
17-10-00
4-09-14
14-01-04
6-05-10
7-03-061-00-009-009-003-001-00-001-00-00Scale = 1:38.1
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 0.63 Vert(LL)-0.28 17-18 >585 480 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(CT)-0.44 17-18 >368 360
BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT)-0.02 12 n/a n/a
BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight: 64 lb FT = 20%F, 12%E
LUMBER
TOP CHORD 2x4 SPF 2100F 1.8E(flat)
BOT CHORD 2x4 SPF 2100F 1.8E(flat) *Except* 15-12:2x4
SPF No.2(flat)
WEBS 2x4 SPF No.2(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (size)1=5-08, (min. 1-08), 12=
Mechanical, (min. 1-08), 14=5-04,
(min. 1-08)
Max Uplift 12=-42 (LC 3)
Max Grav 1=779 (LC 3), 12=69 (LC 4),
14=1292 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-20=-1522/0, 2-20=-1521/0, 2-3=-1518/0,
3-4=-1518/0, 4-5=-2809/0, 5-6=-2809/0,
6-7=-2809/0, 7-8=0/779, 8-9=0/779,
9-10=0/779
BOT CHORD 17-18=0/2602, 16-17=0/2809, 15-16=0/1431,
14-15=0/1431
WEBS 6-16=-394/0, 1-18=0/1649, 4-18=-1153/0,
4-17=-106/430, 8-14=-284/0, 7-14=-1992/0,
7-16=0/1574, 10-14=-824/0
NOTES
1)Unbalanced floor live loads have been considered for
this design.
2)Refer to girder(s) for truss to truss connections.3)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 42 lb uplift at joint
12.
4)This truss is designed in accordance with the 2015International Residential Code sections R502.11.1 andR802.10.2 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 wallsat 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 Lot2-254 Old Wilson Rd-Northampton MA
F03 Floor 1 120081216BF Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.41 S Jul 24 2020 Print: 8.410 S Jul 24 2020 MiTek Industries, Inc. Thu Oct 22 14:48:56 Page: 1
ID:R_zhwuaKMqeoGwQ0k6RulPymKsN-FXsZRF1VDzlm?hcBXEBmCnhPHzcNEQnzP4t?8qyQrJb
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.
10/22/2020
3x6 FP
3x6 FP
=6x6
=3x4
=4x10 =1.5x3
=4x4
=3x4 =1.5x3 =1.5x3
=4x6
=4x8
=4x12 =3x4
=4x10
=4x12 =1.5x3
=4x6
=1.5x3 =1.5x3
=3x4
=4x10 =1.5x3 =3x8
=3x6 =1.5x3
27 26 25 24 23 22 21 20 19 18 17
128 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
W2 W6W3 W3 T3
B1 B2
T2 W5W1T1W4
1-02-031-05-151-10-04 2-02-13
1-02-03 2-00-002-00-00 2-04-01
1-00-00
20-04-01
1-00-00
19-04-01
1-00-00
7-03-06
1-00-00
6-03-06
9-12
9-12
4-05-10
5-03-06
4-09-14
12-01-04
6-02-13
18-04-01
7-04-11
27-08-121-00-009-009-003-001-00-001-00-00Scale = 1:51.3
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 0.82 Vert(LL)-0.29 18-19 >640 480 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(CT)-0.43 18-19 >435 360
BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT)-0.03 23 n/a n/a
BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight: 100 lb FT = 20%F, 12%E
LUMBER
TOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat) *Except* 22-17:2x4 SPF
2100F 1.8E(flat)
WEBS 2x4 SPF No.2(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or4-11-7 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
REACTIONS (size)1=5-08, (min. 1-08), 17=3-12, (min.
1-08), 23=5-04, (min. 1-08)
Max Grav 1=603 (LC 3), 17=843 (LC 4),23=1901 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250(lb) or less except when shown.
TOP CHORD 1-28=-1121/0, 2-28=-1119/0, 2-3=-1117/0,
3-4=-1117/0, 4-5=-1690/50, 5-6=-1690/50,
6-7=-1690/50, 7-8=0/2020, 8-9=0/2020,
9-10=0/2020, 10-11=-2469/0, 11-12=-2469/0,
12-13=-3231/0, 13-14=-3151/0,
14-15=-3151/0
BOT CHORD 25-26=0/1518, 24-25=-50/1690,
23-24=-807/603, 22-23=-258/877,
21-22=-258/877, 20-21=0/3231,
19-20=0/3231, 18-19=0/3231, 17-18=0/1933
WEBS 9-23=-274/0, 12-20=0/302, 6-24=-361/0,
1-26=0/1213, 4-26=-491/19, 7-23=-1919/0,
7-24=0/1443, 10-23=-2583/0, 10-21=0/1781,
12-21=-1185/0, 15-17=-2057/0,15-18=0/1297, 14-18=-303/0,13-18=-345/317
NOTES
1)Unbalanced floor live loads have been considered forthis design.
2)All plates are 1.5x3 MT20 unless otherwise indicated.
3)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 andR802.10.2 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 Lot2-254 Old Wilson Rd-Northampton MA
F04 Floor 8 120081216BF Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.41 S Jul 24 2020 Print: 8.410 S Jul 24 2020 MiTek Industries, Inc. Thu Oct 22 14:48:56 Page: 1
ID:TEIpke2HJWLslH0Egy5k0QymKpB-FXsZRF1VDzlm?hcBXEBmCnhMJzZFEQIzP4t?8qyQrJb
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.
10/22/2020
MT20HS 3x10 FP
3x6 FP
=6x6
=3x4
=4x10 =1.5x3
=4x4
=3x4 =1.5x3 =1.5x3
=4x6
=4x10
=4x12 =3x4 =4x10
=4x12 =1.5x3
=4x6
=1.5x3 =1.5x3
=3x4
=4x10 =1.5x3 =3x8
=3x6 =1.5x3
27 26 25 24 23 22 21 20 19 18 17
128 2 3 4 5 29 6 7 308 9 10 11 12 13 14 15 16
W2 W6 W3W3 T3
B1 B2
T2 W5W1T1W4
1-02-031-05-151-10-04 2-02-13
1-02-03 2-00-002-00-00 2-04-01
1-00-00
20-04-01
1-00-00
19-04-01
1-00-00
7-03-06
1-00-00
6-03-06
9-12
9-12
4-05-10
5-03-06
4-09-14
12-01-04
6-02-13
18-04-01
7-04-11
27-08-121-00-009-009-003-001-00-001-00-00Scale = 1:51.3
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 0.91 Vert(LL)-0.26 18-19 >718 480 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(CT)-0.38 18-19 >493 360 MT20HS 148/108
BCLL 0.0 Rep Stress Incr NO WB 0.51 Horz(CT)0.03 17 n/a n/a
BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight: 100 lb FT = 20%F, 12%E
LUMBER
TOP CHORD 2x4 SPF No.2(flat) *Except* 8-16:2x4 SPF
2100F 1.8E(flat)
BOT CHORD 2x4 SPF No.2(flat) *Except* 22-17:2x4 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 ocbracing, Except:6-0-0 oc bracing: 23-24,21-23.
REACTIONS (size)1=5-08, (min. 1-08), 17=3-12, (min.1-08), 23=5-04, (min. 1-08)
Max Grav 1=636 (LC 3), 17=830 (LC 4),
23=2078 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-28=-1194/0, 2-28=-1192/0, 2-3=-1190/0,3-4=-1190/0, 4-5=-1907/0, 5-29=-1907/0,6-29=-1907/0, 6-7=-1907/0, 7-30=0/2258,8-30=0/2258, 8-9=0/2258, 9-10=0/2258,
10-11=-2315/0, 11-12=-2315/0,
12-13=-3113/0, 13-14=-3090/0,
14-15=-3090/0
BOT CHORD 25-26=0/1638, 24-25=0/1907,
23-24=-634/714, 22-23=-509/690,
21-22=-509/690, 20-21=0/3113,
19-20=0/3113, 18-19=0/3113, 17-18=0/1896
WEBS 9-23=-298/0, 12-20=0/285, 10-23=-2608/0,
10-21=0/1821, 12-21=-1242/0,
15-17=-2018/0, 15-18=0/1271, 14-18=-319/0,
13-18=-278/391, 6-24=-412/0, 1-26=0/1292,
4-26=-547/0, 4-25=-116/310, 7-23=-2326/0,
7-24=0/1541
NOTES
1)Unbalanced floor live loads have been considered for
this design.
2)All plates are MT20 plates unless otherwise indicated.
3)All plates are 1.5x3 MT20 unless otherwise indicated.
4)This truss is designed in accordance with the 2015International Residential Code sections R502.11.1 andR802.10.2 and referenced standard ANSI/TPI 1.
5)Load case(s) 1 has/have been modified. Building
designer must review loads to verify that they are
correct for the intended use of this truss.
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
1)Dead + Floor Live (balanced): Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads (lb/ft)
Vert: 17-27=-20, 1-29=-100, 29-30=-140, 16-30=-100
Job Truss Truss Type Qty Ply Lot2-254 Old Wilson Rd-Northampton MA
F04A Floor 4 120081216BF Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.41 S Jul 24 2020 Print: 8.410 S Jul 24 2020 MiTek Industries, Inc. Thu Oct 22 14:48:56 Page: 1
ID:TEIpke2HJWLslH0Egy5k0QymKpB-FXsZRF1VDzlm?hcBXEBmCnhKuzYmEQ9zP4t?8qyQrJb
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.
10/22/2020
3x6 FP
3x6 FP
=6x6
=3x4
=4x10 =1.5x3
=4x4
=3x4 =1.5x3 =1.5x3
=4x6
=4x8
=4x10 =3x4
=4x10
=4x12 =1.5x3
=4x6
=1.5x3 =1.5x3
=3x4
=3x6
=4x12 =1.5x3
=3x4
=6x6
28 27 26 25 24 23 22 21 20 19 18
1 1729302345678910111213141516
W2 W6 W1W1T1T1W3W3T3
B1 B2
T2 W5W4
1-02-031-05-15 1-10-041-10-04 2-02-13
1-02-03 2-00-00 2-01-092-04-01
1-00-00
19-04-01
1-00-00
7-03-06
1-00-00
6-03-06
1-01-09
20-05-10
9-12
9-12
9-12
27-09-00
4-05-10
5-03-06
4-09-14
12-01-04
6-02-13
18-04-01
6-05-10
26-11-041-00-009-009-003-001-00-009-009-003-001-00-00Scale = 1:52.5
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 0.90 Vert(LL)-0.29 19-20 >627 480 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.78 Vert(CT)-0.48 19-20 >380 360
BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT)-0.04 17 n/a n/a
BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight: 99 lb FT = 20%F, 12%E
LUMBER
TOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat) *Except* 23-18:2x4 SPF
2100F 1.8E(flat)
WEBS 2x4 SPF No.2(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or2-2-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing, Except:
6-0-0 oc bracing: 24-25,22-24.
REACTIONS (size)1=5-08, (min. 1-08), 17=5-08, (min.
1-08), 24=5-04, (min. 1-08)
Max Grav 1=610 (LC 3), 17=818 (LC 4),
24=1857 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-29=-1137/0, 2-29=-1134/0, 2-3=-1132/0,
3-4=-1132/0, 4-5=-1735/0, 5-6=-1735/0,
6-7=-1735/0, 7-8=0/1854, 8-9=0/1854,
9-10=0/1854, 10-11=-2449/0, 11-12=-2449/0,12-13=-3149/0, 13-14=-3149/0,14-15=-1605/0, 15-16=-1605/0,16-30=-1608/0, 17-30=-1610/0
BOT CHORD 26-27=0/1543, 25-26=0/1735,24-25=-684/675, 23-24=-199/944,22-23=-199/944, 21-22=0/3149,20-21=0/3149, 19-20=0/2790
WEBS 9-24=-272/0, 10-24=-2492/0, 10-22=0/1687,
12-22=-1134/0, 17-19=0/1744,
14-19=-1261/0, 14-20=0/532, 6-25=-349/0,
1-27=0/1230, 4-27=-502/0, 7-24=-1885/0,
7-25=0/1392
NOTES
1)Unbalanced floor live loads have been considered for
this design.
2)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 andR802.10.2 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.
4)Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
5)CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply Lot2-254 Old Wilson Rd-Northampton MA
F04B Floor 1 120081216BF Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.41 S Jul 24 2020 Print: 8.410 S Jul 24 2020 MiTek Industries, Inc. Thu Oct 22 14:48:56 Page: 1
ID:TEIpke2HJWLslH0Egy5k0QymKpB-FXsZRF1VDzlm?hcBXEBmCnhK3zZ1EQSzP4t?8qyQrJb
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.
10/22/2020
MT20HS 3x10 FP
3x6 FP
=6x6
=3x4
=4x10 =1.5x3 =3x6
=3x4 =1.5x3 =1.5x3
=4x6
=4x10
=4x12 =3x4 =4x12
=5x16 =1.5x3
=4x4
=1.5x3 =1.5x3
=3x4
=4x10 =1.5x3 =4x8
=3x6 =1.5x3
THO35118
27 26 25 24 23 22 21 20 19 18 17
128 2 3 4 5 6 7 8 9 10 29 11 12 13 14 15 16
W2 W3
B1
T3T2
B2
W4W1T1 W5
1-02-031-10-04 2-00-00
2-00-002-02-132-04-01
1-00-00
9-03-06
1-00-00
22-04-01
1-00-00
21-04-01
1-00-00
8-03-06
9-12
9-12
4-09-14
14-01-04
6-02-13
20-04-01
6-05-10
7-03-06
7-04-11
29-08-121-00-009-009-003-001-00-001-00-00Scale = 1:54.3
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 0.85 Vert(LL)-0.28 25-26 >577 480 MT20 220/190
TCDL 10.0 Lumber DOL 1.00 BC 0.62 Vert(CT)-0.45 25-26 >364 360 MT20HS 148/108
BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(CT)-0.03 23 n/a n/a
BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight: 116 lb FT = 20%F, 12%E
LUMBER
TOP CHORD 2x4 SPF 2100F 1.8E(flat) *Except* 1-2:2x4
SPF No.2(flat)
BOT CHORD 2x4 DF 2850F 2.3E or 2x4 SP 2850F 2.3E
(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 ocbracing, Except:6-0-0 oc bracing: 23-24.
REACTIONS (size)1=5-08, (min. 1-08), 17=3-12, (min.1-08), 23=5-04, (min. 1-08)
Max Grav 1=720 (LC 3), 17=880 (LC 7),
23=2113 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-28=-1391/0, 2-28=-1389/0, 2-3=-1387/0,3-4=-1387/0, 4-5=-2286/0, 5-6=-2286/0,6-7=-2286/0, 7-8=0/2275, 8-9=0/2275,9-10=0/2275, 10-29=-2994/0, 11-29=-2994/0,
11-12=-2994/0, 12-13=-3578/0,
13-14=-3347/0, 14-15=-3347/0
BOT CHORD 25-26=0/2305, 24-25=0/2286,23-24=-862/699, 22-23=0/1120,21-22=0/1120, 20-21=0/3578, 19-20=0/3578,18-19=0/3578, 17-18=0/2034
WEBS 12-20=0/266, 6-24=-462/0, 9-23=-283/0,
1-26=0/1507, 4-26=-977/0, 4-25=-424/21,
7-23=-2233/0, 7-24=0/1912, 10-23=-3125/0,
10-21=0/2062, 11-21=-357/0, 12-21=-970/0,
15-17=-2165/0, 15-18=0/1397, 14-18=-292/0,
13-18=-508/150
NOTES
1)Unbalanced floor live loads have been considered for
this design.
2)All plates are MT20 plates unless otherwise indicated.
3)All plates are 1.5x3 MT20 unless otherwise indicated.
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.
8)Use USP THO35118 (With 10d x 1-1/2 nails into Girder
& 2-10d x 1-1/2 nails into Truss) or equivalent at
17-11-12 from the left end to connect truss(es) to front
face of top chord.
9)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
1)Dead + Floor Live (balanced): Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads (lb/ft)
Vert: 17-27=-20, 1-16=-100
Concentrated Loads (lb)
Vert: 29=-131
Job Truss Truss Type Qty Ply Lot2-254 Old Wilson Rd-Northampton MA
F05 Floor Girder 1 120081216BF Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.41 S Jul 24 2020 Print: 8.410 S Jul 24 2020 MiTek Industries, Inc. Thu Oct 22 14:48:56 Page: 1
ID:na5Z7BX?WHFZxjKNa_5WIrymKZ4-FXsZRF1VDzlm?hcBXEBmCnhLqzcWEO3zP4t?8qyQrJb
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.
10/22/2020
3x6 FP
3x6 FP
=6x6
=3x4
=4x10 =1.5x3 =3x6
=3x4 =1.5x3 =1.5x3
=4x6
=4x10 =3x4
=4x10
=4x10
=4x10 =1.5x3
=3x4
=1.5x3 =1.5x3
=4x4
=4x6
=3x6 =3x4
THO35118
25 24 23 22 21 20 19 18 17
16
126 2 3 4 5 6 7 8 9 10 27 11 12 13 14 15
W2 W3 W5 W5
B1
T3T2
B2
W4W1T1
1-02-03 1-02-031-10-04 2-00-00
1-08-03
2-02-132-04-01
8-03
22-00-04
1-00-00
21-04-01
1-00-00
9-03-06
1-00-00
8-03-06
9-12
9-12
3-10-12
25-11-00
4-09-14
14-01-04
6-02-13
20-04-01
6-05-10
7-03-061-00-009-009-003-001-00-001-00-00Scale = 1:48.5
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 0.91 Vert(LL)-0.28 23-24 >587 480 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.55 Vert(CT)-0.44 23-24 >373 360
BCLL 0.0 Rep Stress Incr NO WB 0.51 Horz(CT)-0.03 21 n/a n/a
BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight: 99 lb FT = 20%F, 12%E
LUMBER
TOP CHORD 2x4 SPF No.2(flat) *Except* 1-7:2x4 SPF
2100F 1.8E(flat)
BOT CHORD 2x4 SPF 2100F 1.8E(flat) *Except* 20-25:2x4
DF 2850F 2.3E or 2x4 SP 2850F 2.3E(flat)
WEBS 2x4 SPF No.2(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-7-1 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing, Except:6-0-0 oc bracing: 21-22,19-21.
REACTIONS (size)1=5-08, (min. 1-08), 16=3-08, (min.1-08), 21=5-04, (min. 1-08)
Max Grav 1=734 (LC 3), 16=663 (LC 7),
21=1859 (LC 9)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-26=-1422/0, 2-26=-1420/0, 2-3=-1418/0,3-4=-1418/0, 4-5=-2404/0, 5-6=-2404/0,6-7=-2404/0, 7-8=-2404/0, 8-9=0/1807,9-10=0/1807, 10-27=-2100/0, 11-27=-2100/0,
11-12=-2100/0, 12-13=-1980/0,
13-14=-1980/0
BOT CHORD 23-24=0/2373, 22-23=0/2404,21-22=-488/878, 20-21=-27/873,19-20=-27/873, 18-19=0/1980,17-18=0/1980, 16-17=0/1441
WEBS 6-22=-434/0, 9-21=-273/0, 1-24=0/1540,
4-24=-1016/0, 4-23=-305/147, 8-21=-2181/0,
8-22=0/1801, 10-21=-2412/0, 10-19=0/1400,
11-19=-412/0, 14-16=-1537/0, 14-17=0/648
NOTES
1)Unbalanced floor live loads have been considered forthis design.
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.
4)Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
5)CAUTION, Do not erect truss backwards.
6)Use USP THO35118 (With 10d x 1-1/2 nails into Girder
& 2-10d x 1-1/2 nails into Truss) or equivalent at
17-11-12 from the left end to connect truss(es) to back
face of top chord.
7)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
1)Dead + Floor Live (balanced): Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads (lb/ft)
Vert: 16-25=-20, 1-15=-100
Concentrated Loads (lb)
Vert: 27=-123
Job Truss Truss Type Qty Ply Lot2-254 Old Wilson Rd-Northampton MA
F05A Floor Girder 1 120081216BF Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.41 S Jul 24 2020 Print: 8.410 S Jul 24 2020 MiTek Industries, Inc. Thu Oct 22 14:48:56 Page: 1
ID:na5Z7BX?WHFZxjKNa_5WIrymKZ4-FXsZRF1VDzlm?hcBXEBmCnhKuzdcEQ9zP4t?8qyQrJb
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.
10/22/2020
=1.5x3
=3x4
=3x4
=1.5x3
=1.5x3
=3x4
=3x4 =1.5x3
THO35118
8 7 6 5
1 2 9 3 4
W1 W2
T1
B1
1-03-04
8-00
3-08-08
3-08-081-00-001-00-00Scale = 1:34.7
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 0.14 Vert(LL)0.00 7 >999 480 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.11 Vert(CT)0.00 7 >999 360
BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(CT)0.00 5 n/a n/a
BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight: 15 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
3-8-8 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (size)5= Mechanical, (min. 1-08), 8=
Mechanical, (min. 1-08)
Max Grav 5=223 (LC 4), 8=223 (LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
WEBS 3-5=-268/0, 2-8=-268/0
NOTES
1)Unbalanced floor live loads have been considered forthis 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)Use USP THO35118 (With 10d x 1-1/2 nails into Girder& 2-10d x 1-1/2 nails into Truss) or equivalent at 1-10-4from the left end to connect truss(es) to front face of topchord.
6)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
1)Dead + Floor Live (balanced): Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (lb/ft)
Vert: 5-8=-20, 1-4=-100
Job Truss Truss Type Qty Ply Lot2-254 Old Wilson Rd-Northampton MA
F06 Floor Girder 1 120081216BF Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.41 S Jul 24 2020 Print: 8.410 S Jul 24 2020 MiTek Industries, Inc. Thu Oct 22 14:48:56 Page: 1
ID:S_roq1zeCSfV7IiqjAp1FLymKcN-FXsZRF1VDzlm?hcBXEBmCnhWwzkVEXVzP4t?8qyQrJb
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.
10/22/2020
=1.5x3
=3x4
=3x4
=1.5x3 =1.5x3
=3x4
=3x4 =1.5x3
THO35118
8 7 6 5
1 2 3 4
W1 W2
T1
B1
1-02-03
2-02
3-00-08
3-00-081-00-001-00-00Scale = 1:38.1
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 0.12 Vert(LL)0.00 7-8 >999 480 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.16 Vert(CT)0.00 7-8 >999 360
BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(CT)0.00 5 n/a n/a
BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight: 14 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
3-0-8 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (size)5= Mechanical, (min. 1-08), 8=
Mechanical, (min. 1-08)
Max Grav 5=262 (LC 4), 8=287 (LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-297/0
BOT CHORD 7-8=0/297, 6-7=0/297, 5-6=0/297
WEBS 3-5=-357/0, 2-8=-357/0
NOTES
1)Unbalanced floor live loads have been considered forthis 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)Use USP THO35118 (With 10d x 1-1/2 nails into Girder& 2-10d x 1-1/2 nails into Truss) or equivalent at 1-2-4from the left end to connect truss(es) to back face of topchord.
6)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
1)Dead + Floor Live (balanced): Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (lb/ft)
Vert: 5-8=-20, 1-4=-100
Concentrated Loads (lb)
Vert: 2=-165
Job Truss Truss Type Qty Ply Lot2-254 Old Wilson Rd-Northampton MA
F07 Floor Girder 1 120081216BF Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.41 S Jul 24 2020 Print: 8.410 S Jul 24 2020 MiTek Industries, Inc. Thu Oct 22 14:48:56 Page: 1
ID:zf20awI5tttqWtz6LWByYKyZ9lT-FXsZRF1VDzlm?hcBXEBmCnhXFzjjEXKzP4t?8qyQrJb
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.
10/22/2020
=1.5x3
=3x4
=3x4
=1.5x3 =1.5x3
=3x4
=3x4 =1.5x3
THO35118
8 7 6 5
1 2 3 4
W1 W2
T1
B1
1-02-03
2-02
3-00-08
3-00-081-00-001-00-00Scale = 1:38.1
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 0.11 Vert(LL)0.00 7-8 >999 480 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.12 Vert(CT)0.00 7-8 >999 360
BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(CT)0.00 5 n/a n/a
BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight: 14 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
3-0-8 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (size)5= Mechanical, (min. 1-08), 8=
Mechanical, (min. 1-08)
Max Grav 5=220 (LC 4), 8=236 (LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
WEBS 3-5=-276/0, 2-8=-276/0
NOTES
1)Unbalanced floor live loads have been considered forthis 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)Use USP THO35118 (With 10d x 1-1/2 nails into Girder& 2-10d x 1-1/2 nails into Truss) or equivalent at 1-2-4from the left end to connect truss(es) to front face of topchord.
6)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
1)Dead + Floor Live (balanced): Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (lb/ft)
Vert: 5-8=-20, 1-4=-100
Concentrated Loads (lb)
Vert: 2=-73
Job Truss Truss Type Qty Ply Lot2-254 Old Wilson Rd-Northampton MA
F07A Floor Girder 1 120081216BF Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.41 S Jul 24 2020 Print: 8.410 S Jul 24 2020 MiTek Industries, Inc. Thu Oct 22 14:48:56 Page: 1
ID:zQV?boiwHQXmUAvnq6A?UuyZ9dC-FXsZRF1VDzlm?hcBXEBmCnhXPzkLEXVzP4t?8qyQrJb
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.
10/22/2020
=1.5x3
=3x4
=3x4
=1.5x3 =1.5x3
=3x4
=3x4 =1.5x3
=1.5x3 =1.5x3
10
9 8
7
6
1 2 3 4 5
W1 W2
T1
B1
1-03-04
1-07-00
2-01-00
6-07-12
4-06-12
4-06-121-00-001-00-00Scale = 1:27.8
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 0.21 Vert(LL)-0.01 9 >999 480 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.16 Vert(CT)-0.01 9 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.00 6 n/a n/a
BCDL 10.0 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 (size)6=3-12, (min. 1-08), 7=5-04, (min.
1-08), 10= Mechanical, (min. 1-08)
Max Grav 6=107 (LC 7), 7=422 (LC 1),
10=265 (LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-312/0
BOT CHORD 9-10=0/312, 8-9=0/312, 7-8=0/312
WEBS 3-7=-368/0, 2-10=-368/0
NOTES
1)Unbalanced floor live loads have been considered forthis 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 andR802.10.2 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)CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply Lot2-254 Old Wilson Rd-Northampton MA
F08 Floor 1 120081216BF Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.41 S Jul 24 2020 Print: 8.410 S Jul 24 2020 MiTek Industries, Inc. Thu Oct 22 14:48:56 Page: 1
ID:c9BHOaqe2vzMLtUcYp_pT6yZ9m4-FXsZRF1VDzlm?hcBXEBmCnhVrzjjEXBzP4t?8qyQrJb
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.
10/22/2020
=6x6
=3x4
=3x6 =1.5x3
=3x4
=1.5x3
7 6 5
1 2 3 4
W2
T2
B1
T1
W1 W3
1-05-04
1-03-04
9-12
9-12
2-07-12
3-05-081-00-009-009-003-001-00-001-00-00Scale = 1:32.7
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 0.09 Vert(LL)0.00 7 >999 480 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.07 Vert(CT)-0.02 7 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT)n/a -n/a n/a
BCDL 10.0 Code IRC2015/TPI2014 Matrix-P Weight: 14 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
3-5-8 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (size)1=5-08, (min. 1-08), 5=
Mechanical, (min. 1-08)
Max Grav 1=168 (LC 1), 5=173 (LC 1)
FORCES (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.
4)Gap between inside of top chord bearing and firstdiagonal or vertical web shall not exceed 0.500in.
5)CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply Lot2-254 Old Wilson Rd-Northampton MA
F09 Floor 1 120081216BF Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.41 S Jul 24 2020 Print: 8.410 S Jul 24 2020 MiTek Industries, Inc. Thu Oct 22 14:48:56 Page: 1
ID:_Yk?YckkrRtxI9Z_p?pstQyZ9jc-FXsZRF1VDzlm?hcBXEBmCnhXizk6EXBzP4t?8qyQrJb
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.
10/22/2020
MT20HS 3x10 FP
3x6 FP
=6x6
=3x4
=4x12
=3x4 =3x4
=5x16
=4x12
=4x12 =3x4 =4x12
=4x12
=4x6 =3x4
=4x10
=3x8
=3x6
THO35118 THO35118
28 27 26 25 24 23 22 21 20 19 18 17
129 2 3 30 4 5 6 7 8 9 10 11 12 13 14 15 16
W2 W3
B1
T3T2
B2
W1T1 W4
1-09-041-10-04 2-00-00
1-02-032-04-01
1-00-00
22-04-01
1-00-00
21-04-01
9-12
9-12
6-02-13
20-04-01
7-04-11
29-08-12
13-03-08
14-01-041-00-009-009-003-001-00-001-00-00Scale = 1:54.3
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 0.83 Vert(LL)-0.26 18-19 >729 480 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(CT)-0.37 18-19 >501 360 MT20HS 148/108
BCLL 0.0 Rep Stress Incr NO WB 0.66 Horz(CT)0.02 17 n/a n/a
BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight: 107 lb FT = 20%F, 12%E
LUMBER
TOP CHORD 2x4 SPF 2100F 1.8E(flat) *Except* 1-2:2x4
SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat) *Except* 22-17:2x4 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 ocbracing, Except:6-0-0 oc bracing: 23-24,21-23.
REACTIONS (size)1=5-08, (min. 1-08), 17=3-12, (min.1-08), 23=5-04, (min. 1-09)
Max Grav 1=850 (LC 10), 17=803 (LC 4),
23=2293 (LC 8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-29=-1786/0, 2-29=-1782/0, 2-3=-1784/0,3-30=-1784/0, 4-30=-1784/0, 4-5=-2886/0,5-6=-2339/0, 6-7=-2339/0, 7-8=0/3136,8-9=0/3136, 9-10=0/3136, 10-11=-1966/332,
11-12=-1966/332, 12-13=-2854/0,
13-14=-2945/0, 14-15=-2945/0
BOT CHORD 26-27=0/2886, 25-26=0/2886, 24-25=0/2886,23-24=-734/451, 22-23=-1154/283,21-22=-1154/283, 20-21=0/2854,19-20=0/2854, 18-19=0/2854, 17-18=0/1821
WEBS 12-20=0/341, 9-23=-277/0, 7-23=-3048/0,
1-27=0/1938, 7-24=0/2324, 3-27=-362/0,
6-24=-512/0, 4-27=-1169/0, 5-24=-954/0,
10-23=-2754/0, 10-21=0/1950,
12-21=-1442/0, 15-17=-1938/0,
15-18=0/1197, 14-18=-335/0, 13-18=-37/622
NOTES
1)Unbalanced floor live loads have been considered for
this design.
2)All plates are MT20 plates unless otherwise indicated.
3)All plates are 1.5x3 MT20 unless otherwise indicated.
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.
8)Use USP THO35118 (With 10d x 1-1/2 nails into Girder
& 2-10d x 1-1/2 nails into Truss) or equivalent spaced at
5-9-8 oc max. starting at 3-7-4 from the left end to
9-4-12 to connect truss(es) to back face of top chord.
9)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
1)Dead + Floor Live (balanced): Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads (lb/ft)
Vert: 17-28=-20, 1-16=-100
Concentrated Loads (lb)
Vert: 6=-162, 30=-120
Job Truss Truss Type Qty Ply Lot2-254 Old Wilson Rd-Northampton MA
F10 Floor Girder 1 120081216BF Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.41 S Jul 24 2020 Print: 8.410 S Jul 24 2020 MiTek Industries, Inc. Thu Oct 22 14:48:56 Page: 1
ID:fF45VTW4Q?tjxzDZzYreR0yZ9ZZ-FXsZRF1VDzlm?hcBXEBmCnhM9zXNENozP4t?8qyQrJb
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.
10/22/2020
3x6 FP
=6x8
=3x4
=4x8
=4x8
=4x12 =1.5x3
=3x4
=1.5x3
=1.5x3
=3x4
=4x12 =1.5x3
=4x12
=1.5x3
=3x8 =1.5x3
THO35118 THO35118
18 17 16 15 14 13 12
11
119 2 3 20 4 5 6 21 7 8 9 10
W2 W3
B1
T2 T3
W1
T1
1-03-031-10-04
2-04-01
9-12
9-12
15-04-08
16-02-041-00-009-009-003-001-00-001-00-00Scale = 1:35
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 0.81 Vert(LL)-0.26 13-14 >707 480 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.71 Vert(CT)-0.41 13-14 >460 360
BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(CT)0.01 11 n/a n/a
BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight: 69 lb FT = 20%F, 12%E
LUMBER
TOP CHORD 2x4 DF 2850F 2.3E or 2x4 SP 2850F 2.3E
(flat) *Except* 1-2:2x4 SPF No.2(flat),
7-10:2x4 SPF 2100F 1.8E(flat)
BOT CHORD 2x4 DF 2850F 2.3E or 2x4 SP 2850F 2.3E(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 (size)1=5-08, (min. 1-08), 11=3-12, (min.1-08)
Max Grav 1=1121 (LC 1), 11=1071 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-19=-2312/0, 2-19=-2306/0, 2-3=-2308/0,3-20=-4167/0, 4-20=-4167/0, 4-5=-4167/0,5-6=-5113/0, 6-21=-4435/0, 7-21=-4435/0,7-8=-4435/0, 8-9=-4435/0
BOT CHORD 16-17=0/2308, 15-16=0/5113, 14-15=0/5113,
13-14=0/5113, 12-13=0/2653, 11-12=0/2653
WEBS 9-11=-2816/0, 1-17=0/2507, 3-17=-902/0,9-13=0/1891, 3-16=0/1973, 8-13=-371/0,4-16=-392/0, 6-13=-1114/0, 5-16=-1302/0,5-15=0/254
NOTES
1)Unbalanced floor live loads have been considered for
this design.
2)This truss is designed in accordance with the 2015International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
3)Recommend 2x6 strongbacks, on edge, spaced at10-00-00 oc and fastened to each truss with 3-10d(0.131" X 3") nails. Strongbacks to be attached to wallsat their outer ends or restrained by other means.
4)Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
5)CAUTION, Do not erect truss backwards.
6)Use USP THO35118 (With 10d x 1-1/2 nails into Girder
& 2-10d x 1-1/2 nails into Truss) or equivalent spaced at
5-9-8 oc max. starting at 3-7-4 from the left end to
9-4-12 to connect truss(es) to front face of top chord.
7)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
1)Dead + Floor Live (balanced): Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (lb/ft)
Vert: 11-18=-20, 1-10=-100
Concentrated Loads (lb)
Vert: 20=-136, 21=-187
Job Truss Truss Type Qty Ply Lot2-254 Old Wilson Rd-Northampton MA
F11 Floor Girder 1 120081216BF Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.41 S Jul 24 2020 Print: 8.410 S Jul 24 2020 MiTek Industries, Inc. Thu Oct 22 14:48:56 Page: 1
ID:?Du_YBaCEYW?1l6Wm5Rp84yZ9ZU-FXsZRF1VDzlm?hcBXEBmCnhMSza7EM1zP4t?8qyQrJb
10/22/2020