HomeMy WebLinkAboutS truss shop drawings 4 Job Truss Truss Type Qty Ply
2447615 A01 Roof Special 4 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:11 Page:1
I D:IiIAPkIBIOsbL9JEl_AltcyYn4W-kgf51 VYduhOV18v1 Qz2XU L3gvUhbQ5MaSJfzL_yYlbF
7-11-13 14-10-9 18-3-15
7-11-13 6-10-13 3-5-6
12
25
5x6= 0. 3x4=
12 4 5
3r
3x4, 10 Vi 3 3JV� 0
� 3x4 e
v 3x4. 2
1 M
1
1
0-3-114 e 6
e 9 8 7
3x4= 2x4n 4x4= 5x8= 3x6n
6x8=
0-10-8
7-11-13 15-0-5 18-3-15
7-1-5 7-0-9 3-3-10
0-10-8
Scale=1:42.7
Plate Offsets(X,Y): [1:0-3-3,0-3-0]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.15 9 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.25 1-9 >857 180
BCLL 0.0* Rep Stress Incr YES WB 0.53 Horz(CT) 0.06 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:90 lb FT=20%
LUMBER 5) This truss has been designed for a 10.0 psf bottom
TOP CHORD 2x4 SP M 31*Except*T2:2x4 SP No.2 chord live load nonconcurrent with any other live loads.
BOT CHORD 2x4 SP No.2 6) *This truss has been designed for a live load of 20.Opsf
WEBS 2x4 SP No.3 on the bottom chord in all areas where a rectangle
SLIDER Left 2x4 SP No.3--3-5-12 3-06-00 tall by 2-00-00 wide will fit between the bottom
BRACING chord and any other members.
7) Refer to girder(s)for truss to truss connections.
TOP CHORD Structural wood ood sheathing directly applied or
4-4-4 p , except end verticals. 8) Provide mechanical connection(by others)of truss to
BOT CHORD Rigid ceiling directly applied or 3-11-6 oc bearing plate capable withstanding 477 lb uplift at joint
1 and 461 lb uplift at joint 6.
bracing.
WEBS 1 Row at mid t 3-7 LOAD CASE(S) Standard
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=982/0-8-0,(min.0-1-8),6=982/
Mechanical,(min.0-1-8)
Max Horiz 1=266(LC 8)
Max Uplift 1=-477(LC 8),6=-461 (LC 8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 1-2=-2504/1918,2-3=-2426/1930,
3-10=-845/656,4-10=-761/665,
4-5=-730/720,5-6=-967/965
BOT CHORD 1-9=-2168/2364,8-9=-2168/2364,
7-8=-2168/2364
WEBS 3-9=0/321,3-7=-1701/1492,4-7=-258/447,
5-7=-1090/1107
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C
Exterior(2E)0-4-0 to 4-4-0,Interior(1)4-4-0 to 14-10-9,
Exterior(2E)14-10-9 to 18-2-3 zone;C-C for members
and forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
Job Truss Truss Type Qty Ply
2447615 A02 Roof Special 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:12 Page:1
ID:Sd LyV8tTOS7AYi49L5L6HjyYn4M-g2mrSBZtQJHCYS3PY05?Zm89tHNDu_Rtvd84PsyYlbD
7-7-11 14-2-6 18-3-15
7-7-11 6-6-11 4-1-9
1
4x12= 10.27
2x4 n
312 4 5
3x4- 10
3x4 3x4 0 3 3
0 5
2 °'
A ST1.5x8 STP 1
1
1
0-3-1� 60-3441
• 9 8 7
3x4= 2x4n 4x4= 4x4= 6x8=
6x8=
0-10-8
7-7-11 14-4-2 18-3-15 ,
6-9-3 6-8-7 3-11-13
0-10-8
Scale=1:42
Plate Offsets(X,Y): [1:0-3-3,0-3-0],[4:0-6-0,0-1-14]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.15 9 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.23 1-9 >915 180
BCLL 0.0* Rep Stress Incr YES WB 0.62 Horz(CT) 0.06 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:89 lb FT=20%
LUMBER 5) *This truss has been designed for a live load of 20.Opsf
TOP CHORD 2x4 SP M 31*Except*T2:2x4 SP No.2 on the bottom chord in all areas where a rectangle
BOT CHORD 2x4 SP No.2 3-06-00 tall by 2-00-00 wide will fit between the bottom
WEBS 2x4 SP No.3 chord and any other members.
SLIDER Left 2x4 SP No.3--3-3-10 6) Refer to girder(s)for truss to truss connections.
BRACING 7) Provide mechanical connection(by others)of truss to
TOP CHORD Structural wood sheathing directly applied or bearing plate capable of withstanding 476 lb uplift at joint
1 and 444 lb uplift at joint 6.
4-4-9 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 3-10-10 oc LOAD CASE(S) Standard
bracing.
WEBS 1 Row at mid t 3-7
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=982/0-8-0,(min.0-1-8),6=982/
Mechanical,(min.0-1-8)
Max Horiz 1=253(LC 8)
Max Uplift 1=-476(LC 8),6=-444(LC 8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 1-2=-2546/2002,2-3=-2471/2014,
3-10=-990/813,4-10=-910/821
BOT CHORD 1-9=-2234/2406,8-9=-2234/2406,
7-8=-2234/2406,6-7=-895/906
WEBS 3-9=0/304,3-7=-1601/1409,4-7=-361/562,
4-6=-1197/1183
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C
Exterior(2E)0-4-0 to 4-4-0,Interior(1)4-4-0 to 14-2-6,
Exterior(2E)14-2-6 to 18-2-3 zone;C-C for members and
forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
Job Truss Truss Type Qty Ply
2447615 A03 Roof Special 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:12 Page:1
ID:9YykbZ?k1XOIkEr4II wBXShgyYn4C-g2mrSBZtQJHCYS3PY05?Zm86aHNguvvtvd84PsyYlbD
6-8-12 L 12-4-7 L 18-3-14 ,
6-8-12 5-7-12 5-11-7
2
4x12= 10.27
3x4=
1r 3 4 12 13 5
3x4 e
11
� 3x6. 3
2 10 5 m
M
A 1 M
1
0-3-1I I B2
1 6
* 9 8 7
3x4= 2x4n 4x4= 4x4= 6x8=
6x8=
0-10-8
6-8-12 12-6-3 18-3-14 ,
5-10-4 5-9-8 5-9-11
0-10-8
Scale=1:40.2
Plate Offsets(X,Y): [1:0-3-3,0-3-0],[1:0-5-12,Edge],[4:0-6-0,0-1-14]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.15 7-9 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.21 1-9 >999 180
BCLL 0.0* Rep Stress Incr YES WB 0.91 Horz(CT) 0.06 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:87 lb FT=20%
LUMBER 4) This truss has been designed for a 10.0 psf bottom
TOP CHORD 2x4 SP M 31*Except*T2:2x4 SP No.2 chord live load nonconcurrent with any other live loads.
BOT CHORD 2x4 SP No.2 5) *This truss has been designed for a live load of 20.Opsf
WEBS 2x4 SP No.3 on the bottom chord in all areas where a rectangle
SLIDER Left 2x4 SP No.3--2-10-0 3-06-00 tall by 2-00-00 wide will fit between the bottom
BRACING chord and any other members.
6) Refer to girder(s)for truss to truss connections.
TOP CHORD Structural wood sheathing directly applied or
4-5ct oc woodpurlins, except end verticals. 7) Provide mechanical connection(by others)of truss to
BOT CHORD Rigid ceiling directly applied or 3-9-6 oc bearing plate capable withstanding 469 lb uplift at joint
1 and 440 lb uplift at joint 6.
bracing.
WEBS 1 Row at mid t 4-6 LOAD CASE(S) Standard
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=982/0-8-0,(min.0-1-8),6=982/
Mechanical,(min.0-1-8)
Max Horiz 1=218(LC 8)
Max Uplift 1=-469(LC 8),6=-440(LC 9)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 1-2=-2645/2184,2-10=-2578/2188,
3-10=-2566/2194,3-11=-1386/1197,
4-11=-1321/1205,5-6=-262/310
BOT CHORD 1-9=-2368/2505,8-9=-2368/2505,
7-8=-2368/2505,6-7=-1255/1304
WEBS 3-9=0/251,3-7=-1321/1174,4-7=-298/499,
4-6=-1421/1370
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C
Exterior(2E)0-4-0 to 4-4-0,Interior(1)4-4-0 to 12-4-7,
Exterior(2R)12-4-7 to 16-4-7,Interior(1)16-4-7 to
18-2-2 zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
Job Truss Truss Type Qty Ply
2447615 A04 Roof Special 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:13 Page:1
ID:OH?8Ue6NwIW7JdlpyaBZZkyYn43-8FKEfXaVBcP39bec55cE6_hFchjvdRY18HudyJyYlbC
5-9-12 10-6-8 18-3-14
5-9-12 4-8-12 7-9-6
12
5x8= -1 0.27
3 2 5x8=
4 1213 5
3x4
3x6 c 11
3
OP 10 co
ST1.5x8 STP 2
N W1
rn
N
1
0-3-1� 6
B g 9 8 7
3x4= 6x8= 2x4 a 4x4= 4x8= 3x6 n
0-10-8
5-9-12 10-8-4 18-3-14
4-11-4 4-10-8 7-7-10
0-10-8
Scale=1:36.6
Plate Offsets(X,Y): [1:0-3-3,0-3-0],[1:0-6-0,Edge],[4:0-4-0,0-2-7]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.17 7-9 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.23 6-7 >943 180
BCLL 0.0* Rep Stress Incr YES WB 0.63 Horz(CT) 0.05 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:85 lb FT=20
LUMBER 3) Building Designer/Project engineer responsible for
TOP CHORD 2x4 SP No.2*Except*T2:2x4 SP M 31 verifying applied roof live load shown covers rain loading
BOT CHORD 2x4 SP No.2 requirements specific to the use of this truss component.
WEBS 2x4 SP No.3*Except*W5:2x4 SP No.2 4) This truss has been designed for a 10.0 psf bottom
SLIDER Left 2x4 SP No.3--2-4-6 chord live load nonconcurrent with any other live loads.
BRACING 5) *This truss has been designed for a live load of 20.Opsf
TOP CHORD Structural wood sheathing directly applied or on the bottom chord in all areas where a rectangle
3-0-2 oc purlins, except end verticals. 3-06-00 tall by 2-00-00 wide will fit between the bottom
BOT CHORD Rigid ceiling directly applied or 3-8-1 oc chord and any other members.
bracing. 6) Refer to girder(s)for truss to truss connections.
WEBS 1 Row at mid t 5-7 7) Provide mechanical connection(by others)of truss to
bearing plate capable of withstanding 456 lb uplift at joint
MiTek recommends that Stabilizers and 1 and 459 lb uplift at joint 6.
required cross bracing be installed during LOAD CASE(S) Standard
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=981/0-8-0,(min.0-1-8),6=981/
Mechanical,(min.0-1-8)
Max Horiz 1=1 84(LC 8)
Max Uplift 1=-456(LC 8),6=-459(LC 9)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 1-2=-2729/2347,2-10=-2668/2351,
3-10=-2648/2356,3-11=-1794/1573,
4-11=-1701/1582,4-12=-1689/1593,
12-13=-1690/1593,5-13=-1697/1593,
5-6=-907/924
BOT CHORD 1-9=-2482/2588,8-9=-2482/2588,
7-8=-2482/2588
WEBS 3-7=-1018/925,4-7=-123/281,
5-7=-1555/1653
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C
Exterior(2E)0-4-0 to 4-4-0,Interior(1)4-4-0 to 10-6-8,
Exterior(2R)10-6-8 to 14-6-8,Interior(1)14-6-8 to
18-2-2 zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
Job Truss Truss Type Qty Ply
2447615 A05 Roof Special Girder 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:13 Page:1
ID:g5R9CgwKsrVJBm9dQJKJxUyZ1el-8FKEfXaVBcP39bec55cE6_hlehkhdPpl8HudyJyYlbC
5-2-13 8-8-10 13-6-7 18-3-14
5-2-13 3-5-13 4-9-13 4-9-7
120.27
MT20HS 4x10= 5xl2= 3x4n
3 r2 3x4 c 3 4 11 5
2
0 3 5 m
I? 7
c%)
w 1 N
0-3-14t: 6
`e 10 9 8 12 13 7 14 15
5xl2= 2x4 n 3x8 n MT20HS 6x12=
MT20HS 6x12=
7x8=
0-10-8
5-2-13 8-10-6 13-6-7 18-3-14
4-4-5 3-7-9 4-8-1 4-9-7
0-10-8
Scale=1:42.3
Plate Offsets(X,Y): [1:0-4-9,Edge],[3:0-5-8,0-2-0],[6:Edge,0-4-8],[8:0-4-0,0-4-12]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.26 8-10 >833 240 MT20HS 187/143
TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.40 8-10 >535 180 MT20 244/190
BCLL 0.0' Rep Stress Incr NO WB 0.74 Horz(CT) 0.07 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:98 lb FT=20
LUMBER 6) `This truss has been designed for a live load of 20.Opsf
TOP CHORD 2x4 SP M 31 on the bottom chord in all areas where a rectangle
BOT CHORD 2x6 SP M 26 3-06-00 tall by 2-00-00 wide will fit between the bottom
WEBS 2x4 SP No.3`Except'W4,W6:2x4 SP No.2 chord and any other members.
BRACING 7) Refer to girder(s)for truss to truss connections.
Structural wood sheathing directly applied or 8) Provide mechanical connection(by others)of truss to
TOP CHORD , except end verticals. bearing plate capable of withstanding 1375 lb uplift at
2-8-1 pwood
BOT CHORD Rigid ceiling directly applied or 5-4-14 oc joint 6 and uplift at joint 1.
bracing. 9) Hanger(s)orr other
ott I herr connection device(s)shall be
WEBS 1 Row at mid t 4-6 provided sufficient to support concentrated load(s)146 lb
down nd 174 lb up at 16-6-3 on top chord,and 1332 lb
MiTek recommends that Stabilizers and down and 771 lb up at 8-8-10,275 lb down and 144 lb
required cross bracing be installed during up at 10-6-3,265 lb down and 141 lb up at 12-6-3,and
truss erection,in accordance with Stabilizer 260 lb down and 136 lb up at 14-6-3,and 485 lb down
Installation guide. and 327 lb up at 16-6-3 on bottom chord. The design/
REACTIONS (lb/size) 1=1973/0-8-0,(min.0-1-10), selection of such connection device(s)is the
6=2559/Mechanical,(min.0-1-8) responsibility of others.
LOAD CASE(S) Standard
Max Horiz 1=143(LC 30)
Max Uplift 1=-1003(LC 4),6=-1375(LC 5) 1) Dead+Roof Live(balanced):Lumber Increase=1.25,
Plate Increase=1.25
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 Uniform Loads(lb/ft)
(lb)or less except when shown. Vert:1-3=-90,3-5=-90,1-6=-20
TOP CHORD 1-2=-6579/3315,2-3=-6196/3216,
3-4=-6068/3181 Concentrated Loads(lb)
BOT CHORD 1-10=-3305/6320,9-10=-3305/6320, Vert:8=-1332,11=47,12=-275,13=-265,14=-260,
15=485
8-9=-3305/6320,8-12=-2495/4706,
12-13=-2495/4706,7-13=-2495/4706,
7-14=-2495/4706,14-15=-2495/4706,
6-15=-2495/4706
WEBS 2-8=-616/579,3-8=-649/1275,
4-8=-864/1555,4-7=-398/860,
4-6=-4984/2641
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
II;Exp D;Enclosed;MWFRS(envelope);Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
Job Truss Truss Type Qty Ply
2447615 A06 Roof Special 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:13 Page:1
ID:egdg49gOnk4yWrcLTBGd_OyYn37-8FKEfXaVBcP39bec55cE6_hK8hi8dS618HudyJyYlbC
18-4-0
7-11-13 14-10-9 I,17-2-13 I, 1,7-11-13 6-10-13 2 �
1-1-3
121.5
120.25 2x4n
5x6= 4x8=
o rn 12 4 5
3 6
3x4 12 VE
0 S 3x4. 3x ,
ao 4 0
cn
co ST1.5x8 TP ri
2 cn
1
0-3-Vk— B I7
11 10 9 8
3x4= 2x4n 4x4= 5x8= 2x4n
6x8= 6x8=
0-10-8 18-4-0
7-11-13 15-0-5 [17-2-13 [
7-1-5 7-0-9 ���
0-10-8 1-1-3
Scale=1:60.1
Plate Offsets(X,Y): [1:0-3-3,0-3-0]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.15 1-11 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.25 1-11 >857 180
BCLL 0.0* Rep Stress Incr YES WB 0.53 Horz(CT) 0.06 7 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:100 lb FT=20%
LUMBER 5) This truss has been designed for a 10.0 psf bottom
TOP CHORD 2x4 SP No.2*Except*T1:2x4 SP M 31 chord live load nonconcurrent with any other live loads.
BOT CHORD 2x4 SP No.2 6) *This truss has been designed for a live load of 20.Opsf
WEBS 2x4 SP No.3 on the bottom chord in all areas where a rectangle
SLIDER Left 2x4 SP No.3--3-5-12 3-06-00 tall by 2-00-00 wide will fit between the bottom
BRACING chord and any other members.
7) Refer to girder(s)for truss to truss connections.
TOP CHORD Structural wood ood sheathing directly applied or
4-4-4 p , except end verticals. 8) Provide mechanical connection(by others)of truss to
BOT CHORD Rigid ceiling directly applied or 3-11-9 oc bearing plate capable withstanding 478 lb uplift at joint
1 and 461 lb uplift at joint 7.
bracing.
WEBS 1 Row at mid t 3-9 LOAD CASE(S) Standard
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=982/0-8-0,(min.0-1-8),7=982/
Mechanical,(min.0-1-8)
Max Horiz 1=262(LC 12)
Max Uplift 1=-478(LC 8),7=-461 (LC 8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 1-2=-2504/1905,2-3=-2426/1917,
3-12=-849/647,4-12=-764/655,4-5=-733/713
BOT CHORD 1-11=-2145/2364,10-11=-2145/2364,
9-10=-2145/2364
WEBS 3-11=0/319,3-9=-1694/1489,4-9=-241/415,
5-9=-942/981,5-7=-889/835
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C
Exterior(2E)0-4-0 to 4-4-0,Interior(1)4-4-0 to 14-10-9,
Exterior(2E)14-10-9 to 17-2-13,Interior(1)17-2-13 to
18-2-4 zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
Job Truss Truss Type Qty Ply
2447615 A07 Roof Special 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:13 Page:1
ID:fAGywDsKmmuDvcgyXlZxJyYnlo-8FKEfXaVBcP39bec55cE6_hKRhjSdTul8HudyJyYlbC
7-8-12 14-4-9 18-4-0
7-8-12 6-7-12 3-11-7
5x6= 21.5
12 4 5x6=
3F 5
3x4 a 10
0 3x4 3 3
3x4' :?BL 1
M 2
ST1.5x8 STP 1 c")
1
1
0-3-2� 0-3-14�
a 9 8 7 6
3x4= 2x411 44= 5x8= 3x6n
6x8=
0-10-8 18-4-0
7-8-12 14-6-5 18-3-13
6-10-4 6-9-8 3-9-8
0-10-8 0-0-3
Scale=1:42.6
Plate Offsets(X,Y): [1:0-3-3,0-3-0]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.15 1-9 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.24 1-9 >904 180
BCLL 0.0' Rep Stress Incr YES WB 0.48 Horz(CT) 0.06 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:89 lb FT=20%
LUMBER 4) This truss has been designed for a 10.0 psf bottom
TOP CHORD 2x4 SP M 31 chord live load nonconcurrent with any other live loads.
BOT CHORD 2x4 SP No.2 5) `This truss has been designed for a live load of 20.Opsf
WEBS 2x4 SP No.3 on the bottom chord in all areas where a rectangle
OTHERS 2x4 SP No.3 3-06-00 tall by 2-00-00 wide will fit between the bottom
SLIDER Left 2x4 SP No.3--3-4-3 chord and any other members.
BRACING 6) Refer to girder(s)for truss to truss connections.
Structural wood sheathing directly applied or 7) Provide mechanical connection(by others)of truss to
TOP CHORD Struct pwood. bearing plate capable of withstanding 480 lb uplift at joint
4-4-7 ur
BOT CHORD Rigid ceiling directly applied or 3-11-0 oc 1 and 449 lb uplift at joint 6.
bracing. LOAD CASE(S) Standard
WEBS 1 Row at mid t 3-7
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=982/0-8-0,(min.0-1-8),6=982/
Mechanical,(min.0-1-8)
Max Horiz 1=239(LC 12)
Max Uplift 1=-480(LC 8),6=-449(LC 8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 1-2=-2536/2013,2-3=-2460/2024,
3-10=-955/810,4-10=-874/818,
4-5=-866/851,5-6=-959/960
BOT CHORD 1-9=-2202/2395,8-9=-2202/2395,
7-8=-2202/2395
WEBS 3-9=0/308,3-7=-1623/1425,4-7=-150/330,
5-7=-1065/1093
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
II;Exp D;Enclosed;MWFRS(envelope)and C-C
Exterior(2E)0-4-0 to 4-4-0,Interior(1)4-4-0 to 14-4-9,
Exterior(2E)14-4-9 to 18-2-4 zone;C-C for members and
forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
Job Truss Truss Type Qty Ply
2447615 A08 Roof Special 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:14 Page:1
ID:Uc9fl58mLwheTRt5osCyM9yYn1 R-cRucstb8ywXwnlDofp7TfBDSE53gMtIANxdAUIyYIbB
7-1-14 13-2-11 18-4-0
7-1-14 6-0-14 5-1-5
5x6= �2
1.5
312 4 12 4x6=
13 5
3x4 0 3x4 a 11
3x4 e 3 3
rn
210 5 v
ro ST1.5x8 STP 1
1 1 N
0-3-114 6
e 9 8 7
3x4= 2x4 n 5x8= 3x6 n
6x8= 3x4=
0-10-8
7-1-14 13-4-7 18-4-0
6-3-6 6-2-10 4-11-9
0-10-8
Scale=1:40.5
Plate Offsets(X,Y): [1:0-3-3,0-3-0],[1:0-5-12,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.15 7-9 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.22 1-9 >987 180
BCLL 0.0* Rep Stress Incr YES WB 0.66 Horz(CT) 0.05 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:87 lb FT=20%
LUMBER 4) This truss has been designed for a 10.0 psf bottom
TOP CHORD 2x4 SP M 31*Except*T2:2x4 SP No.2 chord live load nonconcurrent with any other live loads.
BOT CHORD 2x4 SP No.2 5) *This truss has been designed for a live load of 20.Opsf
WEBS 2x4 SP No.3 on the bottom chord in all areas where a rectangle
SLIDER Left 2x4 SP No.3--3-0-10 3-06-00 tall by 2-00-00 wide will fit between the bottom
BRACING chord and any other members.
TOP CHORD Structural wood sheathing directly applied or 6) Refer to girder(s)for truss to truss connections.
4-ruc Structural
pwood, except end verticals. 7) Provide mechanical connection(by others)of truss to
BOT CHORD Rigid ceiling directly applied or 3-10-3 oc bearing plate capable withstanding 478 lb uplift at joint
1 and 423 lb uplift at joint 6.
bracing.
WEBS 1 Row at mid t 3-7 LOAD CASE(S) Standard
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=982/0-8-0,(min.0-1-8),6=982/
Mechanical,(min.0-1-8)
Max Horiz 1=211 (LC 12)
Max Uplift 1=-478(LC 8),6=-423(LC 9)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 1-2=-2604/2141,2-10=-2533/2145,
3-10=-2526/2151,3-11=-1200/1058,
4-11=-1 128/1066,4-12=-1081/1087,
12-13=-1100/1085,5-13=-1126/1083,
5-6=-940/947
BOT CHORD 1-9=-2288/2463,8-9=-2288/2463,
7-8=-2288/2463
WEBS 3-9=0/277,3-7=-1455/1286,5-7=-1154/1208
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C
Exterior(2E)0-4-0 to 4-4-0,Interior(1)4-4-0 to 13-2-11,
Exterior(2R)13-2-11 to 17-2-11,Interior(1)17-2-11 to
18-2-4 zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
Job Truss Truss Type Qty Ply
2447615 A09 Roof Special 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:14 Page:1
ID:IIWw?8DXxmRnBMKF87JMcQyYn1 L-cRucstb8ywXwnlDofp7TfBDO?538MoSANxdAUlyYlbB
6-6-15 12-0-14 18-4-0
6-6-15 5-5-15 6-3-3
5x6= 12
5
31r 4 5x6=
12
13
3x4 n 5
11
3x6> 3
2 10
co ST1.5x8 STP W1
co
1 1 N
0-3-1� Bi 6 0-3-Tt7
s 9 8 7
3x4= 2x4 n 4x4= 4x8= 3x6 n
6x8=
0-10-8
6-6-15 12-2-10 18-4-0
5-8-7 5-7-11 6-1-7
0-10-8
Scale=1:38.8
Plate Offsets(X,Y): [1:0-3-3,0-3-0],[1:0-5-12,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.15 7-9 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.21 1-9 >999 180
BCLL 0.0* Rep Stress Incr YES WB 0.97 Horz(CT) 0.05 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:86 lb FT=20
LUMBER 4) This truss has been designed for a 10.0 psf bottom
TOP CHORD 2x4 SP M 31*Except*T2:2x4 SP No.2 chord live load nonconcurrent with any other live loads.
BOT CHORD 2x4 SP No.2 5) *This truss has been designed for a live load of 20.Opsf
WEBS 2x4 SP No.3 on the bottom chord in all areas where a rectangle
SLIDER Left 2x4 SP No.3--2-9-1 3-06-00 tall by 2-00-00 wide will fit between the bottom
BRACING chord and any other members.
TOP CHORD Structural wood sheathing directly applied or 6) Refer to girder(s)for truss to truss connections.
2-ruc Structural
pwood, except end verticals. 7) Provide mechanical connection(by others)of truss to
BOT CHORD Rigid ceiling directly applied or 3-9-8 oc bearing plate capable withstanding 473 lb uplift at joint
bracin 1 and 437 lb uplift at joint 6.
MiTek recommends that Stabilizers and LOAD CASE(S) Standard
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=982/0-8-0,(min.0-1-8),6=982/
Mechanical,(min.0-1-8)
Max Horiz 1=184(LC 12)
Max Uplift 1=-473(LC 8),6=-437(LC 9)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 1-2=-2661/2251,2-10=-2595/2256,
3-10=-2582/2261,3-11=-1455/1302,
4-11=-1393/1310,4-12=-1351/1321,
12-13=-1362/1317,5-13=-1395/1317,
5-6=-925/933
BOT CHORD 1-9=-2357/2521,8-9=-2357/2521,
7-8=-2357/2521
WEBS 3-7=-1272/1130,5-7=-1270/1357
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C
Exterior(2E)0-4-0 to 4-4-0,Interior(1)4-4-0 to 12-0-14,
Exterior(2R)12-0-14 to 16-0-14,Interior(1)16-0-14 to
18-2-4 zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
Job Truss Truss Type Qty Ply
2447615 A10 Roof Special 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:14 Page:1
I D:ODAYEBI7aH_YT7hijM5gOiyYnOf-cRucstbBywXwnlDofp7TfBDQM538MuZANxdAUIyYlbB
6-0-0 10-11-0 14-7-8 18-4-0
6-0-0 4-11-0 3-8-8 3-8-8
12
11.5
12 4x6=
3 r 4 3x4=
3x4 c 13 5 2x4 n
3x6 0 12 6
3
� 11
O ST1.5x8 STP 2 ao
r�
1 a
0-3-114 7
B B 10 9 8
3x4= 6x8= 2x4n 4x4= 4x8= 6x8=
0-10-8
6-0-0 11-0-12 18-4-0
5-1-8 5-0-12 7-3-4
0-10-8
Scale=1:36.7
Plate Offsets(X,Y): [1:0-3-3,0-3-0],[1:0-6-0,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.16 8-10 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.21 8-10 >999 180
BCLL 0.0' Rep Stress Incr YES WB 0.58 Horz(CT) 0.06 7 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:86 lb FT=20
LUMBER 4) This truss has been designed for a 10.0 psf bottom
TOP CHORD 2x4 SP No.2 chord live load nonconcurrent with any other live loads.
BOT CHORD 2x4 SP No.2 5) `This truss has been designed for a live load of 20.Opsf
WEBS 2x4 SP No.3 on the bottom chord in all areas where a rectangle
SLIDER Left 2x4 SP No.3--2-5-8 3-06-00 tall by 2-00-00 wide will fit between the bottom
BRACING chord and any other members.
TOP CHORD Structural wood sheathing directly applied or 6) Refer to girder(s)for truss to truss connections.
3-ruc Structural
pwood, except end verticals. 7) Provide mechanical connection(by others)of truss to
BOT CHORD Rigid ceiling directly applied or 3-8-8 oc bearing plate capable withstanding 466 lb uplift at joint
bracin 1 and 449 lb uplift at joint 7.
MiTek recommends that Stabilizers and LOAD CASE(S) Standard
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=982/0-8-0,(min.0-1-8),7=982/
Mechanical,(min.0-1-8)
Max Horiz 1=1 57(LC 12)
Max Uplift 1=-466(LC 8),7=-449(LC 9)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 1-2=-2731/2372,2-11=-2670/2376,
3-11=-2651/2381,3-12=-1681/1504,
4-12=-1624/1513,4-13=-1599/1538,
5-13=-1620/1534
BOT CHORD 1-10=-2436/2591,9-10=-2436/2591,
8-9=-2436/2591,7-8=-1179/1234
WEBS 3-8=-1092/1036,4-8=-109/257,
5-8=-330/492,5-7=-1409/1384
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C
Exterior(2E)0-4-0 to 4-4-0,Interior(1)4-4-0 to 10-11-0,
Exterior(2R)10-11-0 to 14-7-8,Interior(1)14-7-8 to
18-2-4 zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
Job Truss Truss Type Qty Ply
2447615 A11 Roof Special Girder 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:14 Page:1
I D:Nj 1 IQW DbOGv?f6ACV3lgTwyYnO2-cRucstb8ywXwnlDofp7TfBDQ156fMrfANxdAUIyYlbB
5-9-1 9-9-2 13-9-6 18-4-1
5-9-1 4-0-1 4-0-4 4-6-11
i
7x8= 21.5
3 4x4 0
3 r2 3x4 c
4 7x10=
w No 2 T 11 5
a) 3
T N N ST1.5x8 STP 5
w
o 0 0-3- 6
. 10 9 8 12 7 13
5x12- 2x4 n 4x12= 6x8 u
MT20HS 6x12=
7x8=
0-10-8
5-9-1 9-10-14 13-9-6 18-4-1
4-10-9 4-1-13 3-10-8 4-6-11
0-10-8
Scale=1:44
Plate Offsets(X,Y): [1:0-2-8,Edge],[6:Edge,0-5-8],[7:0-3-8,0-2-0],[8:0-4-0,0-4-12]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.24 8-10 >845 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.37 8-10 >553 180 MT20HS 187/143
BCLL 0.0' Rep Stress Incr NO WB 0.83 Horz(CT) 0.06 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:111 lb FT=20
LUMBER 6) `This truss has been designed for a live load of 20.Opsf
TOP CHORD 2x6 SP No.2 on the bottom chord in all areas where a rectangle
BOT CHORD 2x6 SP M 26 3-06-00 tall by 2-00-00 wide will fit between the bottom
WEBS 2x4 SP No.3`Except'W6:2x4 SP M 31, chord and any other members.
W7:2x6 SP No.2 7) Refer to girder(s)for truss to truss connections.
BRACING 8) Provide mechanical connection(by others)of truss to
TOP CHORD Structural wood sheathing directly applied or bearing plate capable of withstanding 1685 lb uplift at
2-2-15 oc purlins, except end verticals. joint 6 and or
I r uplift at joint 1.
BOT CHORD Rigid ceiling directly applied or 5-1-7 oc 9) H provided
s)u other connection device(s)shall be
bracin provided sufficient to support concentrated load(s)77 lb
down and 144 lb up at 15-10-5,and 239 lb down and
MiTek recommends that Stabilizers and 172 lb up at 18-1-5 on top chord,and 2466 lb down and
required cross bracing be installed during 1411 lb up at 9-9-2,311 lb down and 155 lb up at
truss erection,in accordance with Stabilizer 11-10-5,257 lb down and 131 lb up at 13-10-5,and 410
Installation guide. lb down and 229 lb up at 15-10-5,and 90 lb down at
2352/0-8-0,(min.0-1-15), 18-1-5 on bottom chord. The design/selection of such
REACTIONS (lb/size) 1=
6=2352/Mechanical,(min.0-1-8) connection device(s)is the responsibility of others.
Max Horiz 1=118(LC 32) LOAD CASE(S) Standard
Max Uplift 1=-1234(LC 4),6=-1685(LC 5) 1) Dead+Roof Live(balanced):Lumber Increase=1.25,
Plate Increase=1.25
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 Uniform Loads(lb/ft)
(lb)or less except when shown. Vert:1-3=-90,3-5=-90,1-6=-20
TOP CHORD 1-2=-7236/3783,2-3=-7240/3852, Concentrated Loads(lb)
3-4=-7207/3849,4-11=-5893/3161, Vert:8=-2466,7=-257,5=-202,6=-45,11=67,
5-11=-5925/3157,5-6=-2747/1545 12=-311,13=410
BOT CHORD 1-10=-3699/6904,9-10=-3699/6904,
8-9=-3699/6904,8-12=-3109/5848,
7-12=-3109/5848,7-13=-259/475,
6-13=-259/475
WEBS 2-8=-375/674,3-8=-1159/2181,
4-8=-858/1573,4-7=-960/584,
5-7=-2967/5595
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
II;Exp D;Enclosed;MWFRS(envelope);Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
Job Truss Truss Type Qty I Ply
2447615 Al2 Roof Special Girder 1 2
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:14 Page:1
ID:93V?P57f4S4875rXzStLPzybNy4-cRucstb8ywXwnlDofp7TfBDVQ51pMpnANxdAUlyYlbB
6-0-9 L 10-4-2 14-7-10 17-7-0 20-4-9 L 23-3-15 L 25-8-6 , 28-3 43 33-2-7 1, 39-8-14
6-0-9 - 22� 2-91010 2 2-614 4 6-6-7 ]
2x4n
6x8= 5x6= 7x8= MT20HS 8x14= 4x8*
12 4x6. 5 6 7 8 5x6*
2.99r 5x8%4 9 10 122.6
rn 4x4% 3 11 4x8_
2 < /V\
10 12
Cl) C; '
1 13
60-3-1LNL
0 6 23 24 232 26 2721 20 28 19 29 30 18 17 16 31 15 32 14
5x12o 2x4n 7x8= 7x8= 7x8= 6x8= 7x8= 5x8�� 4x6*
8x10=
4x8= 4x8=
ST1.5x8 STP
0-10-6 39-8-14
10-4-2 14-9-6 18-11-12 L 23-2-3 25-8-6 29-10-2 33-11-15 39-2-1 L l
5-2-3 4- 44� 44_ 5-2-11
0-10-6 0-6-5
Scale=1:70.8
Plate Offsets(X,Y): [1:0-2-9,Edge],[15:0-4-0,0-4-4],[16:0-5-0,0-4-12],[18:0-3-8,0-3-0],[19:0-2-4,0-4-0],[21:0-2-0,0-4-8],[22:0-3-8,0-4-8]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.29 22-23 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.46 22-23 >636 180 MT20HS 187/143
BCLL 0.0' Rep Stress Incr NO WB 0.95 Horz(CT) 0.08 16 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:518 lb FT=20%
LUMBER WEBS 2-23=-684/1379,2-22=-1768/1066, 12)Graphical purlin representation does not depict the size
TOP CHORD 2x6 SP M 26 4-22=-1889/3776,4-21=-6136/3225, or the orientation of the purlin along the top and/or
BOT CHORD 2x6 SP M 26*Except`B2:2x6 SP No.2 5-21=-650/1439,8-18=-3560/7246, bottom chord.
WEBS 2x4 SP No.3`Except'W8,W9,W7:2x4 SP 8-16=-11408/5626,10-16=-4373/2262, 13)Hanger(s)or other connection device(s)shall be
No.2 10-15=-2438/4976,12-15=-5689/3097, provided sufficient to support concentrated load(s)2539
BRACING 12-14=-2208/4316,9-16=-941/500, lb down and 1381 lb up at 7-11-0,961 lb down and 465
TOP CHORD Structural wood sheathing directly applied or 6-19=-4031/2054,6-21=-2294/4596, lb up at 9-11-0,962 lb down and 446 lb up at 11-11-0,
7-19=-3162/6449,7-18=-7984/3991 962 lb down and 450 lb up at 13-11-0,962 lb down and
5-2-4 oc purlins,except NOTES 467 lb up at 15-11-0,962 lb down and 467 lb up at
2-0-0 oc purlins(6-0-0 max.):5-8. 1) 2-ply truss to be connected together with 10d(0.131"x3") 17-11-0,962 lb down and 467 lb up at 19-11-0,962 lb
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc nails as follows: down and 467 lb up at 21-11-0,962 lb down and 467 lb
bracing. Top chords connected as follows:2x6-2 rows staggered up at 23-11-0,962 lb down and 429 lb up at 27-11-0,
REACTIONS (lb/size) 1=4512/0-8-1,(min.0-1-14), at 0-9-0 oc. 962 lb down and 443 lb up at 29-11-0,and 962 lb down
13=983/0-9-4,(min.0-1-8), Bottom chords connected as follows:2x6-3 rows and 455 lb up at 31-11-0,and 3109 lb down and 1691 lb
16=14872/0-6-0,(req.0-6-3) staggered at 0-4-0 oc. up at 33-11-0 on bottom chord. The design/selection of
Max Horiz 1=-93(LC 13) Web connected as follows:2x4-1 row at 0-9-0 oc. such connection device(s)is the responsibility of others.
Max Uplift 1=-2306(LC 4),13=-614(LC 9), 2) All loads are considered equally applied to all plies, LOAD CASE(S) Standard
16=-7276(LC 5) except if noted as front(F)or back(B)face in the LOAD 1) Dead+Roof Live(balanced):Lumber Increase=1.25,
Max Grav 1=4556(LC 19),13=1080(LC 20), CASE(S)section.Ply to ply connections have been Plate Increase=1.25
16=14872(LC 1) provided to distribute only loads noted as(F)or(B), Uniform Loads(lb/ft)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 unless otherwise indicated. Vert:1-5=-90,5-8=-90,8-13=-90,1-13=-20
(lb)or less except when shown. 3) Unbalanced roof live loads have been considered for this Concentrated Loads(lb)
TOP CHORD 1-2=-15316/7732,2-3=-13368/6682, design. Vert:20=-962,15=-962,14=-3109,17=-962,
3-4=-13311/6688,4-5=-7857/3877, 4) Wind:ASCE 7-16;Vult=170mph(3-second gust) 24=-2539,25=-961,26=-962,27=-962,28=-962,
5-6=-7656/3827,6-7=-3342/1643, Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat. 29=-962,30=-962,31=-962,32=-962
7-8=-2045/4254,8-9=-5414/11123, II;Exp D;Enclosed;MWFRS(envelope);Lumber
9-10=-5514/11282,10-11=-2693/5314, DOL=1.60 plate grip DOL=1.60
11-12=-2700/5286,12-13=-3226/1832 5) Building Designer/Project engineer responsible for
BOT CHORD 1-23=-7444/14640,23-24=-7444/14640, verifying applied roof live load shown covers rain loading
24-25=-7444/14640,22-25=-7444/14640, requirements specific to the use of this truss component.
22-26=-6447/12972,26-27=-6447/12972, 6) Provide adequate drainage to prevent water ponding.
21-27=-6447/12972,20-21=-2230/4820, 7) All plates are MT20 plates unless otherwise indicated.
20-28=-2230/4820,19-28=-2230/4820, 8) This truss has been designed for a 10.0 psf bottom
19-29=-295/969,29-30=-295/969, chord live load nonconcurrent with any other live loads.
18-30=-295/969,17-18=-4555/2433, 9) 'This truss has been designed for a live load of 20.Opsf
16-17=-4555/2433,16-31=-7775/3998, on the bottom chord in all areas where a rectangle
15-31=-7775/3998,15-32=-443/576, 3-06-00 tall by 2-00-00 wide will fit between the bottom
14-32=-443/576,13-14=-1725/3085 chord and any other members.
10)WARNING:Required bearing size atjoint(s)16 greater
than input bearing size.
11)Provide mechanical connection(by others)of truss to
bearing plate capable of withstanding 7276 lb uplift at
joint 16,2306 lb uplift at joint 1 and 614 lb uplift at joint
13.
Job Truss Truss Type Qty Ply
2447615 A13 Roof Special 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:15 Page:1
I D:ohsGAZhOpV Vrl50 F9fJ3i HybO35-4d S_4Dbmj Efn Pvo_D W ei BP mckVSt5H rJ bb N kOByYlbA
6-0-2 10-3-2 L 14-6-2 1, 18-6-1 22-5-15 27-7-11 L 32-5-15 38-8-14
6-0-2 � 3 33- 5-1-12 4 6-2-15 1
6x8= 4x4= 6x8=
MT20HS 6x12 e
2 99 F- 4x4- 4 9 T2 2 6>4,x44. 122.6�? 2x4. 18 3 8 3x4.
A
172 9 22
cc 0 co
1 10
� 60-3-1 B1 B2 B3
0 6 16 15 14 13 12 11
7x10- 4x4= 4x8= 4x8= 4x4= 5x12o
MT20HS 4x10= MT20HS 6x12=
0-10-8 38-8-14
7-9-10 14-7-14 i, 2-4-3 30-2-9 i, 38-2-7
6-11-2 6-10-5 7-8-4 7-10-6 7-11-13
0-10-8 0-6-8
Scale=1:69.3
Plate Offsets(X,Y): [4:0-4-0,0-4-0],[6:0-4-0,0-4-4],[8:0-6-0,Edge],[10:0-11-15,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.52 11-13 >850 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.73 11-13 >600 180 MT20HS 187/143
BCLL 0.0* Rep Stress Incr NO WB 0.83 Horz(CT) 0.17 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:236 lb FT=20
LUMBER 2) Wind:ASCE 7-16;Vult=170mph(3-second gust)
TOP CHORD 2x6 SP M 26*Except*T2:2x6 SP No.2, Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
T4:2x4 SP No.2 11;Exp D;Enclosed;MWFRS(envelope)and C-C
BOT CHORD 2x6 SP M 26 Exterior(2E)1-2-8 to 5-2-8,Interior(1)5-2-8 to 14-6-2,
WEBS 2x4 SP No.3 Exterior(2R)14-6-2 to 20-2-0,Interior(1)20-2-0 to
22-5-15,Exterior(2R)22-5-15 to 28-1-13,Interior(1)
BRACING
TOP CHORD Structural wood sheathing directly applied or 28-1-13 to 37-9-13 zone;C-C for members and forces&
3-5ct oc purlins,except MWFRS for reactions shown;Lumber DOL=1.60 plate
2-0-0 oc purlins(3-0-0 max.):4-6. grip DOL=1.60
3) Building Designer/Project engineer responsible for
BOT CHORD Rigid ceiling directly applied or 3-11-12 oc
verifying applied roof live load shown covers rain loading
racing. requirements specific to the use of this truss component.
MiTek recommends that Stabilizers and 4) Provide adequate drainage to prevent water ponding.
required cross bracing be installed during 5) All plates are MT20 plates unless otherwise indicated.
truss erection,in accordance with Stabilizer 6) This truss has been designed for a 10.0 psf bottom
Installation guide. chord live load nonconcurrent with any other live loads.
REACTIONS (lb/size) 1=2061/0-8-1,(min.0-1-11), 7) *This truss has been designed for a live load of 20.Opsf
10=2116/0-9-4,(min.0-1-12) on the bottom chord in all areas where a rectangle
Max Horiz 1=-92(LC 13) 3-06-00 tall by 2-00-00 wide will fit between the bottom
Max Uplift 1=-1001 (LC 8),10=-1050(LC 9) chord and any other members.
8) Provide mechanical connection(by others)of truss to
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 bearing plate capable of withstanding 1001 lb uplift at
(lb)or less except when shown. joint 1 and 1050 lb uplift at joint 10.
TOP CHORD 1-17=-6397/5462,2-17=-6299/5466, 9) Graphical purlin representation does not depict the size
2-18=-6188/5321,3-18=-6130/5326, or the orientation of the purlin along the top and/or
3-4=-5313/4686,4-19=-5148/4635, bottom chord.
5-19=-5148/4635,5-20=-5505/4954, 10)Hanger(s)or other connection device(s)shall be
6-20=-5505/4954,6-7=-5655/4987, provided sufficient to support concentrated load(s)75 lb
7-21=-6952/6022,8-21=-6999/6021, down and 73lb up at 22-5-15,and 75 lb down and 73 lb
8-9=-7057/6032,9-22=-7299/6304, up at 30-2-9 on top chord. The design/selection of such
10-22=-7385/6301 connection device(s)is the responsibility of others.
BOT CHORD 1-16=-5207/6088,15-16=-4996/5821, 11) In the LOAD CASE(S)section,loads applied to the face
14-15=-4648/5513,13-14=-4648/5513, of the truss are noted as front(F)or back(B).
12-13=-5668/6617,11-12=-5668/6617, LOAD CASE(S) Standard
16046/7107
WEBS 4-15-15=-712/895,6-13=-525/707,
1) Dead+Roof Live(balanced):Lumber Increase=1.25,
7-13=-1276/1209,7-11=-117/413, Platelncrease=1.25
9-11=-314/405,5-15=-726/568, Uniform Loads(lb/ft)
5-13=-324/216,2-16=-177/255, Vert:1-4=-90,4-6=-90,6-10=-90,1-10=-20
3-16=-93/294,3-15=-840/841 Concentrated Loads(lb)
NOTES Vert:6=-75(F),8=-75(F)
1) Unbalanced roof live loads have been considered for this
design.
Job Truss Truss Type Qty Ply
2447615 A14 Roof Special 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:15 Page:1
ID:4SIewemblRJ9W 1j75pXh_SybOC2-4dS_4DbmjEfnPvo_D WeiBPmYSVS851CJbbNkOByY1bA
5-11-7 L 10-1-13 14-4-2 L 17-10-3 21-4-3 L 26-5-3 L 31-6-3 L 37-4-14
5-11-7 3 6 0 3 6 0 5-1-0 5-1-0 5-10-11
6x8= 4x4= 6x8= MT20HS 6x12 e
2.99�2 4x4, 4 1 T2 0 6 4x4, 12
18 3 721 -12.6
co 2x411 8 3x4--
b o U? 172 1 922
M CM
� � 1 T 10
6 0-3-1 131 B2 B3
0 0 16 15 14 13 12 11
7AO0 4x4= 4x8= 4x8= 4x8= 5x12o
MT20HS 410= MT20HS 6x12=
0-10-8 37-4-14
L 7-8-9 L 14-5-14 I. 21-2-7 L 29-0-13 L 36-10-6 L L
6-10-2 6-9-5 6-8-9 7-10-6 7-9-9
0-10-8 0-6-8
Scale=1:67.3
Plate Offsets(X,Y): [4:0-4-0,0-3-12],[6:0-4-0,0-4-0],[8:0-6-0,Edge],[10:0-11-11,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.48 11-13 >875 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.69 11-13 >616 180 MT20HS 187/143
BCLL 0.0* Rep Stress Incr NO WB 0.81 Horz(CT) 0.15 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:229 lb FT=20
LUMBER 2) Wind:ASCE 7-16;Vult=170mph(3-second gust)
TOP CHORD 2x6 SP M 26*Except*T1:2x6 SP No.2 Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
BOT CHORD 2x6 SP M 26 11;Exp D;Enclosed;MWFRS(envelope)and C-C
WEBS 2x4 SP No.3 Exterior(2E)1-2-8 to 5-2-8,Interior(1)5-2-8 to 14-4-2,
BRACING Exterior(2R)14-4-2 to 20-0-0,Interior(1)20-0-0 to
TOP CHORD Structural wood sheathing directly applied or 21-4-3,Exterior(2R)21-4-3 to 27-0-1,Interior(1)27-0-1
2-ruc Structural
purlins,except to 36-5-12 zone;C-C for members and forces&MWFRS
2-0-6 oc purlins(exce max.):4-6. for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
BOT CHORD Rigid ceiling directly applied or 4-0-13 oc 3) Building Designer/Project engineer responsible for
racing. verifying applied roof live load shown covers rain loading
MiTek recommends that Stabilizers and requirements specific to the use of this truss component.
required cross bracing be installed during 4) Provide adequate drainage to prevent water ponding.
truss erection,in accordance with Stabilizer 5) All plates are MT20 plates unless otherwise indicated.
Installation guide. 6) This truss has been designed for a 10.0 psf bottom
REACTIONS (lb/size) 1=1988/0-8-1,(min.0-1-10), chord live load nonconcurrent with any other live loads.
10=2042/0-9-4,(min.0-1-11) 7) *This truss has been designed for a live load of 20.Opsf
Max Horiz 1=-91(LC 13) on the bottom chord in all areas where a rectangle
Max Uplift 1=-962(LC 8),10=-1011 (LC 9) 3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 8) Provide mechanical connection(by others)of truss to
(lb)or less except when shown. bearing plate capable of withstanding 962 lb uplift at joint
TOP CHORD 1-17=-6142/5270,2-17=-6043/5273, 1 and 1011 lb uplift at joint 10.
2-18=-5921/5119,3-18=-5865/5124, 9) Graphical purlin representation does not depict the size
3-4=-5059/4504,4-19=-4899/4455, or the orientation of the purlin along the top and/or
5-19=-4898/4455,5-20=-5218/4740, bottom chord.
6-20=-5218/4740,6-7=-5364/4771, 10)Hanger(s)or other connection device(s)shall be
7-21=-6662/5782,8-21=-6699/5777, provided sufficient to support concentrated load(s)75 lb
8-9=-6760/5792,9-22=-6982/6061, down and 73 lb up at 21-4-3,and 75 lb down and 73 lb
10-22=-7070/6058 up at 29-0-1 on top chord. The design/selection of such
BOT CHORD 1-16=-5025/5844,15-16=-4808/5565, connection device(s)is the responsibility of others.
14-15=-4380/5180,13-14=-4380/5180, 11) In the LOAD CASE(S)section,loads applied to the face
12-13=-5457/6326,11-12=-5457/6326, of the truss are noted as front(F)or back(B).
10-11=-5810/6799 LOAD CASE(S) Standard
WEBS 4-15=-678/844,6-13=-493/651,7-13=-1270/1206,7-11=-97/422, 1) Dead+Roof Live(balanced):Lumber Increase=1.25,
9-11=-297/394,5-15=-634/484, Plate Increase=1.25
5-13=-252/249,2-16=-196/268, Uniform Loads(lb/ft)
3-16=-87/294,3-15=-833/826 Vert:1-4=-90,4-6=-90,1-10=-20,6-10=-90
NOTES Concentrated Loads(lb)
1) Unbalanced roof live loads have been considered for this Vert:6=-75(F),8=-75(F)
design.
Job Truss Truss Type Qty Ply
2447615 A15 Roof Special 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:15 Page:1
I D:31TN EWiyoCuG6vjS76Ug5bybOEi-4dS_4DbmjEfnPvo_DWeiBPmbnVPD5lrJbbNkOByYlbA
[ 5-5-7 [ 9-9-12 14-2-2 17-2-5 [ 20-2-7 [ 25-2-11 30-2-14 36-0-13 [
5-5-7 3 0 3 3 0 3 5-0-4 5-0-4 5-9-15
6x8= 4x4= 6x8=
2.99 r2 520 217 MT20HS 6x12 WB
MT20HS 4x10-- 4x4. T3 4x4. 12
4 T 8 22 2 2.6
M 2x4-3 19 2 9 2x4,
18 2 10 23
A
1 11
3_ B1 B B3 0-5-�
17 16 15 14 13 12
5x12= 4x4= 4x8= 4x8= 4x4= 5x12=
MT20HS 4x10= MT20HS 6x12=
0-10-8 36-0-13
L I 7-7-9 [ 14-3-14 [ 20-0-11 [ 27-8-13 35-6-5 [ [
6-9-2 6-8-5 5-8-13 7-8-1 7-9-9
0-10-8 0-6-8
Scale=1:63.1
Plate Offsets(X,Y): [1:0-5-5,Edge],[3:0-5-0,Edge],[5:0-4-0,0-3-12],[7:0-4-0,0-3-12],[9:0-6-0,Edge],[11:0-5-15,0-0-11]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.55 12-14 >772 240 MT20HS 187/143
TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.80 12-14 >529 180 MT20 244/190
BCLL 0.0* Rep Stress Incr YES WB 0.77 Horz(CT) 0.16 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:211 lb FT=20
LUMBER 2) Wind:ASCE 7-16;Vult=170mph(3-second gust)
TOP CHORD 2x6 SP M 26*Except*T5,T1:2x4 SP M 31 Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
BOT CHORD 2x6 SP M 26 11;Exp D;Enclosed;MWFRS(envelope)and C-C
WEBS 2x4 SP No.3 Exterior(2E)0-4-0 to 4-4-0,Interior(1)4-4-0 to 14-2-2,
OTHERS 2x4 SP No.3 Exterior(2R)14-2-2 to 19-10-0,Interior(1)19-10-0 to
20-2-7,Exterior(2R)20-2-7 to 25-10-5,Interior(1)
BRACING
TOP CHORD Structural wood sheathing directly applied or 25-10-5 to 35-8-13 zone;C-C for members and forces&
2-5ct oc purlins,except MWFRS for reactions shown;Lumber DOL=1.60 plate
2-0-0 oc purlins(4-4-14 max.):5-7. grip DOL=1.60
B 3) Building Designer/Project engineer responsible for
OT CHORD Rigid ceiling directly applied or 4-0-14 oc
verifying applied roof live load shown covers rain loading
racing. requirements specific to the use of this truss component.
MiTek recommends that Stabilizers and 4) Provide adequate drainage to prevent water ponding.
required cross bracing be installed during 5) All plates are MT20 plates unless otherwise indicated.
truss erection,in accordance with Stabilizer 6) This truss has been designed for a 10.0 psf bottom
Installation guide. chord live load nonconcurrent with any other live loads.
REACTIONS (lb/size) 1=1947/0-8-1,(min.0-1-10), 7) *This truss has been designed for a live load of 20.Opsf
1=1947/ -8-1,,(min.-1-10),0-1 on the bottom chord in all areas where a rectangle
Max Horiz 11=90(LC 13) 3-06-00 tall by 2-00-00 wide will fit between the bottom
Max Uplift 1=-938(LC 8),11=-956(LC 9) chord and any other members.
8) Provide mechanical connection(by others)of truss to
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 bearing plate capable of withstanding 938 lb uplift at joint
(lb)or less except when shown. 1 and 956 lb uplift at joint 11.
TOP CHORD 1-18=-6644/5697,2-18=-6556/5700, 9) Graphical purlin representation does not depict the size
2-3=-6223/5356,3-19=-6171/5357, or the orientation of the purlin along the top and/or
4-19=-6164/5360,4-5=-5047/4496, bottom chord.
5-20=-4901/4455,6-20=-4901/4455, LOAD CASE(S) Standard
6-21=-5068/4600,7-21=-5069/4600,
7-8=-5191/4620,8-22=-6526/5635,
9-22=-6537/5632,9-10=-6610/5629,
10-23=-6934/5985,11-23=-7017/5980
BOT CHORD 1-17=-5483/6383,16-17=-4972/5768,
15-16=-4241/5043,14-15=-4241/5043,
13-14=-5263/6144,12-13=-5263/6144,
11-12=-5755/6771
WEBS 5-16=-634/788,7-14=-494/636,
8-14=-1235/1141,8-12=-144/460,
10-12=-419/498,2-17=-437/501,
4-17=-171/410,4-16=-1029/988,
6-16=-467/313,6-14=-272/238
NOTES
1) Unbalanced roof live loads have been considered for this
design.
Job Truss Truss Type Qty Ply
2447615 A16 Roof Special 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:15 Page:1
ID:O???c5iSeW6hgYckzzl7vpybOH H-4dS_4DbmjEfn Pvo_DWeiBPmZIVLd5lrJbbNkOByYlbA
5-4-12 9-8-7 [ 14-0-2 19-0-11 [ 24-0-3 [ 28-11-10 34-8-12 [
5-4-12 5-0-9 4-11-7 4-11-7 5-9-2
MT20HS 6x12= MT20HS 4x10= 1122.6
4r5a 12 r5a5 MT20HS 6x12 WB
2 99 o
3 6 7
5x6. 17 5x8_
o6 16 2 8 18
c�
1 9
-3- 1310-5
15 14 13 12 11 10
MT20HS 7x14= MT20HS 4xl0= 3x8=
MT20HS 6x12= 5x6=
7x10n
0-10-8 34-8-12
7-61 14-1-14 18-10-15 26-5-14 34-2-4
6-8-2 6-7-5 4-9-1 7-6-15 7-8-6
0-10-8 0-6-8
Scale=1:61.1
Plate Offsets(X,Y): [1:0-4-4,0-5-2],[1:1-3-13,Edge],[4:0-6-0,0-2-0],[7:0-6-0,Edge],[9:1-3-7,0-0-0],[9:0-1-6,Edge],[9:Edge,0-1-6]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.53 10-12 >777 240 MT20HS 187/143
TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.77 10-12 >529 180 MT20 244/190
BCLL 0.0' Rep Stress Incr YES WB 0.77 Horz(CT) 0.15 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:197 lb FT=20
LUMBER 2) Wind:ASCE 7-16;Vult=170mph(3-second gust)
TOP CHORD 2x4 SP M 31 Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
BOT CHORD 2x6 SP M 26*Except`B2:2x6 SP No.2 II;Exp D;Enclosed;MWFRS(envelope)and C-C
WEBS 2x4 SP No.3 Exterior(2E)0-4-0 to 4-4-0,Interior(1)4-4-0 to 14-0-2,
OTHERS 2x4 SP No.3 Exterior(2E)14-0-2 to 19-0-11,Exterior(2R)19-0-11 to
SLIDER Left 2x4 SP No.3--3-10-12,Right 2x4 SP 24-8-9,Interior(1)24-8-9 to 34-4-12 zone;C-C for
No.3--4-5-10 members and forces&MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
BRACING
TOP CHORD Structural wood sheathing directly applied or 3) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
2-9-10 oc purlins,except requirements specific to the use of this truss component.
2-0-0 oc purlins(3-3-7 max.):4-5. 4) Provide adequate drainage to prevent water ponding.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc 5) All plates are MT20 plates unless otherwise indicated.
racing. 6) All plates are 3x4 MT20 unless otherwise indicated.
MiTek recommends that Stabilizers and 7) This truss has been designed for a 10.0 psf bottom
required cross bracing be installed during chord live load nonconcurrent with any other live loads.
truss erection,in accordance with Stabilizer 8) -This truss has been designed for a live load of 20.Opsf
Installation guide. on the bottom chord in all areas where a rectangle
REACTIONS (lb/size) 1=1874/0-8-1,(min.0-1-9), 3-06-00 tall by 2-00-00 wide will fit between the bottom
9=1874/0-9-4,(min.0-1-9) chord and any other members.
Max Horiz 1=-91(LC 17) 9) Provide mechanical connection(by others)of truss to
bearing plate capable of withstanding 898 lb uplift at joint
Max Uplift 1=-898(LC 8),9=-917(LC 9) 1 and 917 lb uplift at joint 9.
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 10)Graphical purlin representation does not depict the size
(lb)or less except when shown. or the orientation of the purlin along the top and/or
TOP CHORD 1-16=-6362/5456,2-16=-6284/5460, bottom chord.
2-17=-5867/5045,3-17=-5808/5051, LOAD CASE(S) Standard
3-4=-4670/4167,4-5=-4647/4156,
5-6=-4781/4190,6-7=-6143/5158,
7-8=-6232/5153,8-18=-6655/5625,
9-18=-6728/5620
BOT CHORD 1-15=-5253/6123,14-15=-4621/5370,
13-14=-3779/4509,12-13=-3779/4509,
11-12=-4722/5722,10-11=-4722/5722,
9-10=-5404/6504
WEBS 4-14=-462/615,4-12=-219/464,
5-12=-397/570,6-12=-1233/1151,
6-10=-200/495,8-10=-534/597,
2-15=-539/594,3-15=-228/461,
3-14=-1016/975
NOTES
1) Unbalanced roof live loads have been considered for this
design.
Job Truss Truss Type Qty Ply
2447615 A17 Roof Special 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:16 Page:1
I D:5f4M8id3l M DgUTaO3?PU7KybOHO-4dS_4DbmjEfnPvo_DWeiBPmZIVU05LpJbbNkOByYlbA
[ 7-5-9 13-10-2 17-11-0 25-3-0 33-4-12 [
7-5-9 6-4-8 4-0-14 7-4-1 8-1-12
MT20HS 4x10=
122.E
MT20HS 6x12=
2.99�2 4 5 3x4_
3x4c 5x6 WB o
Cy MT20HS 4x10, 3 16 6 7 MT20HS 3x12
°' 2 8
ce)
1 9
3-i 0-5-�
15 14 13 12 11 10
3x10= 2x4n 4x4= 5x6= 5x8= 2x4n MT20HS 6x12=
8x12= MT20HS 6x12= 3x10=
0-10-8 33-4-12
7-5-9 13-11-14 17-9-4 25-3-0 32-10-4
6-7-2 6-6-4 3-9-6 7-5-13 7-7-4
0-10-8 0-6-8
Scale=1:59.1
Plate Offsets(X,Y): [1:0-1-4,0-4-9],[4:0-8-0,0-2-8],[5:0-5-0,0-2-4],[6:0-3-0,Edge],[9:0-0-4,0-4-7]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.49 10-12 >806 240 MT20HS 187/143
TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.73 10-12 >542 180 MT20 244/190
BCLL 0.0* Rep Stress Incr YES WB 0.58 Horz(CT) 0.14 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:179 lb FT=20
LUMBER 2) Wind:ASCE 7-16;Vult=170mph(3-second gust)
TOP CHORD 2x4 SP M 31*Except*T2:2x4 SP No.2 Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
BOT CHORD 2x6 SP M 26 II;Exp D;Enclosed;MWFRS(envelope)and C-C
WEBS 2x4 SP No.3 Exterior(2E)0-4-0 to 4-4-0,Interior(1)4-4-0 to 13-10-2,
OTHERS 2x4 SP No.3 Exterior(2E)13-10-2 to 17-11-0,Exterior(2R)17-11-0 to
SLIDER Left 2x4 SP No.3--2-6-4,Right 2x4 SP No.3 23-6-14,Interior(1)23-6-14 to 33-0-12 zone;C-C for
--2-10-11 members and forces&MWFRS for reactions shown;
BRACING Lumber DOL=1.60 plate grip DOL=1.60
TOP CHORD Structural wood sheathing directly applied, 3) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
except requirements specific to the use of this truss component.
2-0-0 oc purlins(2-2-0 max.):4-5. 4) Provide adequate drainage to prevent water ponding.
BOT CHORD Rigid ceiling directly applied or 4-4-12 oc 5) All plates are MT20 plates unless otherwise indicated.
bracing. 6) This truss has been designed for a 10.0 psf bottom
WEBS 1 Row at mid t 3-14,7-12 chord live load nonconcurrent with any other live loads.
MiTek recommends that Stabilizers and 7) *This truss has been designed for a live load of 20.Opsf
required cross bracing be installed during on the bottom chord in all areas where a rectangle
truss erection,in accordance with Stabilizer 3-06-00 tall by 2-00-00 wide will fit between the bottom
Installation guide. chord and any other members.
REACTIONS (lb/size) 1=1800/0-8-1,(min.0-1-8), 8) Provide mechanical connection(by others)of truss to
bearing plate capable of withstanding 858 lb uplift at joint
9=1800/0-9-4,(min.0-1-8) 1 and 877 lb uplift at joint 9.
Max Horiz 1=-90(LC 13) 9) Graphical purlin representation does not depict the size
Max Uplift 1=-858(LC 8),9=-877(LC 9) or the orientation of the purlin along the top and/or
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 bottom chord.
(lb)or less except when shown. LOAD CASE(S) Standard
TOP CHORD 1-2=-5881/4988,2-3=-5796/4997,
3-16=-4451/3897,4-16=-4374/3908,
4-5=-4388/3911,5-6=-4471/3923,
6-7=-4546/3911,7-8=-6159/5146,
8-9=-6233/5135
BOT CHORD 1-15=-4786/5633,14-15=-4786/5633,
13-14=-3551/4267,12-13=-3551/4267,
11-12=-4926/6019,10-11=-4926/6019,
9-10=-4926/6019
WEBS 3-15=0/253,3-14=-1470/1297,
4-14=-369/536,4-12=-215/451,
5-12=-302/449,7-12=-1746/1492,
7-10=0/283
NOTES
1) Unbalanced roof live loads have been considered for this
design.
Job Truss Truss Type Qty Ply
2447615 A18 Roof Special 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:16 Page:1
I D:GVj4teYli WTXmY6Eikl4t3ybOH U-YpOM HZcOUXne03NBnE9xkclnounegj7TgF6HYeyYlb9
7-0-14 13-0-10 17-5-13 24-4-6 32-0-11
7-0-14 5-11-13 4-5-2 6-10-10 7-8-5
MT20HS 6x12= MT20HS 6x12=
2.991 2 4 _115 122.6
3x4 c T2
3x4 e
3x6c 316 17 6
v 3x6a
m 3x6� 215 7 3x6--
A
1 8
t5zLL-J0-5-�
14 13 12 11 10 9
3x8= 2x4 n 2x4 n 5x12=
5x12= MT20HS 4x10= MT20HS 3x8= 3x10=
4x4= 5x8=
0-10-8 32-0-11
7-0-14 13-2-6 17-4-1 24-4-6 31-6-3 ,
6-2-6 6-1-9 4-1-10 7-0-6 7-1-13
0-10-8 0-6-8
Scale=1:57.1
Plate Offsets(X,Y): [1:0-1-4,Edge],[4:0-2-12,0-3-0],[5:0-6-0,0-2-5],[8:0-2-4,Edge],[8:Edge,0-2-9]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.50 9-10 >746 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.77 9-10 >488 180 MT20HS 187/143
BCLL 0.0* Rep Stress Incr YES WB 0.96 Horz(CT) 0.20 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:149 lb FT=20
LUMBER 2) Wind:ASCE 7-16;Vult=170mph(3-second gust)
TOP CHORD 2x4 SP M 31*Except*T2:2x6 SP M 26 Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
BOT CHORD 2x4 SP M 31 11;Exp D;Enclosed;MWFRS(envelope)and C-C
WEBS 2x4 SP No.3 Exterior(2E)0-4-0 to 4-4-0,Interior(1)4-4-0 to 13-0-10,
SLIDER Left 2x4 SP No.3--3-0-2,Right 2x4 SP No.3 Exterior(2E)13-0-10 to 17-5-13,Exterior(2R)17-5-13 to
--3-5-6 23-1-11,Interior(1)23-1-11 to 31-8-11 zone;C-C for
BRACING members and forces&MWFRS for reactions shown;
60
TOP CHORD Structural wood sheathing directly applied or Lumber D 0 plate grip DOeer re
2-8-15 oc purlins,except 3) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
2-0-0 oc purlins(4-9-13 max.):4-5. requirements specific to the use of this truss component.
BOT CHORD Rigid ceiling directly applied or 3-6-15 oc 4) Provide adequate drainage to prevent water ponding.
bracing. 5) All plates are MT20 plates unless otherwise indicated.
WEBS 1 Row at mid t 6-10 6) This truss has been designed for a 10.0 psf bottom
MiTek recommends that Stabilizers and chord live load nonconcurrent with any other live loads.
required cross bracing be installed during 7) *This truss has been designed for a live load of 20.Opsf
truss erection,in accordance with Stabilizer on the bottom chord in all areas where a rectangle
Installation guide. 3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
REACTIONS (lb/size) 1=1726/0-8-1,(min.0-1-8),
8=1726/0-9-4,(min.0-1-8) 8) Provide mechanical connection(by others)of truss to
bearing plate capable of withstanding 826 lb uplift at joint
Max Horiz 1=-85(LC 13) 1 and 844 lb uplift at joint 8.
Max Uplift 1=-826(LC 8),8=-844(LC 9) 9) Graphical purlin representation does not depict the size
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 or the orientation of the purlin along the top and/or
(lb)or less except when shown. bottom chord.
TOP CHORD 1-2=-5455/4679,2-15=-5377/4684, LOAD CASE(S) Standard
3-15=-5376/4690,3-16=-4259/3768,
4-16=-4252/3780,4-5=-4236/3798,
5-17=-4312/3806,6-17=-4376/3796,
6-7=-5654/4796,7-8=-5777/4784
BOT CHORD 1-14=-4470/5218,13-14=-4470/5218,
12-13=-4470/5218,11-12=-3442/4095,
10-11=-3442/4095,9-10=-4569/5557,
8-9=-4569/5557
WEBS 3-14=0/268,3-12=-1242/1083,
4-12=-288/451,4-10=-240/464,
5-10=-233/378,6-10=-1450/1224,6-9=0/295
NOTES
1) Unbalanced roof live loads have been considered for this
design.
Job Truss Truss Type Qty Ply
2447615 A19 Roof Special 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:16 Page:1
I D:Gh8pACxJjr2m8jjRDWt7JJybOIH-YpOMHZcOUXneO3N BnE9xkclrDunpgmOTgF6HYeyYlb9
6-0-13 11-0-9 18-5-7 24-2-3 30-8-10
6-0-13 4-11-12 7-4-14 5-8-12 6-6-7
12 MT20HS 6x12= MT20HS 6x12= 12
2.99 F 4 5 12.6
3x4 T2 3x4,
3x10e 15 3 6 MT20HS3x12
0
2 14 18 7
ch 1 1 8
0-3 0-5-DZ-
13 12 11 10 9
3x8= 2x4n 4x4= MT20HS 4x10= 4x8= 2x4n 5x12=
5x12= 3x10=
0-10-8 30-8-10
6-0-13 11-2-5 18-3-11 24-2-3 30-2-2
5-2-5 5-1-8 7-1-6 5-10-8 5-11-15
0-10-8 0-6-8
Scale=1:55.1
Plate Offsets(X,Y): [1:0-1-4,Edge],[4:0-3-0,0-3-4],[5:0-6-0,0-2-5],[8:0-2-4,Edge],[8:1-4-0,0-1-8]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.49 9-10 >747 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.71 10-12 >514 180 MT20HS 187/143
BCLL 0.0* Rep Stress Incr YES WB 0.75 Horz(CT) 0.18 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:144 lb FT=20
LUMBER 2) Wind:ASCE 7-16;Vult=170mph(3-second gust)
TOP CHORD 2x4 SP M 31*Except*T2:2x6 SP M 26 Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
BOT CHORD 2x4 SP M 31 11;Exp D;Enclosed;MWFRS(envelope)and C-C
WEBS 2x4 SP No.3 Exterior(2E)0-4-0 to 4-4-0,Interior(1)4-4-0 to 11-0-9,
SLIDER Left 2x4 SP No.3--2-5-14,Right 2x4 SP Exterior(2R)11-0-9 to 16-8-7,Interior(1)16-8-7 to
No.3--2-10-4 18-5-7,Exterior(2R)18-5-7 to 24-2-3,Interior(1)24-2-3
BRACING to 30-7-0 zone;C-C for members and forces&MWFRS
TOP CHORD Structural wood sheathing directly applied or for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3-1-3 oc purlins,except 3) Building Designer/Project engineer responsible for
2-0-0 oc purlins(4-4-9 max.):4-5. verifying applied roof live load shown covers rain loading
BOT CHORD Rigid ceiling directly applied or 3-5-12 oc requirements specific to the use of this truss component.
racing. 4) Provide adequate drainage to prevent water ponding.
MiTek recommends that Stabilizers and 5) All plates are MT20 plates unless otherwise indicated.
required cross bracing be installed during 6) This truss has been designed for a 10.0 psf bottom
truss erection,in accordance with Stabilizer chord live load nonconcurrent with any other live loads.
Installation guide. 7) *This truss has been designed for a live load of 20.Opsf
REACTIONS (lb/size) 1=1664/0-8-1,(min.0-1-8), on the bottom chord in all areas where a rectangle
8=1664/0-9-4,(min.0-1-8) 3-06-00 tall by 2-00-00 wide will fit between the bottom
Max Horiz 1=-72(LC 13) chord and any other members.
Max Uplift 1=-812(LC 8),8=-826(LC 9) 8) Provide mechanical connection(by others)of truss to
bearing plate capable of withstanding 812 lb uplift at joint
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 1 and 826 lb uplift at joint 8.
(lb)or less except when shown. 9) Graphical purlin representation does not depict the size
TOP CHORD 1-2=-5270/4606,2-14=-5194/4611, or the orientation of the purlin along the top and/or
14-15=-5189/4612,3-15=-5166/4615, bottom chord.
3-4=-4441/3957,4-16=-4518/4134, LOAD CASE(S) Standard
16-17=-4518/4134,5-17=-4518/4134,
5-6=-4647/4144,6-18=-5619/4969,
7-18=-5627/4965,7-8=-5700/4959
BOT CHORD 1-13=-4403/5040,12-13=-4403/5040,
11-12=-3655/4291,10-11=-3655/4291,
9-1 0=-4751/5492,8-9=-4751/5492
WEBS 3-12=-850/793,4-12=-206/404,
4-10=-294/582,5-10=-149/386,
6-10=-1077/951
NOTES
1) Unbalanced roof live loads have been considered for this
design.
Job Truss Truss Type Qty Ply
2447615 A20 Roof Special 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:16 Page:1
I D:z4hk8?eFNTOAG 1 tgpUSVLFybOlf-YpOM HZcOUXneO3NBnE9xkclkqukWgokTgF6HYeyYlb9
5-0-12 9-0-7 14-2-13 19-5-2 24-0-0 29-4-10
5-0-12 3-11-11 5-2-5 5-2-5 4-6-14 5-4-9
2 99�2 MT20HS 4x10= 3x8= MT20HS 4x10= 122.6
3 14 15 5 8x10n
10x12n 2x4. 2x4-
132
12 16 8x12n 6
m
N 1 W1 HW2 7
0-3-1 0-5Z�
11 10 9 8
3x10= 4x8= 2x4 n 4x8= 5x12_
MT20HS 4x10=
0-10-8 29-4-10
9-2-3 14-2-13 19-3-6 28-10-2
8-3-12 5-0-9 5-0-9 9-6-12
0-10-8 0-6-8
Scale=1:53.2
Plate Offsets(X,Y): [1:0-1-8,Edge],[1:0-3-8,Edge],[7:Edge,0-1-6],[7:0-3-8,Edge],[7:0-3-8,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.55 8-10 >629 240 MT20HS 187/143
TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.78 8-10 >445 180 MT20 244/190
BCLL 0.0* Rep Stress Incr YES WB 0.60 Horz(CT) 0.18 7 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:143 lb FT=20
LUMBER 2) Wind:ASCE 7-16;Vult=170mph(3-second gust)
TOP CHORD 2x4 SP M 31 Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
BOT CHORD 2x4 SP M 31 11;Exp D;Enclosed;MWFRS(envelope)and C-C
WEBS 2x4 SP No.3 Exterior(2E)0-4-0 to 4-4-0,Interior(1)4-4-0 to 9-0-7,
WEDGE Left:2x8 SP 240OF 2.0E Exterior(2R)9-0-7 to 14-8-5,Interior(1)14-8-5 to 19-5-2,
Right:2x8 SP 240OF 2.0E Exterior(2R)19-5-2 to 25-1-0,Interior(1)25-1-0 to
BRACING 29-3-0 zone;C-C for members and forces&MWFRS for
TOP CHORD Structural wood sheathing directly applied or reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3-0-0 oc purlins,except
2-0-0 oc purlins(3-4-10 max.):3-5. 3) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
BOT CHORD Rigid ceiling directly applied or 3-5-13 oc requirements specific to the use of this truss component.
racing. 4) Provide adequate drainage to prevent water ponding.
MiTek recommends that Stabilizers and 5) All plates are MT20 plates unless otherwise indicated.
required cross bracing be installed during 6) This truss has been designed for a 10.0 psf bottom
truss erection,in accordance with Stabilizer chord live load nonconcurrent with any other live loads.
Installation guide. 7) *This truss has been designed for a live load of 20.Opsf
REACTIONS (lb/size) 1=1590/0-8-1,(min.0-1-8), on the bottom chord in all areas where a rectangle
7=1590/0-9-4,(min.0-1-8) 3-06-00 tall by 2-00-00 wide will fit between the bottom
Max Horiz 1=-60(LC 13) chord and any other members.
Max Uplift 1=-791 (LC 8),7=-801 (LC 9) 8) Provide mechanical connection(by others)of truss to
bearing plate capable of withstanding 801 lb uplift at joint
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 7 and 791 lb uplift at joint 1.
(lb)or less except when shown. 9) Graphical purlin representation does not depict the size
TOP CHORD 1-12=-5060/4560,12-13=-4998/4564, or the orientation of the purlin along the top and/or
2-13=-4965/4565,2-3=-4492/3886, bottom chord.
3-14=-4358/3864,4-14=-4358/3864, LOAD CASE(S) Standard
4-15=-4646/4105,5-15=-4646/4105,
5-6=-4764/4114,6-16=-5388/4941,
7-16=-5467/4936
BOT CHORD 1-11=-4367/4842,10-11=-4357/5099,
9-10=-4357/5099,8-9=-4357/5099,
7-8=-4736/5271
WEBS 2-11=-574/792,3-11=-484/657,
4-11=-1019/834,4-8=-761/586,
5-8=-380/558,6-8=-711/933
NOTES
1) Unbalanced roof live loads have been considered for this
design.
Job Truss Truss Type Qty Ply
2447615 A21 Roof Special Girder 1 2
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:16 Page:1
ID:EdDPfOrMmVwx2XjQnToKTXybOMG-YpOMHZcOUXne03N BnE9xkclq_uphgpDTgF6HYeyYlb9
4-4-0 6-10-14 11-5-10 15-10-11 20-5-8 23-5-1 28-0-9
4-4-0 2-6-14 4-6-13 4-5-1 4-6-13 2-11-9 4-7-8
6x8= 2x4n 5x8= 6x8= 122.6
2.99 F2 3x4-- 3 7 4 5A8 9 5 2 6 3x4>
I8ao 0 2 7
2 8
V::�
2
0 0 15 14 22 2313 1224 25 1126 27 10 9 LAI
6x8, 2x4n 4x4= 5x8= 2x4n 5x8= 2Au 6x8,
MT20HS 6x12=
0-10-6 28-0-9
4-4-0 7-0-10 11-5-10 15-10-11 20-3-12 23-5-1 27-5-8
3-5-9 2-8-10 4-5-1 4-5-1 4-5-1 3-1-5 4-0-7
0-10-6 0-7-1
Scale=1:56.8
Plate Offsets(X,Y): [3:0-5-4,0-3-0]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.46 11-13 >676 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.67 11-13 >462 180 MT20HS 187/143
BCLL 0.0' Rep Stress Incr NO WB 0.57 Horz(CT) 0.10 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:330 lb FT=20%
LUMBER 2) 2-ply truss to be connected together with 10d(0.131"x3") 13)Hanger(s)or other connection device(s)shall be
TOP CHORD 2x6 SP No.2 nails as follows: provided sufficient to support concentrated load(s)327 lb
BOT CHORD 2x6 SP M 26 Top chords connected as follows:2x6-3 rows staggered down and 268 lb up at 6-10-14,202 lb down and 185 lb
WEBS 2x4 SP No.3 at 0-2-0 oc. up at 8-11-12,202 lb down and 185 lb up at 10-11-12,
BRACING Bottom chords connected as follows:2x6-2 rows 202 lb down and 185 lb up at 12-11-12,202 lb down and
TOP CHORD Structural wood sheathing directly applied or staggered at 0-9-0 oc. 185 lb up at 14-11-12,202 lb down and 185 lb up at
4-6-1 Structural
purlins,except Web connected as follows:2x4-1 row at 0-9-0 oc. 16-4-5,and 202 lb down and 185 lb up at 18-4-5,and
2-6 oc purlins(3-11-13 max.):3-6. 3) All loads are considered equally applied to all plies, 323 lb down and 261 lb up at 20-5-8 on top chord,and
-0
BOT CHORD Rigid ceiling directly applied 8--6. oc except if noted as front(F)or back(B)face in the LOAD 470 lb down and 226 lb up at 6-10-14,90 lb down at
bracing. CASE(S)section.Ply to ply connections have been 8-11-12,90 lb down at 10-11-12,90 lb down at
provided to distribute only loads noted as(F)or(B), 12-11-12,90 lb down at 14-11-12,90 lb down at 16-4-5,
REACTIONS (lb/size) 1=2922/0-8-1,(min.0-1-8), unless otherwise indicated. and 90 lb down at 18-4-5,and 413 lb down and 191 lb
8=2803/0-9-4,(min.0-1-8) 4) Unbalanced roof live loads have been considered for this up at 20-4-5 on bottom chord. The design/selection of
Max Horiz 1=42(LC 8) design. such connection device(s)is the responsibility of others.
Max Uplift 1=-1614(LC 4),8=-1547(LC 5) 5) Wind:ASCE 7-16;Vult=170mph(3-second gust) LOAD CASE(S) Standard
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat. 1) Dead+Roof Live(balanced):Lumber Increase=1.25,
(lb)or less except when shown. 11;Exp D;Enclosed;MWFRS(envelope);Lumber Plate Increase=1.25
DOL=1.60 plate grip DOL=1.60 Uniform Loads Ib/ft
TOP CHORD 1-2=-8405/4647,2-3=-9853/5492, ( )
3-16=-12394/6908,16-17=-12394/6908, 6) Building Designer/Project engineer responsible for Vert:1-3=-90,3-6=-90,6-8=-90,1-8=-20
4-17=-12394/6908,4-18=-12394/6908, verifying applied roof live load shown covers rain loading Concentrated Loads(lb)
18-19=-12394/6908,5-19=-12394/6908 requirements specific to the use of this truss component. Vert:3=-258,6=-261,14=-470,10=-413,16=-202,
5-20=-10345/5789,20-21=-1 0345/5789: 7) Provide adequate drainage to prevent water ponding. 17=-202,18=-202,19=-202,20=-202,21=-202,
6-21=-10345/5789,6-7=-10453/5824, 8) All plates are MT20 plates unless otherwise indicated. 22=-45,23=-45,24=-45,25=-45,26=-45,27=-45
7-8=-9202/5089 9) This truss has been designed for a 10.0 psf bottom
BOT CHORD 1-15=-4430/7983,14-15=-4430/7983, chord live load nonconcurrent with any other live loads.
14-22=-5312/9624,22-23=-5312/9624, 10)`This truss has been designed for a live load of 20.Opsf
13-23=-5312/9624,12-13=-7134/12950, on the bottom chord in all areas where a rectangle
12-24=-7134/12950,24-25=-7134/12950, 3-06-00 tall by 2-00-00 wide will fit between the bottom
11-25=-7134/12950,11-26=-7134/12950, chord and any other members.
26-27=-7134/12950,10-27=-7134/12950, 11)Provide mechanical connection(by others)of truss to
9-10=-4876/8851,8-9=-4876/8851 bearing plate capable of withstanding 1614 lb uplift at
WEBS 2-15=-466/298,2-14=-1006/1889, joint 1 and 1547 lb uplift at joint 8.
3-14=-150/505,3-13=-1673/3017, 12)Graphical purlin representation does not depict the size
4-13=-775/601,5-13=-651/362,5-11=0/4061 or the orientation of the purlin along the top and/or
5-10=-2887/1621,6-10=-607/1312, bottom chord.
7-10=-891/1697,7-9=-352/244
NOTES
1) Special connection required to distribute top chord loads
equally between all plies.
Job Truss Truss Type Qty Ply
2447615 CA Corner Jack 2 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:17 Page:1
ID:I?MM_F786YfLMb21 Bjo?UbyYnjL-OOakVudOFrvVeDyNKxgAGgr5glF9ZOMc3vsr54yYlb8
LO
2.99 12
2
0-7-1 0-3-Ut:: 1 0-7-1
3x4=
1-3-15
0-10-7
0-10-7
0-5-8
Scale=1:34.8
Plate Offsets(X,Y): [1:0-5-8,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.00 3 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.01 3 >999 180
BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(CT) n/a - n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:4 Ib FT=20
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
1-3-15 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
racing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=70/0-5-8,(min.0-1-8),2=70/
Mechanical,(min.0-1-8)
Max Horiz 1=25(LC 8)
Max Uplift 1=-33(LC 8),2=-40(LC 8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C Corner
(3)zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) `This truss has been designed for a live load of 20.Opsf
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.
5) Refer to girder(s)for truss to truss connections.
6) Provide mechanical connection(by others)of truss to
bearing plate capable of withstanding 40 lb uplift atjoint
2 and 33 lb uplift at joint 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
2447615 CAB Corner Jack 2 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:17 Page:1
ID:PJ4uVM HgH EAeoRzLuE?pz6yYnj9-OOakVudOFrvVeDyNKxgAGgr41 I FrZOMc3vsr54yYlb8
2.99�2
2
T
0-8-1JT� 1 0-8-10
0-3-14
a e
e a
3x4=
N
Scale=1:28.6
Plate Offsets(X,Y): [1:0-5-8,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.01 3 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.02 3 >999 180
BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(CT) n/a - n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:5 lb FT=20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
1-7-2 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
racing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=83/0-8-11,(min.0-1-8),2=83/
Mechanical,(min.0-1-8)
Max Horiz 1=30(LC 8)
Max Uplift 1=-39(LC 8),2=-47(LC 8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C Corner
(3)zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) `This truss has been designed for a live load of 20.Opsf
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.
5) Refer to girder(s)for truss to truss connections.
6) Provide mechanical connection(by others)of truss to
bearing plate capable of withstanding 39 lb uplift atjoint
1 and 47 lb uplift at joint 2.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
2447615 CAC Corner Jack 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:17 Page:1
ID:DTS9mPLRt4wnW MQVEV6DCNyYnj3-OOakVudOFrvVeDyN KxgAGgr3elEEZOMc3vsr54yYlb8
uO
2.6 r2
2
0- 11 1 0- 11
0-3-14
e a
e a
3x4=
L9
0
Scale=1:28.6
Plate Offsets(X,Y): [1:0-6-11,0-0-4]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.01 3 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.03 3 >703 180
BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(CT) n/a - n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:6 lb FT=20
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
1-10-5 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
racing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=97/0-1 0-10,(min.0-1-8),2=97/
Mechanical,(min.0-1-8)
Max Horiz 1=31 (LC 8)
Max Uplift 1=-47(LC 8),2=-54(LC 8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C Corner
(3)zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) `This truss has been designed for a live load of 20.Opsf
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.
5) Refer to girder(s)for truss to truss connections.
6) Provide mechanical connection(by others)of truss to
bearing plate capable of withstanding 47 lb uplift atjoint
1 and 54 lb uplift at joint 2.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
2447615 CJ3 Corner Jack 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:17 Page:1
I D:2dpQ1 SQCSwgxEHufblDdSeyYniz-OOakVudOFrvVeDyN KxgAGgr_al FrZOMc3vsr54yYlb8
3-1-14
3 F2
ST1.5x8 STP
2
[- 5 1 E- 5
0-3-1� Bi
a 3
a e
3x4=
10-8 3-1-14
0-10- 2-3-6
Scale=1:33.6
Plate Offsets(X,Y): [1:0-5-8,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.00 1-3 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 1-3 >999 180
BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(CT) n/a - n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:10 lb FT=20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-1-14 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
racing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=152/0-8-0,(min.0-1-8),2=124/
Mechanical,(min.0-1-8),3=28/
Mechanical,(min.0-1-8)
Max Horiz 1=57(LC 8)
Max Uplift 1=-71(LC 8),2=-96(LC 8)
Max Grav 1=152(LC 1),2=124(LC 1),3=55
(LC 3)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C
Exterior(2E)zone;C-C for members and forces&
MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
2) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) 'This truss has been designed for a live load of 20.Opsf
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.
5) Refer to girder(s)for truss to truss connections.
6) Provide mechanical connection(by others)of truss to
bearing plate capable of withstanding 71 lb uplift at joint
1 and 96 lb uplift at joint 2.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
2447615 CJ3A Corner Jack 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:17 Page:1
ID:tnAiH W Vz2mR4yCLoxOK1 hvyYnit-OOakVudOFrvVeDyN KxgAGgr1 vl5AZOMc3vsr54yYlb8
2-7-9
2.99 F2
7x8 c
2
0-11-12 1 0-11-12
0-3-1 3
str
a s
3x4=
10-8 2-7-9
0-10- 1-9-2
Scale=1:33.4
Plate Offsets(X,Y): [1:0-5-8,Edge],[2:1-11-4,0-2-12]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.00 1-3 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) 0.00 1-3 >999 180
BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(CT) n/a - n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:9 lb FT=20%
LUMBER 7) Refer to girder(s)for truss to truss connections.
TOP CHORD 2x4 SP No.2 8) Provide mechanical connection(by others)of truss to
BOT CHORD 2x4 SP No.2 bearing plate capable of withstanding 55 lb uplift atjoint
WEBS 2x4 SP No.3 1 and 75 lb uplift at joint 2.
BRACING 9) Gap between inside of top chord bearing and first
TOP CHORD Structural wood sheathing directly applied or diagonal or vertical web shall not exceed 0.500in.
2-7-9 oc purlins, except end verticals. LOAD CASE(S) Standard
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
racing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=118/0-8-1,(min.0-1-8),2=97/
Mechanical,(min.0-1-8),3=22/
Mechanical,(min.0-1-8)
Max Horiz 1=46(LC 8)
Max Uplift 1=-55(LC 8),2=-75(LC 8)
Max Grav 1=118(LC 1),2=97(LC 1),3=43
(LC 3)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C Corner
(3)zone;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 perANSI/TPI 1.
3) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
4) Gable studs spaced at 1-4-0 oc.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) 'This truss has been designed for a live load of 20.Opsf
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.
Job Truss Truss Type Qty Ply
2447615 CJ3B Corner Jack 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:17 Page:1
I D:ixXzYZZkdcBEg7oyl H RRxAyYnin-OOakVudOFrvVeDyNKxgAGgr081GKZOMc3vsr54yYlb8
2-9-2
3 F2
ST1.5x8 STP
Bi
o- 3
a e
3x4=
10-8 2-9-2
0-10- 1-10-10
Scale=1:33.2
Plate Offsets(X,Y): [1:0-5-8,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.00 1-3 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 1-3 >999 180
BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(CT) n/a - n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:8 lb FT=20
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-9-2 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
racing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=130/0-8-0,(min.0-1-8),2=106/
Mechanical,(min.0-1-8),3=24/
Mechanical,(min.0-1-8)
Max Horiz 1=50(LC 8)
Max Uplift 1=-60(LC 8),2=-82(LC 8)
Max Grav 1=130(LC 1),2=106(LC 1),3=47
(LC 3)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
II;Exp D;Enclosed;MWFRS(envelope)and C-C
Exterior(2E)zone;C-C for members and forces&
MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
2) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) 'This truss has been designed for a live load of 20.Opsf
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.
5) Refer to girder(s)for truss to truss connections.
6) Provide mechanical connection(by others)of truss to
bearing plate capable of withstanding 60 lb uplift at joint
1 and 82 lb uplift at joint 2.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
2447615 CJ3C Corner Jack 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:17 Page:1
I D:X4uEoceUDSyNO2G6eXYrBRyYnih-OOakVudOFrvVeDyNKxgAGgr?MI F9ZOMc3vsr54yYlb8
2-11-3
2.99 F2
2
1- 10 1 1- 10
0-3-1�
a � 3
a e
3x4=
10-8 2-11-3
0-10- 2-0-12
Scale=1:30.7
Plate Offsets(X,Y): [1:0-5-8,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.00 1-3 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 1-3 >999 180
BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(CT) n/a - n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:9 lb FT=20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-11-3 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
racing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=140/0-8-1,(min.0-1-8),2=114/
Mechanical,(min.0-1-8),3=25/
Mechanical,(min.0-1-8)
Max Horiz 1=53(LC 8)
Max Uplift 1=-65(LC 8),2=-88(LC 8)
Max Grav 1=140(LC 1),2=114(LC 1),3=51
(LC 3)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
II;Exp D;Enclosed;MWFRS(envelope)and C-C Corner
(3)zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) 'This truss has been designed for a live load of 20.Opsf
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.
5) Refer to girder(s)for truss to truss connections.
6) Provide mechanical connection(by others)of truss to
bearing plate capable of withstanding 65 lb uplift at joint
1 and 88 lb uplift at joint 2.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
2447615 CJ3D Corner Jack 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:17 Page:1
I D:pRptG?j uabq Ok71 SYVAUzwyYn ia-00akVu d 0 FrvVe DyN KxgAGq r2rl7QZOMc3vsr54yYl b8
2-4-15
312
7xa
ST1.5x8 STP
2
0-11 1 W1 3 0-111
0-3-
e
e e
3x4=
0-10-8
2-4-15
1-6-7
0-10-8
Scale=1:39
Plate Offsets(X,Y): [1:0-5-8,Edge],[2:1-8-15,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.00 1-3 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(CT) 0.00 1-3 >999 180
BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(CT) n/a - n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:8 lb FT=20
LUMBER 7) Refer to girder(s)for truss to truss connections.
TOP CHORD 2x4 SP No.2 8) Provide mechanical connection(by others)of truss to
BOT CHORD 2x4 SP No.2 bearing plate capable of withstanding 49 lb uplift atjoint
WEBS 2x4 SP No.3 1 and 68 lb uplift at joint 2.
BRACING 9) Gap between inside of top chord bearing and first
TOP CHORD Structural wood sheathing directly applied or diagonal or vertical web shall not exceed 0.500in.
2-4-15 oc purlins, except end verticals. LOAD CASE(S) Standard
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
racing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=106/0-8-0,(min.0-1-8),2=87/
Mechanical,(min.0-1-8),3=19/
Mechanical,(min.0-1-8)
Max Horiz 1=42(LC 8)
Max Uplift 1=-49(LC 8),2=-68(LC 8)
Max Grav 1=1 06(LC 1),2=87(LC 1),3=39
(LC 3)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C
Exterior(2E)zone;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 perANSI/TPI 1.
3) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
4) Gable studs spaced at 1-4-0 oc.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) 'This truss has been designed for a live load of 20.Opsf
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.
Job Truss Truss Type Qty Ply
2447615 CJ3E Corner Jack 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:17 Page:1
I D:XMQfNQr9Dg5zxg3N8cLgN l yYniQ-OOakVudOFrvVeDyN KxgAGgr_olFhZOMc3vsr54yYlb8
3-4-3
3 F2
ST1.5x8 STP 2
1-1 15 � 1 1-1 15
0-3-14 ,�`
a 3
ate
3x4=
10-8 3-4-3
0-10- 2-5-11
Scale=1:32.6
Plate Offsets(X,Y): [1:0-5-8,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.00 1-3 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 1-3 >999 180
BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(CT) n/a - n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:10 lb FT=20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-4-3 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
racing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=162/0-8-0,(min.0-1-8),2=133/
Mechanical,(min.0-1-8),3=30/
Mechanical,(min.0-1-8)
Max Horiz 1=61 (LC 8)
Max Uplift 1=-76(LC 8),2=-102(LC 8)
Max Grav 1=162(LC 1),2=133(LC 1),3=59
(LC 3)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C
Exterior(2E)zone;C-C for members and forces&
MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
2) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) 'This truss has been designed for a live load of 20.Opsf
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.
5) Refer to girder(s)for truss to truss connections.
6) Provide mechanical connection(by others)of truss to
bearing plate capable of withstanding 76 lb uplift at joint
1 and 102 lb uplift at joint 2.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
2447615 CJ3F Corner Jack 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:18 Page:1
ID:Iuvh29xAK75quugvcHVihjyYnil-VC87iEee091 MGNWZufCPp1 O9OiaOlrcmlYbOdWyYlb7
2-11-9
12
2.6 r
2
T
1
0-5-0
� c � 3
6 g
3x4=
0-6-8
2-11-9
2-5-1
0-6-8
Scale=1:25.5
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.00 1-3 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 1-3 >999 180
BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(CT) n/a - n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:9 lb FT=20%
LUMBER 8) Provide mechanical connection(by others)of truss to
TOP CHORD 2x4 SP No.2 bearing plate capable of withstanding 66 lb uplift atjoint
BOT CHORD 2x4 SP No.2 1 and 89 lb uplift at joint 2.
BRACING LOAD CASE(S) Standard
TOP CHORD Structural wood sheathing directly applied or
2-11-9 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
racing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=141/0-9-4,(min.0-1-8),2=116/
Mechanical,(min.0-1-8),3=26/
Mechanical,(min.0-1-8)
Max Horiz 1=54(LC 8)
Max Uplift 1=-66(LC 8),2=-89(LC 8)
Max Grav 1=141 (LC 1),2=116(LC 1),3=51
(LC 3)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C Corner
(3)zone;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 perANSI/TPI 1.
3) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
4) Gable studs spaced at 1-4-0 oc.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) 'This truss has been designed for a live load of 20.Opsf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
7) Refer to girder(s)for truss to truss connections.
Job Truss Truss Type Qty Ply
2447615 CA Corner Jack 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:18 Page:1
ID:3ROiku2BSb6is7HS4zebOPyYniA-VC87iEeeO91 MGNWZufCPp107flZ81rcmlYbOdWyYlb7
3-11-0
12
3r
2
T
1- 10 1 1- 10
0-3-14
3
a �
U4=
0-10-8 3-11-0
0-10-8 3-0-8
Scale=1:26.5
Plate Offsets(X,Y): [1:0-5-8,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.01 1-3 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.02 1-3 >999 180
BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(CT) n/a - n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:12 lb FT=20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP 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
racing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=194/0-8-0,(min.0-1-8),2=158/
Mechanical,(min.0-1-8),3=35/
Mechanical,(min.0-1-8)
Max Horiz 1=71 (LC 8)
Max Uplift 1=-91(LC 8),2=-122(LC 8)
Max Grav 1=194(LC 1),2=158(LC 1),3=70
(LC 3)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C
Exterior(2E)zone;C-C for members and forces&
MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
2) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) 'This truss has been designed for a live load of 20.Opsf
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.
5) Refer to girder(s)for truss to truss connections.
6) Provide mechanical connection(by others)of truss to
bearing plate capable of withstanding 91 lb uplift at joint
1 and 122 lb uplift at joint 2.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
2447615 CAB Corner Jack 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:18 Page:1
ID:POBbnc5KG7k_yuAPsWDmjSyYni5-VC87iEee091 MGNWZufCPp1 O4Y ZglrcmlYbOdWyYlb7
4-2-4
2.612
2
T
1- 12 1 1- 12
0-3-14
3
c a
3x4=
0-11-11 4-2-4
0-11-11 3-2-9
Scale=1:26.4
Plate Offsets(X,Y): [1:0-6-11,0-0-4]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.01 1-3 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.03 1-3 >999 180
BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(CT) n/a - n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:13 lb FT=20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-2-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
racing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=209/0-9-4,(min.0-1-8),2=171/
Mechanical,(min.0-1-8),3=38/
Mechanical,(min.0-1-8)
Max Horiz 1=66(LC 8)
Max Uplift 1=-101 (LC 8),2=-128(LC 8)
Max Grav 1=209(LC 1),2=171 (LC 1),3=76
(LC 3)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C Corner
(3)zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) 'This truss has been designed for a live load of 20.Opsf
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.
5) Refer to girder(s)for truss to truss connections.
6) Provide mechanical connection(by others)of truss to
bearing plate capable of withstanding 101 lb uplift at joint
1 and 128 lb uplift at joint 2.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
2447615 CJ5 Corner Jack 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:18 Page:1
ID:mM?UgJ9T5fMH2f2Nf3pxQWy IYniO-VC87iEee091 MGNWZufCPp1 OAGiXRlrcmlYbOdWyYlb7
4-11-13
312
4 2
ST1.5x8 STP
T
1- 13 1 1- 13
0-3-14
3
s a
4x6=
10-8 4-11-13
0-10- 4-1-5
Scale=1:28
Plate Offsets(X,Y): [1:0-3-8,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.03 1-3 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 1-3 >999 180
BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:15 lb FT=20%
LUMBER
TOP CHORD 2x4 SP M 31
BOT CHORD 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-11-13 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
racing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=252/0-8-0,(min.0-1-8),2=206/
Mechanical,(min.0-1-8),3=46/
Mechanical,(min.0-1-8)
Max Horiz 1=90(LC 8)
Max Uplift 1=-119(LC 8),2=-158(LC 8)
Max Grav 1=252(LC 1),2=206(LC 1),3=92
(LC 3)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C
Exterior(2E)0-4-0 to 4-4-0,Interior(1)4-4-0 to 4-11-1
zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) 'This truss has been designed for a live load of 20.Opsf
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.
5) Refer to girder(s)for truss to truss connections.
6) Provide mechanical connection(by others)of truss to
bearing plate capable of withstanding 119 lb uplift at joint
1 and 158 lb uplift at joint 2.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
2447615 CJSA Corner Jack 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:18 Page:1
ID:7JoNt1 DbwC?a9RxKScP67ZyYnhx-VC87iEee091 MGN WZufCPp1 O4?iY3lrcmlYbOdWyYlb7
4-7-11 i
12
2.99 r
2
T
1- 12 1 1- 12
0-3-14 ,I'
6 s 3
s s
4x6=
10-8 4-7-11
0-10-8 3-9-4
Scale=1:26.9
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.02 1-3 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.04 1-3 >999 180
BCLL 0.0* Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:14 lb FT=20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-2-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
racing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=234/0-8-1,(min.0-1-8),2=191/
Mechanical,(min.0-1-8),3=42/
Mechanical,(min.0-1-8)
Max Horiz 1=84(LC 8)
Max Uplift 1=-110(LC 8),2=-146(LC 8)
Max Grav 1=234(LC 1),2=191 (LC 1),3=85
(LC 3)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C Corner
(3)zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) *This truss has been designed for a live load of 20.Opsf
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.
5) Refer to girder(s)for truss to truss connections.
6) Provide mechanical connection(by others)of truss to
bearing plate capable of withstanding 110 lb uplift at joint
1 and 146 lb uplift at joint 2.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
2447615 CJ5B Corner Jack 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:18 Page:1
ID:THbGwkHkkkdsFCpIFA?HgdyYnhs-VC87iEee091 MGNWZufCPp1 OA6iXGlrcmlYbOdWyYlb7
5-0-14
312
2
4
ST1.5x8 STP
T
0-3-14
s s
3
4x6=
10-8 5-0-14
0-10- 4-2-6
Scale=1:28
Plate Offsets(X,Y): [1:0-3-8,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.03 1-3 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.06 1-3 >984 180
BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:15 lb FT=20%
LUMBER
TOP CHORD 2x4 SP M 31
BOT CHORD 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-0-14 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
racing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=257/0-8-0,(min.0-1-8),2=210/
Mechanical,(min.0-1-8),3=47/
Mechanical,(min.0-1-8)
Max Horiz 1=92(LC 8)
Max Uplift 1=-122(LC 8),2=-161 (LC 8)
Max Grav 1=257(LC 1),2=210(LC 1),3=94
(LC 3)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C
Exterior(2E)0-4-0 to 4-4-0,Interior(1)4-4-0 to 5-0-2
zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) 'This truss has been designed for a live load of 20.Opsf
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.
5) Refer to girder(s)for truss to truss connections.
6) Provide mechanical connection(by others)of truss to
bearing plate capable of withstanding 122 lb uplift at joint
1 and 161 lb uplift at joint 2.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
2447615 CJSC Corner Jack 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:18 Page:1
ID:gFP9zSL1ZGF9MzhFljaSXgyYnhn-VC87iEee091 MGNWZufCPpl OAGiYalrcmlYbOdWyYlb7
4-11-5
12
2.99 r
2
T
1- 10 1 1- 10
0-3-14
3
c �
4x6=
10-8 4-11-5
0-10-8 4-0-13
Scale=1:27
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.03 1-3 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.05 1-3 >999 180
BCLL 0.0* Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:15 lb FT=20%
LUMBER
TOP CHORD 2x4 SP M 31
BOT CHORD 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-11-5 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
racing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=250/0-8-1,(min.0-1-8),2=205/
Mechanical,(min.0-1-8),3=45/
Mechanical,(min.0-1-8)
Max Horiz 1=89(LC 8)
Max Uplift 1=-118(LC 8),2=-156(LC 8)
Max Grav 1=250(LC 1),2=205(LC 1),3=91
(LC 3)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C Corner
(3)zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) *This truss has been designed for a live load of 20.Opsf
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.
5) Refer to girder(s)for truss to truss connections.
6) Provide mechanical connection(by others)of truss to
bearing plate capable of withstanding 118 lb uplift at joint
1 and 156 lb uplift at joint 2.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
2447615 CJSD Corner Jack 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:18 Page:1
ID:!OegppONdVmaga?1 GZfOhWyYnhj-VC87iEee091 MGNWZufCPp1 O4KiYDlrcmlYbOdWyYlb7
4-7-4
312
2
ST1.5x8 STP
T
0-3-14
3
4x4=
10-8 4-7-4
0-10- 3-8-12
Scale=1:27.9
Plate Offsets(X,Y): [1:0-5-8,0-0-4]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.02 1-3 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.04 1-3 >999 180
BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:14 lb FT=20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-2-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
racing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=231/0-8-0,(min.0-1-8),2=189/
Mechanical,(min.0-1-8),3=42/
Mechanical,(min.0-1-8)
Max Horiz 1=83(LC 8)
Max Uplift 1=-109(LC 8),2=-145(LC 8)
Max Grav 1=231 (LC 1),2=189(LC 1),3=84
(LC 3)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C
Exterior(2E)zone;C-C for members and forces&
MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
2) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) 'This truss has been designed for a live load of 20.Opsf
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.
5) Refer to girder(s)for truss to truss connections.
6) Provide mechanical connection(by others)of truss to
bearing plate capable of withstanding 109 lb uplift at joint
1 and 145 lb uplift at joint 2.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
2447615 CJ5E Corner Jack 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:18 Page:1
ID:3zRZsWSWR1 OtxLu_36FZOayYnhe-VC87iEeeO91 MGNWZufCPp1 O8c!W11rcmlYbOdWyYlb7
5-8-8
12
2.6 r
2
T
1- -11 1 1- -11
Ni
0-3-14 ,I'
s c
4x6=
0-11-11 5-8-8
0-11-11 4-8-13
Scale=1:27
Plate Offsets(X,Y): [1:0-4-11,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.05 1-3 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.09 1-3 >671 180
BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:17 lb FT=20%
LUMBER
TOP CHORD 2x4 SP M 31
BOT CHORD 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-8-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
racing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=292/0-9-4,(min.0-1-8),2=239/
Mechanical,(min.0-1-8),3=53/
Mechanical,(min.0-1-8)
Max Horiz 1=90(LC 8)
Max Uplift 1=-142(LC 8),2=-179(LC 8)
Max Grav 1=292(LC 1),2=239(LC 1),3=106
(LC 3)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C Corner
(3)zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) 'This truss has been designed for a live load of 20.Opsf
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.
5) Refer to girder(s)for truss to truss connections.
6) Provide mechanical connection(by others)of truss to
bearing plate capable of withstanding 142 lb uplift at joint
1 and 179 lb uplift at joint 2.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
2447615 CA Corner Jack 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:18 Page:1
ID:u7pg7aXH 1 t81 fGLBQMMzeryYnhY-VC87iEee091 MGN WZufCPp1 O7ziV51rcm IYbOd WyYlb7
6-0-12
12
2.6 r
2
T
1- 12 1 1- 12
0-5-0 `� 121
s 3
a s
5x6=
0-6-8
6-0-12
5-6-5
0-6-8
Scale=1:27.5
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.06 1-3 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.12 1-3 >549 180
BCLL 0.0* Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:18 lb FT=20%
LUMBER
TOP CHORD 2x4 SP M 31
BOT CHORD 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-12 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
racing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=312/0-9-4,(min.0-1-8),2=255/
Mechanical,(min.0-1-8),3=57/
Mechanical,(min.0-1-8)
Max Horiz 1=102(LC 8)
Max Uplift 1=-150(LC 8),2=-193(LC 8)
Max Grav 1=312(LC 1),2=255(LC 1),3=113
(LC 3)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C Corner
(3)zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) *This truss has been designed for a live load of 20.Opsf
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.
5) Refer to girder(s)for truss to truss connections.
6) Provide mechanical connection(by others)of truss to
bearing plate capable of withstanding 150 lb uplift at joint
1 and 193 lb uplift at joint 2.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
2447615 CH Corner Jack 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:18 Page:1
ID:iHA50db2cjvANBolmdT INt6yYnhS-VC87iEee091MGNWZufCPplODSiU9lpbmlYbOdWyYlb7
3-0-4 6-9-11
3-0-4 3-9-7
3 F2
2x4 u 3
7
2
2-0-4 6 2-0-4
1
0-3-�
5 4
• a
3x4= 2x4n
0-10-8II I
L 3-0-4 L 6-9-11
2-1-12 3-9-7
0-10-8
Scale=1:39.4
Plate Offsets(X,Y): [1:0-5-8,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.28 4-5 >276 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(CT) 0.25 4-5 >305 180
BCLL 0.0' Rep Stress Incr YES WB 0.13 Horz(CT) -0.01 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:21 lb FT=20%
LUMBER LOAD CASE(S) Standard
TOP CHORD 2x4 SP M 31
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
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
racing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=353/0-8-0,(min.0-1-8),3=227/
Mechanical,(min.0-1-8),4=126/
Mechanical,(min.0-1-8)
Max Horiz 1=123(LC 8)
Max Uplift 1=-168(LC 8),3=-154(LC 8),
4=46(LC 8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
WEBS 2-5=-171/437
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C
Exterior(2E)0-4-0 to 4-4-0,Interior(1)4-4-0 to 6-8-15
zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) `This truss has been designed for a live load of 20.Opsf
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.
5) Refer to girder(s)for truss to truss connections.
6) Provide mechanical connection(by others)of truss to
bearing plate capable of withstanding 168 lb uplift at joint
1,154lb uplift atjoint 3 and 46 lb uplift at joint 4.
Job Truss Truss Type Qty Ply
2447615 CHA Corner Jack 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:19 Page:1
I ID:ORg1 ZSIQyYCxK6ERApVzEI KyYngY-zOhVwafGmS9Du W5mSMjeMFwNa6pz1 GrvWCLx9yyYlb6
3-0-4 6-7-13 I
3-0-4 3-7-9
2.99 F2
2x4 n 6 3
2
1-1 -12 1-1 -12
1
0-3-14Z-
5 4
3x4= 2x4n
0-10-8I
3-0-4 6-7-13 I
2-1-12 3-7-9
0-10-8
Scale=1:39.4
Plate Offsets(X,Y): [1:0-5-8,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.26 4-5 >290 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) 0.23 4-5 >321 180
BCLL 0.0' Rep Stress Incr YES WB 0.13 Horz(CT) -0.01 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:21 lb FT=20%
LUMBER LOAD CASE(S) Standard
TOP CHORD 2x4 SP M 31
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
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
racing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=344/0-8-1,(min.0-1-8),3=220/
Mechanical,(min.0-1-8),4=124/
Mechanical,(min.0-1-8)
Max Horiz 1=120(LC 8)
Max Uplift 1=-164(LC 8),3=-149(LC 8),
4=46(LC 8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
WEBS 2-5=-168/433
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C Corner
(3)0-4-0 to 5-11-14,Exterior(2R)5-11-14 to 6-7-1
zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) `This truss has been designed for a live load of 20.Opsf
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.
5) Refer to girder(s)for truss to truss connections.
6) Provide mechanical connection(by others)of truss to
bearing plate capable of withstanding 164 lb uplift at joint
1,149lb uplift atjoint 3 and 46 lb uplift at joint 4.
Job Truss Truss Type Qty Ply
2447615 CRIB Corner Jack 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:19 Page:1
ID:n3GIVSD53un9Sn22dmsoJMyYnfM-zOhVwafGmS9DuW5mSMjeMFwlZ6og1 GgvWCLx9yyYlb6
3-0-4 6-2-11
3-0-4 3-2-7
3�2
2x4 n
3
ST1.5x8 STP 6
2
1-1 -9 1-9
1
0-3-
e e 5 4
e
3x4= 2x4n
0-10-8II
L 3-0-4 6-2-11
2-1-12 3-2-7
0-10-8
Scale=1:41.4
Plate Offsets(X,Y): [1:0-5-8,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.23 4-5 >303 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) 0.21 4-5 >335 180
BCLL 0.0' Rep Stress Incr YES WB 0.14 Horz(CT) -0.01 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:20 lb FT=20%
LUMBER LOAD CASE(S) Standard
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
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
racing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=321/0-8-0,(min.0-1-8),3=188/
Mechanical,(min.0-1-8),4=133/
Mechanical,(min.0-1-8)
Max Horiz 1=112(LC 8)
Max Uplift 1=-152(LC 8),3=-128(LC 8),
4=-55(LC 8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
WEBS 2-5=-193/465
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C
Exterior(2E)0-4-0 to 4-4-0,Interior(1)4-4-0 to 6-1-15
zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) `This truss has been designed for a live load of 20.Opsf
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.
5) Refer to girder(s)for truss to truss connections.
6) Provide mechanical connection(by others)of truss to
bearing plate capable of withstanding 152 lb uplift at joint
1,128lb uplift atjoint 3 and 55 lb uplift at joint 4.
Job Truss Truss Type Qty Ply
2447615 CHC Corner Jack 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:19 Page:1
ID:N 1 eTO2bYIQhmgYw?xnw33uyYnet-zOhVwafGmS9Du W5mSMjeM FwFb6tg1 DPvWCLx9yyYlb6
5-10-6 7-4-9
5-10-6 1-6-3
12
3
4x4
3x4� 4
3
Q ST1.5x8 STP 2 0
N 6 N
N 1 1 N
0-3-114
a
` " 5
e
3x4= 6x8=
6x8=
0-10-81I 7-I4III-9
L 7-3-2 U
6-4-10
Scale=1:41.3 0-10-8 0-1-7
Plate Offsets(X,Y): [1:0-3-3,0-3-0]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.11 1-5 >776 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.22 1-5 >388 180
BCLL 0.0' Rep Stress Incr YES WB 0.35 Horz(CT) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:29 lb FT=20%
LUMBER 4) `This truss has been designed for a live load of 20.Opsf
TOP CHORD 2x4 SP No.2 on the bottom chord in all areas where a rectangle
BOT CHORD 2x4 SP M 31 3-06-00 tall by 2-00-00 wide will fit between the bottom
WEBS 2x4 SP No.3 chord and any other members.
SLIDER Left 2x4 SP No.3--2-4-7 5) Refer to girder(s)for truss to truss connections.
BRACING 6) Provide mechanical connection(by others)of truss to
TOP CHORD Structural wood sheathing directly applied or bearing plate capable of withstanding 185 lb uplift at joint
2-2-0 oc purlins. 1,41 lb uplift at joint 4 and 249 lb uplift at joint 5.
BOT CHORD Rigid ceiling directly applied or 8-3-8 oc LOAD CASE(S) Standard
racing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=388/0-8-0,(min.0-1-8),4=-41/
Mechanical,(min.0-1-8),5=423/
Mechanical,(min.0-1-8)
Max Horiz 1=1 33(LC 8)
Max Uplift 1=-185(LC 8),4=41(LC 1),
5=-249(LC 8)
Max Grav 1=388(LC 1),4=33(LC 8),5=423
(LC 1)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 1-6=-461/671,2-6=-419/674,2-7=-402/679,
3-7=-380/684
BOT CHORD 1-5=-879/443
WEBS 3-5=-589/1168
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C
Exterior(2E)0-4-0 to 4-4-0,Interior(1)4-4-0 to 7-3-13
zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
Job Truss Truss Type Qty Ply
2447615 CJ8 Jack-Closed 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:19 Page:1
I D:KDLWBAEoHiMEXiTBYPNVj4yYne2-zOhVwafGmS9Du WSmSMjeM FwM66jV1 C?vWCLx9yyYlb6
6-2-4 I, 8-4-8
6-2-4 2-2-4
4x4
2.6�2 4
3x4 3
N 2 N
N N
N 1 1 N
0-5-Tr— B a
e 5
3x4= 6x8=
6x8=
0-6-8I 8-I4I-8
8-2-10
7-8-2
0-6-8 0-1-14
Scale=1:36.2
Plate Offsets(X,Y): [1:0-4-4,0-3-0]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.25 1-5 >384 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.50 1-5 >193 180
BCLL 0.0' Rep Stress Incr YES WB 0.44 Horz(CT) -0.01 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:33 lb FT=20%
LUMBER 6) Provide mechanical connection(by others)of truss to
TOP CHORD 2x4 SP M 31 bearing plate capable of withstanding 210 lb uplift at joint
BOT CHORD 2x4 SP No.2 1 and 227 lb uplift at joint 5.
WEBS 2x4 SP No.3 LOAD CASE(S) Standard
SLIDER Left 2x4 SP No.3--2-7-11
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-0-14 oc
racing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=442/0-9-4,(min.0-1-8),5=442/
Mechanical,(min.0-1-8)
Max Horiz 1=1 31 (LC 8)
Max Uplift 1=-210(LC 8),5=-227(LC 9)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 1-2=-671/1069,2-3=-615/1085
BOT CHORD 1-5=-1279/609
WEBS 3-5=-709/1487
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C Corner
(3)0-4-0 to 5-11-14,Exterior(2R)5-11-14 to 8-4-8
zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) `This truss has been designed for a live load of 20.Opsf
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.
5) Refer to girder(s)for truss to truss connections.
Job Truss Truss Type Qty Ply
2447615 CJ9 Jack-Closed 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:19 Page:1
ID:uMI DyOgWnSzWnXLhGwgk2CDyYInZp-zOhVwafGmS9DuW5mSMjeMFwK46jB1 BXvWCLx9yyYlb6
4-7-15 8-6-7
4-7-15 3-10-7
3x4 0 �2 2x4 n
3
4
ST1.5x8 STP 2x4.
n 3
ui 2 u?
N N
Bi
0-3-1
e 5
3x4= 6x8=
6x8=
0-10-8II
L 8-6-7
7-7-15
0-10-8
Scale=1:38.6
Plate Offsets(X,Y): [1:0-3-3,0-3-0]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.25 1-5 >382 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.50 1-5 >191 180
BCLL 0.0' Rep Stress Incr YES WB 0.47 Horz(CT) -0.01 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:37 lb FT=20%
LUMBER 6) Provide mechanical connection(by others)of truss to
TOP CHORD 2x4 SP No.2 bearing plate capable of withstanding 211 lb uplift atjoint
BOT CHORD 2x4 SP No.2 1 and 251 lb uplift at joint 5.
WEBS 2x4 SP No.3 LOAD CASE(S) Standard
SLIDER Left 2x4 SP No.3--1-8-5
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc
racing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=443/0-8-0,(min.0-1-8),5=443/
Mechanical,(min.0-1-8)
Max Horiz 1=1 52(LC 8)
Max Uplift 1=-211(LC 8),5=-251(LC 8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 1-2=-831/1291,2-3=-784/1300
BOT CHORD 1-5=-1534/809
WEBS 3-5=-839/1591,4-5=-157/323
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C
Exterior(2E)0-4-0 to 4-4-0,Interior(1)4-4-0 to 8-4-11
zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) `This truss has been designed for a live load of 20.Opsf
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.
5) Refer to girder(s)for truss to truss connections.
Job Truss Truss Type Qty Ply
2447615 ER Jack-Open 8 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:19 Page:1
I D:atbbHuCIHDOPQpNwXQ66atybOgT-zOhVwafGmS9Du W5mSMjeMFwHT6p71 IsvWCLx9yyYlb6
6-10-8
3 F2
3x4- 3
6
ST1.5x8 STP
2-0-8 5 2-0-8
1
0-3-1
ag
e e 4
3x4=
6x8=
�-10-8, 6-10-8
0-10- 6-0-0
Scale=1:31.7
Plate Offsets(X,Y): [1:0-3-3,0-3-0]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.11 1-4 >734 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.21 1-4 >369 180
BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:25 lb FT=20%
LUMBER LOAD CASE(S) Standard
TOP CHORD 2x4 SP M 31
BOT CHORD 2x4 SP No.2
SLIDER Left 2x4 SP No.3--2-11-13
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-3-13 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
racing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=356/0-8-0,(min.0-1-8),3=292/
Mechanical,(min.0-1-8),4=65/
Mechanical,(min.0-1-8)
Max Horiz 1=124(LC 8)
Max Uplift 1=-169(LC 8),3=-222(LC 8)
Max Grav 1=356(LC 1),3=292(LC 1),4=130
(LC 3)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C
Exterior(2E)0-4-0 to 4-4-0,Interior(1)4-4-0 to 6-9-12
zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) `This truss has been designed for a live load of 20.Opsf
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.
5) Refer to girder(s)for truss to truss connections.
6) Provide mechanical connection(by others)of truss to
bearing plate capable of withstanding 169 lb uplift at joint
1 and 222 lb uplift at joint 3.
Job Truss Truss Type Qty Ply
2447615 ERA Jack-Open 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:19 Page:1
I D:kyK30CRWOpYE6nLgkj5K8lyYnXK-zOhVwafGmS9Du W5mSMjeM FwIZ6rA1 IsvWCLx9yyYlb6
6-1-8
12
2.6 r
2
1- 14 1 1- 14
0 5� .d
3
5x6=
0-6-8
6-1-8
5-7-0
0-6-8
Scale=1:27.5
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.06 1-3 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.13 1-3 >533 180
BCLL 0.0* Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:19 lb FT=20%
LUMBER
TOP CHORD 2x4 SP M 31
BOT CHORD 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-1-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
racing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=315/0-9-4,(min.0-1-8),2=258/
Mechanical,(min.0-1-8),3=57/
Mechanical,(min.0-1-8)
Max Horiz 1=103(LC 8)
Max Uplift 1=-152(LC 8),2=-195(LC 8)
Max Grav 1=315(LC 1),2=258(LC 1),3=115
(LC 3)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C Corner
(3)zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) *This truss has been designed for a live load of 20.Opsf
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.
5) Refer to girder(s)for truss to truss connections.
6) Provide mechanical connection(by others)of truss to
bearing plate capable of withstanding 152 lb uplift at joint
1 and 195 lb uplift at joint 2.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
2447615 EJ8 Jack-Open 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:19 Page:1
ID:sSc_6ebgypAOAngKypNAVyYnX7-zOhVwafGmS9DuW5mSMjeMFwLE6pH1 DivWCLx9yyYlb6
2-8-4 5-8-10 7-3-6
2-8-4 3-0-6 1-6-12
2.612 3x4�
4
1 2x4 n 3 7
-1 -14 2 1-1 -14
1
0-5-
` ' n.
6 5
4x4= 2x4n 6x8=
0-6-8 7-I3III-6
2-8-4 7-1-13 U,
2-1-12 4-5-9 T
0-6-8 0-1-9
Scale=1:42.7
Plate Offsets(X,Y): [1:0-2-0,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.10 5-6 >809 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.09 5-6 >926 180
BCLL 0.0* Rep Stress Incr YES WB 0.33 Horz(CT) -0.01 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:26 lb FT=20%
LUMBER 5) Refer to girder(s)for truss to truss connections.
TOP CHORD 2x4 SP M 31 6) Provide mechanical connection(by others)of truss to
BOT CHORD 2x4 SP M 31 bearing plate capable of withstanding 185 lb uplift at joint
WEBS 2x4 SP No.3 1,67 lb uplift at joint 4 and 223 lb uplift at joint 5.
BRACING LOAD CASE(S) Standard
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 7-8-13 oc
racing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=383/0-9-4,(min.0-1-8),4=-54/
Mechanical,(min.0-1-8),5=430/
Mechanical,(min.0-1-8)
Max Horiz 1=121 (LC 8)
Max Uplift 1=-185(LC 8),4=-67(LC 3),
5=-223(LC 8)
Max Grav 1=383(LC 1),4=13(LC 8),5=430
(LC 1)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 1-2=-543/686,2-3=-487/734
BOT CHORD 1-6=-889/518,5-6=-889/518
WEBS 3-5=-652/1119
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C Corner
(3)0-4-0 to 5-11-14,Exterior(2R)5-11-14 to 7-2-10
zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) *This truss has been designed for a live load of 20.Opsf
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.
Job Truss Truss Type Qty Ply
2447615 EJ9 Jack-Closed 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:19 Page:1
ID: a3SFz os8g3TS7REbOLKIyYn IVK-zOhVwafGmS9Du W5mSMjeMFwKR6j21 AQvWCLx9yyYlb6
4-5-11 8-5-4
4-5-11 3-11-8
2.6 F2
3x4 0 4
3x4. 6
v 3 v
N 2 N
N 1 N
e 5
3x4= 3x4=
6x8=
0-6-8 8-5-4
8-0-13
7-6-5
0-6-8 0-4-7
Scale=1:37.8
Plate Offsets(X,Y): [1:0-4-4,0-3-0]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.26 1-5 >375 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.52 1-5 >188 180
BCLL 0.0' Rep Stress Incr YES WB 0.54 Horz(CT) -0.02 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:34 lb FT=20%
LUMBER 6) Provide mechanical connection(by others)of truss to
TOP CHORD 2x4 SP No.2 bearing plate capable of withstanding 215 lb uplift at joint
BOT CHORD 2x4 SP No.2 1,121 lb uplift at joint 4 and 125 lb uplift at joint 5.
WEBS 2x4 SP No.3 LOAD CASE(S) Standard
SLIDER Left 2x4 SP No.3--1-8-5
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc
racing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=444/0-9-4,(min.0-1-8),4=164/
Mechanical,(min.0-1-8),5=277/
Mechanical,(min.0-1-8)
Max Horiz 1=1 39(LC 8)
Max Uplift 1=-215(LC 8),4=-121 (LC 8),
5=-125(LC 8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 1-2=-896/1559,2-3=-829/1572
BOT CHORD 1-5=-1780/878
WEBS 3-5=-902/1829
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
II;Exp D;Enclosed;MWFRS(envelope)and C-C Corner
(3)0-4-0 to 5-11-14,Exterior(2R)5-11-14 to 8-4-8
zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) `This truss has been designed for a live load of 20.Opsf
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.
5) Refer to girder(s)for truss to truss connections.
Job Truss Truss Type Qty Ply
2447615 EJ9A Jack-Closed 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:20 Page:1
ID:Cvtm?Kvh5YNSZcaQscp4OGyZ1 eJ-zOhVwafGmS9Du W5mSMjeMFwJV6re1 AbvWCLx9yyYlb6
4-9-4 8-8-15
4-9-4 3-11-11
2.9912
4
4x4,
3x4, 6
0 3 0
2
N N
1
0-3-114 B
e 5
3x4= 5x6=
6x8=
0-10-8I 8-II8-I15
8-5-0 L
7-6-8
0-10-8 0-3-14
Scale=1:38.3
Plate Offsets(X,Y): [1:0-3-4,0-3-0]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.22 1-5 >457 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.44 1-5 >228 180
BCLL 0.0' Rep Stress Incr YES WB 0.53 Horz(CT) -0.01 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:36 lb FT=20%
LUMBER 6) Provide mechanical connection(by others)of truss to
TOP CHORD 2x4 SP No.2 bearing plate capable of withstanding 220 lb uplift at joint
BOT CHORD 2x4 SP M 31 1,118 lb uplift at joint 4 and 141 lb uplift at joint 5.
WEBS 2x4 SP No.3 LOAD CASE(S) Standard
SLIDER Left 2x4 SP No.3--1-8-13
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-10-11 oc
racing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=461/0-8-1,(min.0-1-8),4=157/
Mechanical,(min.0-1-8),5=301/
Mechanical,(min.0-1-8)
Max Horiz 1=1 57(LC 8)
Max Uplift 1=-220(LC 8),4=-118(LC 8),
5=-141 (LC 8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 1-2=-882/1472,2-3=-834/1483
BOT CHORD 1-5=-1732/853
WEBS 3-5=-883/1792
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C Corner
(3)0-4-0 to 5-11-14,Exterior(2R)5-11-14 to 8-8-3
zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) `This truss has been designed for a live load of 20.Opsf
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.
5) Refer to girder(s)for truss to truss connections.
Job Truss Truss Type Qty Ply
2447615 EJ9B Jack-Closed 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:20 Page:1
ID:Cvtm?Kvh5YNSZcaQscp4OGyZ1 eJ-RbFt7wfuXmH4Vggy03EtuSTUYWCI mdr31s4VhPyYlb5
4-8-5 8-7-0
4-8-5 3-10-12
2.99 F2
4
2x4 a
3x4 c 6
C? 3 00
u? 2 L6
N N
1
0-3-114 B
e 5
3x4= 3x4=
6x8=
I0-10-8I 8-7-0
8-3-28-3-2
7-4-10 r
0-10-8 0-3-14
Scale=1:38.2
Plate Offsets(X,Y): [1:0-3-4,0-3-0]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.20 1-5 >483 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.41 1-5 >242 180
BCLL 0.0' Rep Stress Incr YES WB 0.53 Horz(CT) -0.01 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:35 lb FT=20%
LUMBER 6) Provide mechanical connection(by others)of truss to
TOP CHORD 2x4 SP No.2 bearing plate capable of withstanding 216 lb uplift at joint
BOT CHORD 2x4 SP M 31 1,116 lb uplift at joint 4 and 138 lb uplift at joint 5.
WEBS 2x4 SP No.3 LOAD CASE(S) Standard
SLIDER Left 2x4 SP No.3--1-8-6
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-11-4 oc
racing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=453/0-8-1,(min.0-1-8),4=155/
Mechanical,(min.0-1-8),5=295/
Mechanical,(min.0-1-8)
Max Horiz 1=1 54(LC 8)
Max Uplift 1=-216(LC 8),4=-116(LC 8),
5=-138(LC 8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 1-2=-863/1449,2-3=-816/1460
BOT CHORD 1-5=-1706/840
WEBS 3-5=-869/1765
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C Corner
(3)0-4-0 to 5-11-14,Exterior(2R)5-11-14 to 8-6-4
zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) `This truss has been designed for a live load of 20.Opsf
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.
5) Refer to girder(s)for truss to truss connections.
Job Truss Truss Type Qty Ply
2447615 EJ9C Jack-Closed 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:20 Page:1
I D:Cvtm?Kvh5YNSZcaQscp4O IGyZ1 eJ-RbFt7wfuXmH4Vggy03EtuSTVAW3Qmel3ls4VhPyYlb5
4-7-3 8-4-13
4-7-3 3-9-10
2.99 F2
4
2x4 0
3x4 c 7
u� 3 u0
v 2 v
N N
1
0-3-1
aB
65
3x4= 4A
6x8=
0-10-8 8-4-13
8-1-5
7-2-14
0-10-8 0-3-8
Scale=1:38.1
Plate Offsets(X,Y): [1:0-3-4,0-3-0]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.25 1-6 >391 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.51 1-6 >190 180
BCLL 0.0' Rep Stress Incr YES WB 0.50 Horz(CT) -0.01 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:34 lb FT=20%
LUMBER 6) Provide mechanical connection(by others)of truss to
TOP CHORD 2x4 SP No.2 bearing plate capable of withstanding 210 lb uplift at joint
BOT CHORD 2x4 SP No.2 1,114 lb uplift at joint 4 and 135 lb uplift at joint 5.
WEBS 2x4 SP No.3 LOAD CASE(S) Standard
SLIDER Left 2x4 SP No.3--1-7-14
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc
racing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=440/0-8-1,(min.0-1-8),4=155/
Mechanical,(min.0-1-8),5=285/
Mechanical,(min.0-1-8)
Max Horiz 1=1 51 (LC 8)
Max Uplift 1=-210(LC 8),4=-114(LC 8),
5=-135(LC 8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 1-2=-805/1362,2-3=-758/1373
BOT CHORD 1-6=-1618/787
WEBS 3-6=-818/1681
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
II;Exp D;Enclosed;MWFRS(envelope)and C-C Corner
(3)0-4-0 to 5-11-14,Exterior(2R)5-11-14 to 8-4-1
zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) `This truss has been designed for a live load of 20.Opsf
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.
5) Refer to girder(s)for truss to truss connections.
Job Truss Truss Type Qty Ply
2447615 EJ9D Jack-Closed 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:20 Page:1
ID:Cvtm?Kvh5YNSZcaQscp4OIGyZ1 eJ-RbFt7wfuXm H4Vggy03EtuSTVKW43mel3ls4VhPyYlb5
4-6-2 8-2-10
4-6-2 3-8-9
2.99 F2
4
2x4 c
3x4 0 6
3
v 2 v
N N
1
aB
5
3x4= 3x4=
6x8=
0-10-8 8-2-10
7-10-12
7-0-4
0-10-8 0-3-15
Scale=1:38
Plate Offsets(X,Y): [1:0-3-4,0-3-0]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.23 1-5 >408 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.46 1-5 >204 180
BCLL 0.0' Rep Stress Incr YES WB 0.50 Horz(CT) -0.01 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:33 lb FT=20%
LUMBER 6) Provide mechanical connection(by others)of truss to
TOP CHORD 2x4 SP No.2 bearing plate capable of withstanding 206 lb uplift at joint
BOT CHORD 2x4 SP No.2 1,112 lb uplift at joint 4 and 130 lb uplift at joint 5.
WEBS 2x4 SP No.3 LOAD CASE(S) Standard
SLIDER Left 2x4 SP No.3--1-7-5
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 4-5-13 oc
racing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=433/0-8-1,(min.0-1-8),4=149/
Mechanical,(min.0-1-8),5=280/
Mechanical,(min.0-1-8)
Max Horiz 1=148(LC 8)
Max Uplift 1=-206(LC 8),4=-112(LC 8),
5=-130(LC 8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 1-2=-816/1387,2-3=-770/1398
BOT CHORD 1-5=-1636/805
WEBS 3-5=-833/1693
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C Corner
(3)0-4-0 to 5-11-14,Exterior(2R)5-11-14 to 8-1-14
zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) `This truss has been designed for a live load of 20.Opsf
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.
5) Refer to girder(s)for truss to truss connections.
Job Truss Truss Type Qty Ply
2447615 EJ9E Jack-Closed 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:20 Page:1
I D:Cvtm?Kvh5YNSZcaQscp4OGyZ1 eJ-RbFt7wfuXmH4Vggy03EtuSTXN WDzmgK3ls4VhPyYlb5
6-7-5 8-0-7
6-7-5 1-5-2
2.99 12 3x6�.
4
3x4- 7 3
v 2 v
1
M M
N 1 1 N
0-3-
` ° 65
e e
3x4= 6x8=
6x8=
0-10-8 8-0-7
7-7-13
6-9-5
Scale=1:40.6 0-10-8 0-4-10
Plate Offsets(X,Y): [1:0-3-4,0-3-0]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.15 1-6 >620 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.32 1-6 >288 180
BCLL 0.0' Rep Stress Incr YES WB 0.37 Horz(CT) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:31 lb FT=20%
LUMBER 4) `This truss has been designed for a live load of 20.Opsf
TOP CHORD 2x4 SP M 31 on the bottom chord in all areas where a rectangle
BOT CHORD 2x4 SP M 31 3-06-00 tall by 2-00-00 wide will fit between the bottom
WEBS 2x4 SP No.3 chord and any other members.
SLIDER Left 2x4 SP No.3--2-9-3 5) Refer to girder(s)for truss to truss connections.
BRACING 6) Provide mechanical connection(by others)of truss to
TOP CHORD Structural wood sheathing directly applied or bearing plate capable of withstanding 200 lb uplift at joint
6-0-0 oc purlins. 1,84 lb uplift at joint 4 and 321 lb uplift at joint 5.
BOT CHORD Rigid ceiling directly applied or 8-5-15 oc LOAD CASE(S) Standard
racing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=420/0-8-1,(min.0-1-8),4=-84/
Mechanical,(min.0-1-8),5=505/
Mechanical,(min.0-1-8)
Max Horiz 1=144(LC 8)
Max Uplift 1=-200(LC 8),4=-84(LC 1),
5=-321 (LC 8)
Max Grav 1=420(LC 1),4=83(LC 8),5=505
(LC 1)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 1-2=-395/530,2-7=-329/541,3-7=-269/542
BOT CHORD 1-6=-754/357
WEBS 3-6=-593/1252
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
II;Exp D;Enclosed;MWFRS(envelope)and C-C Corner
(3)0-4-0 to 5-11-14,Exterior(2R)5-11-14 to 7-11-11
zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
Job Truss Truss Type Qty Ply
2447615 EJ10 Jack-Closed 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:20 Page:1
I D:Ep2Qb6lcADJ8TWSZF W EXycyYnNB-RbFt7wfuXmH4Vggy03EtuSTRzW BimaO3ls4VhPyYlb5
5-7-9 10-8-15
5-7-9 5-1-6
12
2.6 r
4
6x8
3x4 c 3 7
v v
ao 2 ob
N 1 1 N
0-5-
Le
ee] 6 5
3x4= 2x4 n 5x6=
6x8=
0-6-I8I 10I-I8-15
L 5-7-9 10-4-13 L ,
5-1-1 4-9-4
0-6-8 0-4-2
Scale=1:40.1
Plate Offsets(X,Y): [1:0-4-4,0-3-0]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.09 1-6 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.08 1-6 >999 180
BCLL 0.0' Rep Stress Incr YES WB 0.75 Horz(CT) -0.03 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:45 lb FT=20
LUMBER 6) Refer to girder(s)for truss to truss connections.
TOP CHORD 2x4 SP No.2 7) Provide mechanical connection(by others)of truss to
BOT CHORD 2x4 SP No.2 bearing plate capable of withstanding 278 lb uplift at joint
WEBS 2x4 SP No.3 1,136 lb uplift atjoint 4 and 180 lb uplift at joint 5.
SLIDER Left 2x4 SP No.3--2-4-11 LOAD CASE(S) Standard
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-2-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 4-1-12 oc
racing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=572/0-9-4,(min.0-1-8),4=188/
Mechanical,(min.0-1-8),5=380/
Mechanical,(min.0-1-8)
Max Horiz 1=1 75(LC 8)
Max Uplift 1=-278(LC 8),4=-136(LC 8),
5=-180(LC 8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 1-2=-1359/1698,2-3=-1306/1711
BOT CHORD 1-6=-1957/1278,5-6=-1957/1278
WEBS 3-5=-1321/2023
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C Corner
(3)0-4-0 to 5-11-14,Exterior(2R)5-11-14 to 10-8-3
zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) `This truss has been designed for a live load of 20.Opsf
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.
5) Refer to girder(s)for truss to truss connections.
Job Truss Truss Type Qty Ply
2447615 EJ10B Jack-Closed 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:20 Page:1
I D:3VSX_onil W LTHfW Fbwyva2yYnMZ-RbFt7wfuXmH4Vggy03EtuSTQtW7Bmew31s4VhPyYlb5
5-0-10 9-7-1
5-0-10 4-6-7
2.6 F2
3
4x4 e
5
v 2 v
L
N 1 N
0-5-0 ,�'
� — a e
a 4
4x4= 5x6=
0-6-8 9-7-1
9-2-11
8-8-3
0-6-8 0-4-7
Scale=1:36.4
Plate Offsets(X,Y): [1:0-2-0,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.25 1-4 >446 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.51 1-4 >219 180
BCLL 0.0' Rep Stress Incr YES WB 0.46 Horz(CT) -0.02 4 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:36 lb FT=20%
LUMBER 6) Provide mechanical connection(by others)of truss to
TOP CHORD 2x4 SP M 31 bearing plate capable of withstanding 246 lb uplift at joint
BOT CHORD 2x4 SP M 31 1,133 lb uplift atjoint 3 and 149 lb uplift at joint 4.
WEBS 2x4 SP No.2 LOAD CASE(S) Standard
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-5-13 oc
racing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=508/0-9-4,(min.0-1-8),3=174/
Mechanical,(min.0-1-8),4=331/
Mechanical,(min.0-1-8)
Max Horiz 1=1 57(LC 8)
Max Uplift 1=-246(LC 8),3=-133(LC 8),
4=-149(LC 8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 1-2=-1108/1754
BOT CHORD 1-4=-1998/1052
WEBS 2-4=-1080/2051
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
II;Exp D;Enclosed;MWFRS(envelope)and C-C Corner
(3)0-4-0 to 5-11-14,Exterior(2R)5-11-14 to 9-6-5
zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) 'This truss has been designed for a live load of 20.Opsf
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.
5) Refer to girder(s)for truss to truss connections.
Job Truss Truss Type Qty Ply
2447615 F01 Floor 8 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:20 Page:1
I D:5ojL17fOFaJ R_9CsgB7rxZybSWU-RbFt7wfuXmH4Vggy03EtuSTQeW 6imX731s4VhPyYlb5
2-6-0 O
N
1.Sx3=
77-1 5x6=
6x8= 1.5x3n 1.5x3n 1.5x3n 1.5x311
5x8= 3x4= 3x4= 3x8=
o 2 3 4 5 6 7 8 9
rM9 .' c 111
� � !SrSLZNE
17 16 15 14 13 12
1.5x311 4x12= 1.5x3n 5x8= 11
5x6= 3x4= 5x8=
4x6=
10-8-12
0-3-8 9-8-12
8-8-12 19-11-8
8-5-4 9-2-12
0-3-8 1-0-0
1-0-0
Scale=1:53.3
Plate Offsets(X,Y): [1:0-1-8,Edge],[6:0-1-8,Edge],[10:0-1-8,Edge],[11:Edge,0-1-8],[15:0-1-8,Edge],[17:0-1-8,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.91 Vert(LL) -0.28 13-14 >838 360 MT20 244/190
TCDL 25.0 Lumber DOL 1.00 BC 0.72 Vert(CT) -0.47 13-14 >493 240
BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.02 11 n/a n/a
BCDL 5.0 Code FBC2020/TP12014 Matrix-S Weight:107 lb FT=20%F,11%E
LUMBER
TOP CHORD 2x4 SP No.1(flat)*Except*T1:2x4 SP No.2
(flat)
BOT CHORD 2x4 SP M 31(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-2-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 1=1364/0-3-0,(min.0-1-8),
11=1 355/0-6-0,(min.0-1-8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 11-1 9=-1 362/0,10-19=-1361/0,1-2=-1604/0,
2-3=-3386/0,3-4=-3386/0,4-5=-4790/0,
5-6=-4790/0,6-7=-4328/0,7-8=-4328/0,
8-9=-1247/0,9-10=-1247/0
BOT CHORD 16-17=0/1601,15-16=0/4441,14-15=0/4790,
13-14=0/4790,12-13=0/3100
WEBS 2-17=-1197/0,1-17=0/2019,5-15=-380/0,
6-13=-865/0,7-13=-401/0,8-13=0/1394,
8-12=-2103/0,9-12=-291/0,10-12=0/1779,
2-16=0/2015,3-16=-353/0,4-16=-1197/0,
4-15=0/780
NOTES
1) Unbalanced floor live loads have been considered for
this design.
2) 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.
3) Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
4) CAUTION,Do not erect truss backwards.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
2447615 F02 Floor 4 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:21 Page:1
I D:2kuyJ R5bmdrKlhynnln lO9ybSVw-RbFt7wfuXmH4Vggy03EtuSTQtW6YmXR3ls4VhPyYlb5
2-6-0 o
N N
00 OF
5x6=
6x8= 1.5x3n 1.5x3n 1.5x3u 1.5x311
5x8= 3x4= 3x4= 4x6=
o 1 2 3 4 5 6 7 8 9 10
to
1- -0 � M CD1- -0
18L�� 11
17 16 15 14 13 12
1.5x311 4x12= 1.5x3n 5x8=
5x6= 3x4= 5x8=
2x4 n
10-8-12
0-3-8 9-8-12
8-8-12 19-5-8
8-5-4 8-8-12
0-3-8 1-0-0 1-0-0
Scale=1:50
Plate Offsets(X,Y): [1:0-1-8,Edge],[6:0-1-8,Edge],[10:0-1-8,Edge],[11:0-1-8,Edge],[15:0-1-8,Edge],[17:0-1-8,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.96 Vert(LL) -0.25 13-14 >907 360 MT20 244/190
TCDL 25.0 Lumber DOL 1.00 BC 0.73 Vert(CT) -0.42 13-14 >541 240
BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(CT) -0.02 11 n/a n/a
BCDL 5.0 Code FBC2020/TP12014 Matrix-S Weight:104 lb FT=20%F,11%E
LUMBER
TOP CHORD 2x4 SP No.1(flat)*Except*T1:2x4 SP No.2
(flat)
BOT CHORD 2x4 SP M 31(flat)
WEBS 2x4 SP No.3(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-1-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 1=1333/0-3-0,(min.0-1-8),
11=1333/Mechanical,(min.0-1-8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 10-11=-1349/0,1-2=-1565/0,2-3=-3293/0,
3-4=-3293/0,4-5=-4582/0,5-6=-4582/0,
6-7=-4034/0,7-8=-4034/0,8-9=-846/0,
9-10=-846/0
BOT CHORD 16-17=0/1562,15-16=0/4286,14-15=0/4582,
13-14=0/4582,12-13=0/2754
WEBS 2-17=-1170/0,1-17=0/1970,5-15=-351/0,
6-13=-923/0,7-13=-393/0,8-13=0/1452,
8-12=-2165/0,9-12=-288/0,10-12=0/1602,
2-16=0/1954,3-16=-351/0,4-16=-1127/0,
4-15=0/714
NOTES
1) Unbalanced floor live loads have been considered for
this design.
2) Refer to girder(s)for truss to truss connections.
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
2447615 F03 Floor 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:21 Page:1
ID:?plzPFAUGU Wwx66gstsdNQybSTE-vnpFKGgX14Px7gF8Znl6RgOdGvTtV_gC_Wg2EryYlb4
2-6-0 N
V
6x8= 1.5x3n 1.5x3n 1.5x3n 3x4 n 1.5x3 n
5x8= 3x4= 3x4= 4x6= 5x6=
o C 1 2 3 4 5 6 7 8 9 10 11
1- -0 � MM� 1- -0
19 12
18 17 16 15 14 13
1.5x3 n 4x12= 1.5x3 n 5x8=
5x6= 3x4= 5x8= 4x6=
10-8-12
0-3-8 9-8-12
8-8-12 I, I, I, 16-9-0 19-5-8 ,
8-5-4 1-0- 1-0- 6-0-4 2-8-8
0-3-8
Scale=1:49.1
Plate Offsets(X,Y): [1:0-1-8,Edge],[6:0-1-8,Edge],[12:Edge,0-1-8],[16:0-1-8,Edge],[18:0-1-8,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.25 14-15 >929 360 MT20 244/190
TCDL 25.0 Lumber DOL 1.00 BC 0.66 Vert(CT) -0.41 14-15 >551 240
BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) -0.02 12 n/a n/a
BCDL 5.0 Code FBC2020/TP12014 Matrix-S Weight:106 lb FT=20%F,11%E
LUMBER
TOP CHORD 2x4 SP No.1(flat)*Except*T1:2x4 SP No.2
(flat)
BOT CHORD 2x4 SP M 31(flat)
WEBS 2x4 SP No.3(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-1-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 1=1333/0-3-0,(min.0-1-8),
12=1333/0-4-0,(min.0-1-8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 1-2=-1565/0,2-3=-3293/0,3-4=-3293/0,
4-5=-4582/0,5-6=-4582/0,6-7=-4032/0,
7-8=-4032/0,8-9=-2120/0,9-10=-2119/0
BOT CHORD 17-18=0/1562,16-17=0/4286,15-16=0/4582,
14-15=0/4582,13-14=0/2750,12-13=0/1059
WEBS 2-18=-1170/0,1-18=0/1970,5-16=-352/0,
6-14=-933/0,7-14=-406/0,8-14=0/1454,
8-13=-1149/0,10-13=0/1504,10-12=-1652/0,
2-17=0/1954,3-17=-351/0,4-17=-1127/0,
4-16=0/714
NOTES
1) Unbalanced floor live loads have been considered for
this design.
2) Truss to be fully sheathed from one face or securely
braced against lateral movement(i.e.diagonal web).
3) Gable studs spaced at 2-0-0 oc.
4) Provide mechanical connection(by others)of truss to
bearing plate atjoint(s)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
2447615 F04 Floor 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:21 Page:1
ID:nugrDcgq NOpz_ZJvJhcT3HybSSa-vnpFKGgX14Px7gF8Znl6RgOhOvRrVzjC_Wg2EryYlb4
2-6-0 C
N 'JI,
1.5x3 n
4x12=
1.5x3n 3x6 FP
6x8= 1.5x3n 1.5x3n
4x6= 3x4= 3x8= 5x6=
0 0 1 2 3 4 5 6 7 8 9 10 11
(o
AMMO 10
20 12
19 18 17 16 15 14 13
1.5x3n 4x12= 1.5x3n 5x12=
5x6= 3x6= 3x8= 2x4 n
3x6 FP
10-8-12
0-3-8 9-8-12
8-8-12 L L L 20-8-0
8-5-4 1 1 9-11-4
0-3-8 1-0-0
1-0-0
Scale=1:54.5
Plate Offsets(X,Y): [1:0-1-8,Edge],[6:0-1-8,Edge],[11:0-1-8,Edge],[12:0-1-8,Edge],[16:0-1-8,Edge],[19:0-1-8,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) -0.31 14-15 >789 360 MT20 244/190
TCDL 25.0 Lumber DOL 1.00 BC 0.79 Vert(CT) -0.53 14-15 >457 240
BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.02 12 n/a n/a
BCDL 5.0 Code FBC2020/TP12014 Matrix-S Weight:109 lb FT=20%F,11%E
LUMBER
TOP CHORD 2x4 SP No.2(flat)*Except*T2:2x4 SP M 31
(flat)
BOT CHORD 2x4 SP No.2(flat)*Except*B2:2x4 SP M 31
(flat)
WEBS 2x4 SP No.3(flat)*Except*W4,W7:2x4 SP
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=1417/0-3-0,(min.0-1-8),
12=1417/0-3-10,(min.0-1-8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 11-12=-1411/0,1-2=-1668/0,2-3=-3555/0,
3-4=-3555/0,4-5=-5157/0,5-6=-5157/0,
6-7=-4850/0,7-8=-4850/0,8-9=-1962/0,
9-10=-1962/0,10-11=-1962/0
BOT CHORD 18-19=0/1665,17-18=0/1665,16-17=0/4711,
15-16=0/5157,14-15=0/5157,13-14=0/3707
WEBS 2-19=-1244/0,1-19=0/2100,5-16=-454/0,
2-17=0/2134,3-17=-361/0,4-17=-1312/0,
4-16=0/907,6-14=-761/89,7-14=-425/0,
8-14=0/1298,8-13=-1980/0,10-13=-338/0,
11-13=0/2359
NOTES
1) Unbalanced floor live loads have been considered for
this design.
2) Provide mechanical connection(by others)of truss to
bearing plate atjoint(s)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
2447615 F05 Floor 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:21 Page:1
ID:r2myxZ3vgDrQpUm3BPB_M1ybSS4-vnpFKGgX14Px7gF8Znl6RgOcKvPWV1 nC_Wg2EryYlb4
2-6-0
QN 'JI,
4x12=
T
1.5x3 n 1.5x3 n 1.5x3 n
6x8= 1.5x3n 1.5x3n
4x6= 3x4= 3x6= 3x6 FP 5x12=
0 0 1 2 3 4 5 6 7 8 910 11 12
AMMO 10
21 13 �}I
20 19 18 17 16 15 14
1.5x3n 4x12= 1.5x3n 5x12=
5x6= 4x6= 3x8= 4x6=
3x6 FP
10-8-12
0-3-8 9-8-12
8-8-12 L L L 21-9-8
8-5-4 1 1 11-0-12
0-3-8 1-0-0
1-0-0
Scale=1:54.5
Plate Offsets(X,Y): [1:0-1-8,Edge],[6:0-1-8,Edge],[13:Edge,0-1-8],[17:0-1-8,Edge],[20:0-1-8,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.85 Vert(LL) -0.40 15-16 >640 360 MT20 244/190
TCDL 25.0 Lumber DOL 1.00 BC 0.94 Vert(CT) -0.70 15-16 >369 240
BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.03 13 n/a n/a
BCDL 5.0 Code FBC2020/TP12014 Matrix-S Weight:115 lb FT=20%F,11%E
LUMBER
TOP CHORD 2x4 SP No.2(flat)*Except*T2:2x4 SP M 31
(flat)
BOT CHORD 2x4 SP No.2(flat)*Except*B2:2x4 SP M 31
(flat)
WEBS 2x4 SP No.3(flat)*Except*W2,W4:2x4 SP
No.2(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-2-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing, Except:
2-2-0 oc bracing:16-17,15-16.
REACTIONS (lb/size) 1=1496/0-3-0,(min.0-1-8),
13=1496/0-3-10,(min.0-1-8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 1-2=-1768/0,2-3=-3797/0,3-4=-3797/0,
4-5=-5695/0,5-6=-5695/0,6-7=-5610/0,
7-8=-5610/0,8-9=-3002/0,9-10=-3002/0,
10-11=-3002/0
BOT CHORD 19-20=0/1765,18-19=0/1765,17-18=0/5110,
16-17=0/5695,15-16=0/5695,14-15=0/4599,
13-14=0/699
WEBS 2-20=-1314/0,1-20=0/2226,5-17=-537/0,
2-18=0/2295,3-18=-368/0,4-18=-1490/0,
4-17=0/1083,6-15=-617/317,7-15=-450/0,
8-15=0/1148,8-14=-1812/0,10-14=-342/0,
11-1 4=0/2614,11-13=-1691/0
NOTES
1) Unbalanced floor live loads have been considered for
this design.
2) 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.
3) Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
4) CAUTION,Do not erect truss backwards.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
2447615 F06 Floor 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:21 Page:1
I D:n_xZVsVU M H NJ 80 WzlzgQq dybSRW-vnpF KGgX I4Px7q F8Znl6RgOd GvQIV 15C_W q 2 EryYI b4
2-6-0
N
4x12=
1.5x3 n
6x8= 1.5x3 n 3x6 n 3x6 n 1.5x3 n
6x8= 4x6n 6x8= 3x6 FP 4x12=
0 0 1 2 3 4 5 6 7 8 910 11 12 13 14
6 6
C?Mo 1 0
25 15
24 23 22 21 20 19 18 1716
1.5x311 7x1O= 3x6n 7x10=
5x6= 5x6n 6x8= 4x6=
3x6 FP
10-8-12
0-3-8 4-1-8 9-8-12
3-5-8 8-8-12 18-11-12 22-11-0
3-2-0 4-7-4 8-3-0 3-11-4
0-3-8 0-8-0 1-0-0
1-0-0
Scale=1:54
Plate Offsets(X,Y): [1:0-1-8,Edge],[7:0-3-0,Edge],[15:Edge,0-1-8],[17:0-3-8,Edge],[20:0-3-0,Edge],[24:0-1-8,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.35 18-19 >765 360 MT20 244/190
TCDL 25.0 Lumber DOL 1.00 BC 0.86 Vert(CT) -0.62 18-19 >438 240
BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) -0.01 15 n/a n/a
BCDL 5.0 Code FBC2020/TP12014 Matrix-S Weight:153 lb FT=20%F,11%E
LUMBER
TOP CHORD 2x4 SP No.2(flat)*Except*T2:2x4 SP No.1
(flat)
BOT CHORD 2x4 SP No.1(flat)*Except*B1:2x4 SP No.2
(flat)
WEBS 2x4 SP No.3(flat)*Except*W2,W4:2x4 SP
No.2(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-4-5 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 1=1575/0-3-0,(min.0-1-8),
15=1575/0-3-10,(min.0-1-8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 1-2=-1870/0,2-3=-4153/0,3-4=-4153/0,
4-5=-4145/0,5-6=-6824/0,6-7=-6824/0,
7-8=-6990/0,8-9=-6990/0,9-10=-4144/0,
10-11=-4150/0,11-12=-4150/0,
12-13=-4150/0
BOT CHORD 23-24=0/1867,22-23=0/1867,21-22=0/1856,
20-21=0/5921,19-20=0/6824,18-19=0/6824,
17-18=0/5888,16-17=0/1878,15-16=0/1893
WEBS 2-24=-1413/0,1-24=0/2354,6-20=-664/0,
7-19=-253/6,2-21=0/2556,3-21=-297/0,
5-21=-1967/0,5-20=0/1410,7-18=-498/600,
8-18=-518/0,9-18=0/1227,9-17=-1934/0,
12-17=-279/0,13-17=0/2535,13-15=-2407/0
NOTES
1) Unbalanced floor live loads have been considered for
this design.
2) Provide mechanical connection(by others)of truss to
bearing plate atjoint(s)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
2447615 F07 Floor 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:21 Page:1
ID:?6upeGVA8t6lOMOzuDBu_WybSFu-vnpFKGgX14Px7q F8Znl6RgOf8vUpV_7C_Wg2EryYlb4
2-6-0
w 2-5-4
2-5-4
7x10=
7x10=
8x10=
3x6 FP 6x8= 4x6n 5x6n
3x6 FP
O 9 3 4 5 6 7 8 9 10 11 12 1314
24 2322 21 20 19 18 17 16
5x12= 7x10=
6x8= 3x6 FP 5x6n 6x8=
7x10= 3x6 FP
10-8-12
0-3-8 9-8-12
4-2-8 8-8-12 24-0-8
3-11-0 4-6-4 13-3-12
0-3-8 1-0-01-0-0
Scale=1:51.7
Plate Offsets(X,Y): [1:Edge,0-3-8],[2:0-4-12,Edge],[7:0-3-0,Edge],[18:0-2-12,Edge],[20:0-3-0,Edge],[21:0-3-0,Edge],[22:0-4-12,Edge],[24:0-1-8,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.38 19-20 >739 360 MT20 244/190
TCDL 25.0 Lumber DOL 1.00 BC 0.60 Vert(CT) -0.67 19-20 >424 240
BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) -0.01 15 n/a n/a
BCDL 5.0 Code FBC2020/TP12014 Matrix-S Weight:193 lb FT=20%F,11%E
LUMBER
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)*Except*B2:2x4 SP M 31
(flat)
WEBS 2x4 SP No.3(flat)*Except*W2,W7,W4:2x4
SP No.2(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-6-4 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 1=1643/0-3-0,(min.0-1-8),
15=1663/0-3-10,(min.0-1-8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 14-15=0/351,1-2=-2261/0,2-3=-4611/0,
3-4=-4605/0,4-5=-4605/0,5-6=-7321/0,
6-7=-7321/0,7-8=-7654/0,8-9=-7654/0,
9-10=-5386/0,10-11=-5386/0,11-12=-5386/0
BOT CHORD 23-24=0/2182,22-23=0/2182,21-22=0/6420,
20-21=0/7321,19-20=0/7321,18-19=0/6851,
17-18=0/3171,16-17=0/3171,15-16=0/3171
WEBS 2-24=-1491/0,1-24=0/2753,6-21=-615/0,
7-20=-330/0,7-19=-395/770,8-19=-452/0,
9-19=0/893,9-18=-1631/0,10-18=-338/0,
12-18=0/2465,12-15=-3360/0,13-15=-591/0,
2-22=0/2648,4-22=-257/0,5-22=-2020/0,
5-21=0/1444
NOTES
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are 3x6 MT20 unless otherwise indicated.
3) Provide mechanical connection(by others)of truss to
bearing plate atjoint(s)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
2447615 F08 Floor 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:21 Page:1
ID:ZW Ih5l_gJ MOuxcPJIILQfFybSBO-vnpFKGgX14Px7gF8Znl6RgOhOvROVzjC_Wg2EryYlb4
2-6-0
N p
5x6n
1.50n
4x12=
1.5x3n 3x6 FP
6x8= 1.5x3n 1.5x3n 4x6n
3x6= 3x4= 3x8=
0 0 1 2 3 4 5 6 7 8 9011 13 14 0 0
f0 qM
O O p -O O p'
(h M fM M
24 15
23 2221 20 19 18 17 16
1.5x3n 1.5x3n 4x6n
3x6 FP 5x8=
Sx6= 3x6= 3x8=
4x12= 4x6=
10-8-12 21-6-11
0-3-8 9-8-12 21-0-3
��8-8-12���20-11-5�[8-12���20-11-55
8-58-5-4��10-2-s�-2-99
0-3-8 1-0-0 0-0-14
Scale=1:57.4 1-0-0 0-6-8
Plate Offsets(X,Y): [1:0-1-8,Edge],[6:0-1-8,Edge],[12:0-3-0,Edge],[13:0-3-0,Edge],[15:Edge,0-1-8],[16:0-1-8,Edge],[20:0-1-8,Edge],[23:0-1-8,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) -0.31 18-19 >800 360 MT20 244/190
TCDL 25.0 Lumber DOL 1.00 BC 0.78 Vert(CT) -0.54 18-19 >461 240
BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) -0.08 14 n/a n/a
BCDL 5.0 Code FBC2020/TP12014 Matrix-S Weight:117 lb FT=20%F,11%E
LUMBER 5) Recommend 2x6 strongbacks,on edge,spaced at
TOP CHORD 2x4 SP M 31(flat)*Except*T1:2x4 SP No.2 10-00-00 oc and fastened to each truss with 3-1Od
(flat) (0.131"X 3")nails. Strongbacks to be attached to walls
BOT CHORD 2x4 SP No.1(flat)*Except*B2:2x4 SP M 31 at their outer ends or restrained by other means.
(flat) 6) Gap between inside of top chord bearing and first
WEBS 2x4 SP No.3(flat)*Except*W4:2x4 SP No.2 diagonal or vertical web shall not exceed 0.500in.
(flat) LOAD CASE(S) Standard
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=1415/0-3-0,(min.0-1-8),
14=-884/0-3-0,(min.0-1-8),
15=2432/Mechanical,(min.0-1-8)
Max Uplift 14=-908(LC 3)
Max Grav 1=1 415(LC 3),14=-353(LC 4),
15=2432(LC 1)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 13-15=-2422/0,1-2=-1666/0,2-3=-3548/0,
3-4=-3548/0,4-5=-5141/0,5-6=-5141/0,
6-7=-4826/0,7-8=-4826/0,8-9=-1932/0,
9-10=-1932/0,10-11=-1932/0,11-12=-1882/0,
12-13=-956/0
BOT CHORD 22-23=0/1663,21-22=0/1663,20-21=0/4699,
19-20=0/5141,18-19=0/5141,17-18=0/3680,
16-17=0/956
WEBS 2-23=-1242/0,1-23=0/2097,12-16=-867/0,
13-16=0/1286,5-20=-451/0,6-18=-764/77,
7-18=-424/0,8-18=0/1300,8-17=-1984/0,
10-17=-362/0,12-17=0/1659,2-21=0/2128,
3-21=-361/0,4-21=-1306/0,4-20=0/899
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 atjoint(s)1,14.
4) Provide mechanical connection(by others)of truss to
bearing plate capable of withstanding 908 lb uplift at joint
14.
Job Truss Truss Type Qty Ply
2447615 F09 Floor 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:22 Page:1
ID:GJgTEM4HPPJIK9W1 MwuwggybS4q-NzNdYch93NXol_gK7UGLztYs5JIIES?LCAZcmHyYlb3
2-6-0 � o
N
2-5-14
5x6n I 1.5x3n 1.5x311 1.5x3n 6x8n
5x8= 3x4= 3x4= 6x8=
m CD 2 3 4 5 7 89 1 11 C)
AM-(
0 � O .
1- -5 0
� f�N19 12 \c�ch
18 17 16 15 14 13
1.5x3 n 4x12= 1.5x3 n 5x6=
4x6= 3x4= 5x8=
1.5x3 n
10-8-12
0-3-8 9-8-12 18-1-2
8-8-12 1 L L 17-6-10
8-5-4 11-0-11-0-0 6-9-14
0-3-8 0-6-8
Scale=1:48.9
Plate Offsets(X,Y): [6:0-1-8,Edge],[9:0-1-8,Edge],[10:0-3-0,Edge],[13:0-1-8,Edge],[16:0-1-8,Edge],[18:0-1-8,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.53 Vert(LL) -0.24 16-17 >876 360 MT20 244/190
TCDL 25.0 Lumber DOL 1.00 BC 0.94 Vert(CT) -0.41 16-17 >524 240
BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) -0.05 11 n/a n/a
BCDL 5.0 Code FBC2020/TP12014 Matrix-S Weight:98 lb FT=20%F,11%E
LUMBER
TOP CHORD 2x4 SP M 31(flat)*Except*T1:2x4 SP No.2
(flat)
BOT CHORD 2x4 SP No.1(flat)
WEBS 2x4 SP No.3(flat)*Except*W7:2x4 SP 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, Except:
2-2-0 oc bracing:15-16,14-15.
REACTIONS (lb/size) 1=1242/0-3-0,(min.0-1-8),
11=1236/0-3-0,(min.0-1-8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 1-2=-1448/0,2-3=-3015/0,3-4=-3015/0,
4-5=-3962/0,5-6=-3962/0,6-7=-3131/0,
7-8=-3131/0,8-9=-3071/0,9-10=-1704/0
BOT CHORD 17-18=0/1445,16-17=0/3822,15-16=0/3962,
14-15=0/3962,13-14=0/1704
WEBS 2-18=-1090/0,1-18=0/1822,9-13=-1505/0,
10-13=0/2293,5-16=-283/17,6-14=-1128/0,
7-14=-335/0,9-14=0/1596,2-17=0/1772,
3-17=-347/0,4-17=-916/0,4-16=-112/529
NOTES
1) Unbalanced floor live loads have been considered for
this design.
2) Provide mechanical connection(by others)of truss to
bearing plate atjoint(s)1,11.
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.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
2447615 F10 Floor 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:22 Page:1
I D:IbLZjyvZ9c?V6ml Ivvd5zNybS31-NzNdYch93NXol_gK7U GLztYoLJpfET5LCAZcmHyYlb3
260 N
Sx6n
5x6n 1.5x3n 1.5x3n 3x6n
3x8= 3x4= 3x4=
2 3 4 6 78 10 CD
M
CL
1 0 .n
M 17 11 ro
16 15 14 13 12
1.5x3 n 3x8= 1.5x3 n
4x6= 3x4= 5x8=
1.5x3 n
10-8-12
0-3-8 9-8-12 14-7-9
8-8-12 L 14-1-1
8-5-4 1 3-4-5 1
0-3-8 1-0-01-0-0 0-6-8
Scale=1:50.4
Plate Offsets(X,Y): [6:0-1-8,Edge],[9:0-3-0,Edge],[14:0-1-8,Edge],[16:0-1-8,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL) -0.23 14-15 >729 360 MT20 244/190
TCDL 25.0 Lumber DOL 1.00 BC 0.69 Vert(CT) -0.41 14-15 >417 240
BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) -0.03 10 n/a n/a
BCDL 5.0 Code FBC2020/TP12014 Matrix-S Weight:81 lb FT=20%F,11%E
LUMBER
TOP CHORD 2x4 SP M 31(flat)*Except*T1:2x4 SP No.2
(flat),T3:2x4 SP No.1(flat)
BOT CHORD 2x4 SP M 31(flat)
WEBS 2x4 SP No.3(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=999/0-3-0,(min.0-1-8),
10=994/0-3-0,(min.0-1-8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 1-2=-1142/0,2-3=-2269/0,3-4=-2269/0,
4-5=-2318/0,5-6=-2318/0,6-7=-1256/0,
7-8=-1231/0,8-9=-1256/0
BOT CHORD 15-16=0/1140,14-15=0/2594,13-14=0/2318,
12-13=0/2318
WEBS 2-16=-877/0,1-16=0/1437,8-12=-481/0,
9-12=0/1689,6-13=0/297,2-15=0/1274,
3-15=-326/0,4-15=-369/0,4-14=-483/23,
6-12=-1400/0
NOTES
1) Unbalanced floor live loads have been considered for
this design.
2) Provide mechanical connection(by others)of truss to
bearing plate atjoint(s)1,10.
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.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
2447615 F11 Floor 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:22 Page:1
ID:x38rtn3nY55ud WdIX3LcsdybS2F-NzNdYch93NXol_gK7UGLztYoiJs5EWmLCAZcmHyYlb3
2-6-0
4x6n 1.5x3n 3x6u
3x8= 3x4= 46n
\ m 1 2 3 4 56 7 8 d?
1- -0 oo W W W oo
A c�c�
� � 13 9 �
12 11 10
1.5x3 n 3x6=
3x6= 5x8=
1.5x3 n
0-3-8 11-2-0
10-7-8
10-4-0
Scale=1:45.3 0-3-8 0-6-8
Plate Offsets(X,Y): [7:0-3-0,Edge],[12:0-1-8,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) -0.05 10-11 >999 360 MT20 244/190
TCDL 25.0 Lumber DOL 1.00 BC 0.47 Vert(CT) -0.11 10-11 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) -0.02 8 n/a n/a
BCDL 5.0 Code FBC2020/TP12014 Matrix-S Weight:64 lb FT=20%F,11%E
LUMBER
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(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=757/0-3-0,(min.0-1-8),
8=751/0-3-0,(min.0-1-8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 1-2=-844/0,2-3=-1491/0,3-4=-1491/0,
4-5=-991/0,5-6=-995/0,6-7=-991/0
BOT CHORD 11-12=0/842,10-11=0/1395
WEBS 2-12=-627/0,1-12=0/1062,6-10=-555/0,
7-10=0/1333,2-11=0/732,3-11=-354/0,
4-10=-503/0
NOTES
1) Provide mechanical connection(by others)of truss to
bearing plate atjoint(s)1,8.
2) 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.
3) Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
2447615 F12 Floor 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:22 Page:1
ID:Q3HVnZi014fVsWcla_HpzaybSl R-NzNdYch93NXol_gK7UGLztYswJxcEZWLCAZcmHyYlb3
2-6-0
0
3x6 n
4x6 n 1.5011 4x6 n
3x8=
m Q 2 45 7 9
o W W yy9 .
1 0
M 12 11 10 9 2�1
8 \cn
1.5x3 n 3x6= 1.5x3 n
3x4= 3x4=
0-3-8 7-8-7
7-1-15
6-10-7
Scale=1:44.4 0-3-8 0-6-8
Plate Offsets(X,Y): [6:0-3-0,Edge],[9:0-1-8,Edge],[11:0-1-8,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL) -0.02 10 >999 360 MT20 244/190
TCDL 25.0 Lumber DOL 1.00 BC 0.18 Vert(CT) -0.04 9 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT) -0.01 7 n/a n/a
BCDL 5.0 Code FBC2020/TP12014 Matrix-P Weight:49 Ib FT=20%F,11%E
LUMBER
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(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=514/0-3-0,(min.0-1-8),
7=509/0-3-0,(min.0-1-8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 1-2=-554/0,2-3=-698/0,3-4=-698/0,
4-5=-700/0,5-6=-603/0
BOT CHORD 10-11=0/552,9-10=0/603
WEBS 2-11=-399/0,1-11=0/697,5-9=-532/0,
6-9=0/811
NOTES
1) Provide mechanical connection(by others)of truss to
bearing plate atjoint(s)1,7.
2) 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.
3) Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
2447615 F13 Floor 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:22 Page:1
I D:78BiV_VOLiVogWkgGcH BkybRwc-NzNdYch93NXol_gK7UGLztYwJJz7EdFLCAZcmHyYlb3
H9�
3x6 n 3x6 n
3x6 n
\ 9 1 2 4 o
T-0
o o W o 0
c> ' h
\ \ 7 6 5 \
1.5x3 n 1.5x3 n
3x6=
0-3-8 4-2-14
3-8-6
3-4-14
0-3-8 0-6-8
Scale=1:43.6
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.26 Vert(LL) -0.01 5 >999 360 MT20 244/190
TCDL 25.0 Lumber DOL 1.00 BC 0.02 Vert(CT) -0.01 5 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.00 4 n/a n/a
BCDL 5.0 Code FBC2020/TP12014 Matrix-P Weight:28 lb FT=20%F,11%E
LUMBER
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-2-14 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 1=272/0-3-0,(min.0-1-8),
4=266/0-3-0,(min.0-1-8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
WEBS 2-6=-378/0,1-6=0/312,3-6=0/322
NOTES
1) Provide mechanical connection(by others)of truss to
bearing plate atjoint(s)1,4.
2) 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.
3) Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
2447615 F14 Floor 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:22 Page:1
ID:Ou9Rg3cuHTNRWXPCYPs7k9ybSrB-NzNdYch93NXol_gK7UGLztYp6Jr_ESiLCAZcmHyYlb3
260 N
v
3x6 n
5x6n 1.5x3n 3x4= 5x8= 3x6n
3x8= 3x4= 1.5x3n 3x6n
m 0 1 3 4 5 6 7 8 910 11 1 13 0 M
1 0 �C? � o
r� 22 14 ro
21 20 19 18 17 15
1.5x3n 3x6= 1.Sx3n
4x6= 1.5x3n 4x12= 3x6= 3x6=
1.5x3 n
18-3-12
0-3-8 7-9-88-9-8 17-7-12
6-9-8 14-2-0 17-7-6
6-6-0 5-4-8 3-5-6
0-3-8 1-0-01-0-0 0-0-6
0-8-0
Scale=1:51.8
Plate Offsets(X,Y): [5:0-1-8,Edge],[6:0-1-8,Edge],[8:0-3-0,Edge],[21:0-1-8,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) -0.16 19-20 >999 360 MT20 244/190
TCDL 25.0 Lumber DOL 1.00 BC 0.54 Vert(CT) -0.26 19-20 >654 240
BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) -0.03 13 n/a n/a
BCDL 5.0 Code FBC2020/TP12014 Matrix-S Weight:104 lb FT=20%F,11%E
LUMBER
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 31(flat)
WEBS 2x4 SP No.3(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, Except:
6-0-0 oc bracing:16-17,15-16.
REACTIONS All bearings 0-1-8.except 1=0-2-14,13=0-3-8,
16=0-6-0
(lb)- Max Uplift All uplift 100(lb)or less at joint(s)
except 14=-153(LC 5)
Max Grav All reactions 250(lb)or less at joint
(s)13,14 except 1=912(LC 5),
16=1625(LC 3)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 2-3=-1215/0,3-4=-2066/0,4-5=-2066/0,
5-6=-2068/0,6-7=-957/0,7-8=-957/0,
8-9=0/965,9-10=0/959
BOT CHORD 20-21=0/1218,19-20=0/2068,18-19=0/2068,
17-18=0/2068,16-17=-965/0,15-16=-475/31
WEBS 3-21=-925/0,2-21=0/1537,8-16=-1199/0,
3-20=0/957,4-20=-358/0,6-17=-1257/0,
7-17=-338/0,8-17=0/1878,10-16=-678/0,
10-15=0/484,12-15=-276/113
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 atjoint(s)1.
4) Provide mechanical connection(by others)of truss to
bearing plate capable of withstanding 153 lb uplift at joint
14.
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) CAUTION,Do not erect truss backwards.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
2447615 F15 Floor 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:22 Page:1
I D:m bM u4TygeN C Rgzlzl Hw4yFybSvw-NzN dYch93 NXoI_q K7U GLztYoZJ IC EU LLCAZcm HyYI b3
Cq
I I N
2-6-0 7 L �
2-7-8
4x6n
3x4= 3x4=
3x6n 3x4= 1.5x3n 3x6= 3x4= 3x6 FP
3x6= 1.5x3n 1.5x311 5x6n
1 2 3 4 5 6 7 8 9 1U1 12 1415 Q
�000
+0M M M M
B216
23 22 20 19 18 17
3x4= 21 1.5x3n
3x6 FP 3x6= 4x6=
3x6= 3x6= 3x6= 1.5x3n
0-8-6 14-11-11
0-8-0 13-11-11 21-6-15
7-7-3 12-11-11 21-3-7
6-10-13 15-4-8 6-3-12
0-8-0 1-0-0 0-3-8
0-0-6 1-0-0
Scale=1:53.8
Plate Offsets(X,Y): [9:0-1-8,Edge],[13:0-3-0,Edge],[14:0-3-0,Edge],[17:0-1-8,Edge],[20:0-1-8,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) -0.18 18-19 >912 360 MT20 244/190
TCDL 25.0 Lumber DOL 1.00 BC 0.91 Vert(CT) -0.30 18-19 >561 240
BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) -0.03 15 n/a n/a
BCDL 5.0 Code FBC2020/TP12014 Matrix-S Weight:116 lb FT=20%F,11%E
LUMBER 6) Recommend 2x6 strongbacks,on edge,spaced at
TOP CHORD 2x4 SP No.2(flat) 10-00-00 oc and fastened to each truss with 3-10d
BOT CHORD 2x4 SP No.2(flat)*Except*B2:2x4 SP No.1 (0.131"X 3")nails. Strongbacks to be attached to walls
(flat) at their outer ends or restrained by other means.
WEBS 2x4 SP No.3(flat) 7) CAUTION,Do not erect truss backwards.
BRACING LOAD CASE(S) Standard
TOP CHORD Structural wood sheathing directly applied or
5-1-1 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing, Except:
6-0-0 oc bracing:21-22.
REACTIONS All bearings 0-3-8.except 15=0-2-14,24=
Mechanical,21=0-6-0
(lb)- Max Uplift All uplift 100(lb)or less atjoint(s)1
Max Grav All reactions 250(lb)or less at joint
(s)1 except 15=917(LC 5),
21=1648(LC 4),24=583(LC 12)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 2-24=-309/0,4-5=-419/252,5-6=-419/252,
6-7=0/947,7-8=-2121/0,8-9=-2121/0,
9-10=-1906/0,10-11=-1906/0,11-12=-1906/0,
12-13=-1895/0,13-14=-1191/0
BOT CHORD 23-24=0/522,22-23=0/522,21-22=-947/0,
20-21=0/1077,19-20=0/2121,18-19=0/2121,
17-18=0/1191
WEBS 13-17=-918/0,14-17=0/1503,6-21=-834/0,
8-20=-413/0,4-24=-592/0,4-22=-505/0,
5-22=-290/0,6-22=0/885,7-21=-1850/0,
7-20=0/1192,9-18=-320/0,10-18=-329/0,
13-18=0/876
NOTES
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are 3x6 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 atjoint(s)15.
5) Provide mechanical connection(by others)of truss to
bearing plate capable of withstanding 100 lb uplift at joint
(s)1.
Job Truss Truss Type Qty Ply
2447615 F16 Floor 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:23 Page:1
I D:py81 OMF6Y?CrLin7Elag9eybj E1-rAxOlyinghffM8PXhCnaW55zSj5czywVRgJ9lkyYlb2
I I N
2-6-0 I I 2-7-8
3x4= 3x4= 4x6n
3x6 FP
3x6n 3x4= 1.5x311 3x4n 1.5x3n 1.5x3n 5x6n
3x4= 3x6= 3x4=
m CD 1 2 3 4 5 6 7 8 9 10 11 423 1415 CD M
�000 o
M M (h M
23 22 20 19 18 17
3x4= 21 1.5x3 n
3x6 FP 3x8= 4x6=
3x6= 3x6= 3x6= 1.5x311
17-5-13
0-3-14 16-5-13 23-10-12
10-1-5 15-5-12 23-7-4
9-9-7 5-4-8 6-1-7
0-3-14 1-0-0 0-3-8
1-0-0
Scale=1:52.6
Plate Offsets(X,Y): [9:0-1-8,Edge],[13:0-3-0,Edge],[14:0-3-0,Edge],[17:0-1-8,Edge],[20:0-1-8,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) -0.18 18-19 >918 360 MT20 244/190
TCDL 25.0 Lumber DOL 1.00 BC 0.90 Vert(CT) -0.29 18-19 >568 240
BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) -0.03 15 n/a n/a
BCDL 5.0 Code FBC2020/TP12014 Matrix-S Weight:127 lb FT=20%F,11%E
LUMBER LOAD CASE(S) Standard
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)*Except*B2:2x4 SP No.1
(flat)
WEBS 2x4 SP No.3(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-4-14 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing, Except:
6-0-0 oc bracing:21-22.
REACTIONS (lb/size) 1=567/0-3-8,(min.0-1-8),
15=880/0-2-14,(min.0-1-8),
21=1841/0-6-0,(min.0-1-8)
Max Grav 1=642(LC 8),15=897(LC 4),
21=1841(LC 1)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 1-24=0/502,3-4=-1124/0,4-5=-1124/0,
5-6=0/1068,6-7=0/1071,7-8=-2033/0,
8-9=-2033/0,9-10=-1800/0,10-11=-1800/0,
11-12=-1800/0,12-13=-1788/0,
13-14=-1161/0
BOT CHORD 23-24=0/898,22-23=0/898,21-22=-163/611,
20-21=0/1011,19-20=0/2033,18-19=0/2033,
17-18=0/1161
WEBS 13-17=-899/0,14-17=0/1465,6-21=-318/0,
8-20=-418/0,3-24=-1019/0,3-22=-22/257,
4-22=-342/0,5-22=0/832,5-21=-1215/0,
7-21=-1839/0,7-20=0/1200,9-18=-294/0,
11-18=-325/0,13-18=0/813
NOTES
1) Unbalanced floor live loads have been considered for
this design.
2) Provide mechanical connection(by others)of truss to
bearing plate atjoint(s)15.
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.
Job Truss Truss Type Qty Ply
2447615 F17 Floor 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:23 Page:1
I D:XJ D5OwO_ZyftgeR6Dn2LVNybTSD-rAxOlyinghffM8PXhCnaW5503j7Uzy4VRgJ9lkyYlb2
I I N �`y
2-6-0 L 'I
2-7-8
1.5x3 n
3x4= 3x4=
3x4= 3x4= 1.5x3n 3Mn 1.5x3 3x6 FP
n 5x6n
3x6 FP 3x6= 3x6= 3x4= 4x6n
o 00 1 2 3 4 5 6 7 8 9 10 11 12 134 1516 0 o
A
maoo 000
cn M
25 17 ���
24 23 21 20 19 18
3x4= 22 1.5x3 n
3x6 FP 3x8= 4x6=
3x8= 3x6= 3x6= 1.5x3n
0-4-4 16-6-8
0-3-14 15-6-8 22-9-10
1,� 9-2-0 14-6-8 22-6-2
8-9-12 15-4-8 �� 5-11-10
0-3-14 1-0-0 0-3-8
0-0-6 1-0-0
Scale=1:53.8
Plate Offsets(X,Y): [1:0-1-8,Edge],[10:0-1-8,Edge],[14:0-3-0,Edge],[15:0-3-0,Edge],[18:0-1-8,Edge],[21:0-1-8,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) -0.15 19-20 >999 360 MT20 244/190
TCDL 25.0 Lumber DOL 1.00 BC 0.78 Vert(CT) -0.24 19-20 >683 240
BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) -0.02 16 n/a n/a
BCDL 5.0 Code FBC2020/TP12014 Matrix-S Weight:122 lb FT=20%F,11%E
LUMBER 6) CAUTION,Do not erect truss backwards.
TOP CHORD 2x4 SP M 31(flat)*Except*T4:2x4 SP No.1 LOAD CASE(S) Standard
(flat),T2,T5:2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)*Except*B2:2x4 SP No.1
(flat)
WEBS 2x4 SP No.3(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, Except:
6-0-0 oc bracing:22-23.
REACTIONS All bearings 0-3-8.except 22=0-6-0,
16=0-2-14,25=Mechanical
(lb)- Max Grav All reactions 250(lb)or less at joint
(s)1 except 16=883(LC 4),
22=1771(LC 1),25=439(LC 8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 3-4=-888/0,4-5=-888/0,5-6=-888/0,
6-7=0/1036,7-8=0/1041,8-9=-1976/0,
9-10=-1976/0,10-11=-1716/0,11-12=-1716/0,
12-13=-1716/0,13-14=-1706/0,
14-15=-1145/0
BOT CHORD 24-25=0/779,23-24=0/779,22-23=-479/257,
21-22=0/964,20-21=0/1 976,19-20=0/1976,
18-19=0/1145
WEBS 14-18=-886/0,15-18=0/1444,7-22=-266/0,
9-21=-423/0,3-25=-884/0,5-23=-345/0,
6-23=0/989,6-22=-880/0,8-22=-1804/0,
8-21=0/1174,10-19=-321/0,12-19=-314/0,
14-19=0/757
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 atjoint(s)16.
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.
Job Truss Truss Type Qty Ply
2447615 F18 Floor 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:23 Page:1
ID:msl5CvVY?S9oVIN N01 oDfvybRpU-rAxOlyinghffM8PXhCna W55_Oj6YzyN VRgJ9lkyYlb2
o
f0 N
O
2-6-0 L L 2-7-8 �
4x6= 3x6 FP
1.5x3n 1.5x311 1.5x3n 3x6= 3x4= 3x6n
3x4= 3x4= 1.5x3 n 1.5x3 n 5x6 n
1 2 3 4 5 6 7 8 9 10 11 JU 1415 0 0
M
1 0 000
�99
25 16
24 23 22 20 19 18 17
3x4= 21 3x6= 3x6= 1.5x3n
3x6 FP 4x6= 1.5x3n 4x6=
3x6=
3x6=
18-4-15
17-4-15 24-5-12
11-0-7 16-4-14 24-2-4 �
11-0-7 5-4-8 5-9-5
1-0-0 0-3-8
1-0-0
Scale=1:52.5
Plate Offsets(X,Y): [9:0-1-8,Edge],[14:0-3-0,Edge],[17:0-1-8,Edge],[20:0-1-8,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL) -0.16 18-19 >990 360 MT20 244/190
TCDL 25.0 Lumber DOL 1.00 BC 0.84 Vert(CT) -0.26 18-19 >616 240
BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) -0.02 15 n/a n/a
BCDL 5.0 Code FBC2020/TP12014 Matrix-S Weight:131 lb FT=20%F,11%E
LUMBER
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)*Except*B2:2x4 SP No.1
(flat)
WEBS 2x4 SP No.3(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, Except:
6-0-0 oc bracing:21-22.
REACTIONS (lb/size) 15=843/0-2-14,(min.0-1-8),
21=1920/0-6-0,(min.0-1-8),
25=652/0-5-1,(min.0-1-8)
Max Grav 15=843(LC 1),21=1920(LC 1),
25=717(LC 8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 2-3=-1397/0,3-4=-1397/0,4-5=-47/722,
5-6=-47/722,6-7=0/1164,7-8=-1902/0,
8-9=-1902/0,9-1 0=-1 618/0,10-11=-1618/0,
11-12=-1618/0,12-13=-1606/0,
13-14=-1116/0
BOT CHORD 24-25=0/1051,23-24=0/1051,22-23=0/1046,
21-22=-1164/0,20-21=0/921,19-20=0/1902,
18-19=0/1 902,17-18=0/1 116
WEBS 13-17=-869/0,14-17=0/1408,6-21=-1077/0,
8-20=-408/0,2-25=-1192/0,2-23=0/393,
3-23=-317/0,4-23=0/616,4-22=-1355/0,
6-22=0/949,7-21=-1826/0,7-20=0/1168,
9-18=-320/0,11-18=-304/0,13-18=0/707
NOTES
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are 3x6 MT20 unless otherwise indicated.
3) Provide mechanical connection(by others)of truss to
bearing plate atjoint(s)15.
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
2447615 F19 Floor 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:23 Page:1
I D:nysoT9KB_Lj9fBaRNJOAQEybRoQ-rAxOlyinghffM8PXhCna W55_Yj6YzxRVRgJ9lkyYlb2
ao
0 0
2-6-0
oL 2-7-8 L 1.5x3n
5x12= 3x8= 3x6n
3x6 FP
1.Sx3 n
MT20HS 3x12= 3x4= 5x8= 3x6= 3x4=
3x6 FP 1.5x3n 3x4n 1.5x311 5x6n
1 3 4 5 6 7 8 9 10 11 12 13145 1 7
o ao
C9�C)� � 1- -0
o 33 18
27 26 25 24 22 21 20 19
1.5x3 n 23 1.5x3 n
3x6= 3x6 FP 3x8=
4x6= 5x8= 3x6= 3x6= 1.5x3n
4x6=
21-4-8
0-7-8 20-4-8 27-1-1
7-1-9 14-0-0 19-4-8 26-11-9 1
6-6-1 6-10-7 5-4-8 5-7-1 4
0-7-8 1-0-0 0-1-8
Scale=1:56.3 1-0-0
Plate Offsets(X,Y): [1:0-3-0,Edge],[11:0-1-8,Edge],[16:0-3-0,Edge],[19:0-1-8,Edge],[22:0-1-8,Edge],[27:0-1-8,Edge],[30:0-4-8,0-1-8]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) -0.15 20-21 >999 360 MT20 244/190
TCDL 25.0 Lumber DOL 1.00 BC 0.84 Vert(CT) -0.24 20-21 >651 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.02 23 n/a n/a
BCDL 5.0 Code FBC2020/TP12014 Matrix-S Weight:152 Ib FT=20%F,11%E
LUMBER 5) Provide mechanical connection(by others)of truss to
TOP CHORD 2x4 SP No.2(flat) bearing plate atjoint(s)17.
BOT CHORD 2x4 SP No.2(flat)*Except*B2:2x4 SP No.1 6) Recommend 2x6 strongbacks,on edge,spaced at
(flat) 10-00-00 oc and fastened to each truss with 3-1 Od
WEBS 2x4 SP No.3(flat)*Except*W1:2x4 SP No.2 (0.131"X 3")nails. Strongbacks to be attached to walls
(flat) at their outer ends or restrained by other means.
OTHERS 2x4 SP No.3(flat) 7) CAUTION,Do not erect truss backwards.
BRACING LOAD CASE(S) Standard
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, Except:
6-0-0 oc bracing:23-24,22-23.
REACTIONS (lb/size) 17=785/0-0-14,(min.0-1-8),
23=2132/0-6-0,(min.0-1-8),
30=778/0-3-0,(min.0-1-8)
Max Grav 17=828(LC 4),23=2132(LC 1),
30=827(LC 8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 1-2=-1085/0,2-3=-1950/0,3-4=-1950/0,
4-5=-1950/0,5-6=-1618/0,6-7=-1618/0,
7-8=0/1452,8-9=0/1457,9-10=-1736/0,
10-11=-1736/0,11-12=-1430/0,
12-13=-1430/0,13-14=-1430/0,
14-15=-1416/0,15-16=-1065/0
BOT CHORD 27-28=0/294,26-27=0/1084,25-26=0/2092,
24-25=0/2092,23-24=-283/409,
22-23=-155/787,21-22=0/1736,
20-21=0/1736,19-20=0/1065
WEBS 2-27=-737/0,1-27=0/1092,15-19=-763/0,
16-19=0/1300,8-23=-292/0,10-22=-417/0,
2-26=0/978,4-26=-337/0,5-24=-704/0,
6-24=-346/0,7-24=0/1533,7-23=-1524/0,
9-23=-1838/0,9-22=0/1196,11-20=-345/67,
13-20=-311/0,15-20=0/617,1-30=-942/0
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 3x6 MT20 unless otherwise indicated.
4) Bearing atjoint(s)30 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
Job Truss Truss Type Qty Ply
2447615 F20 Floor 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:23 Page:1
I D:L4kFMpcBActigrnXlkNjvOybRkB-rAxOlyinghffM8PXhCna W55_Oj6Yzy4VRgJ9lkyYlb2
_ o
2-6-0
N
O O
3x6 FP 1
2-7-8
3x4n 5x6= 3x6 FP
5x6n 1.5x311 1.5x311 3x6= 3x4= 3x6n
4x6= 3x4= 3x6= 1.5x3n 1.5x3n 5x6n
0 0 1 3 4 5 6 7 8 910 11 12 13 14 15167 1 9 0 0
990
0 0
��� 31 20
30 29 28 27 26 24 23 22 21
1.5x3n 25 3x6= 3x6= 1.5x3n
3x6 FP 5x6= 1.5x3n
4x6= 3x8= 4x6=
3x6=
4x6=
21-1-14
0-3-15 20-1-13 26-10-3
2-10-11 13-9-5 19-1-13 L 1, 26-6-10 1,1,
2-6-11 10-10-11 5-4-8 1'1 5-4-13
0-3-15 1-0-0 0-3-8
1-0-0
Scale=1:57
Plate Offsets(X,Y): [13:0-1-8,Edge],[18:0-3-0,Edge],[21:0-1-8,Edge],[24:0-1-8,Edge],[30:0-1-8,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL) -0.16 22-23 >999 360 MT20 244/190
TCDL 25.0 Lumber DOL 1.00 BC 0.84 Vert(CT) -0.25 22-23 >630 240
BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) -0.04 19 n/a n/a
BCDL 5.0 Code FBC2020/TP12014 Matrix-S Weight:150 lb FT=20%F,11%E
LUMBER 4) Recommend 2x6 strongbacks,on edge,spaced at
TOP CHORD 2x4 SP No.2(flat) 10-00-00 oc and fastened to each truss with 3-10d
BOT CHORD 2x4 SP No.2(flat)*Except*B2:2x4 SP No.1 (0.131"X 3")nails. Strongbacks to be attached to walls
(flat) at their outer ends or restrained by other means.
WEBS 2x4 SP No.3(flat) 5) CAUTION,Do not erect truss backwards.
BRACING LOAD CASE(S) Standard
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, Except:
6-0-0 oc bracing:25-26,24-25.
REACTIONS (lb/size) 1=832/0-2-7,(min.0-1-8),
19=776/0-2-14,(min.0-1-8),
25=2143/0-5-15,(min.0-1-8)
Max Grav 1=862(LC 3),19=820(LC 4),
25=2143(LC 1)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 2-3=-1133/0,3-4=-1492/0,4-5=-1487/0,
5-6=-1487/0,6-7=-1937/0,7-8=-1937/0,
8-9=0/1052,9-10=0/1052,10-11=0/1491,
11-12=-1711/0,12-13=-1711/0,
13-14=-1410/0,14-15=-1410/0,
15-16=-1410/0,16-17=-1398/0,
17-18=-1071/0
BOT CHORD 29-30=0/1137,28-29=0/2042,27-28=0/2042,
26-27=0/1132,25-26=-1491/0,
24-25=-183/751,23-24=0/1711,
22-23=0/1711,21-22=0/1071
WEBS 3-30=-901/0,2-30=0/1446,17-21=-844/0,
18-21=0/1351,10-25=-1295/0,12-24=-420/0,
3-29=0/670,6-29=-629/0,6-27=-281/0,
7-27=-324/0,8-27=0/1076,8-26=-1807/0,
10-26=0/1167,11-25=-1852/0,11-24=0/1211,
13-22=-339/77,15-22=-293/0,17-22=0/582
NOTES
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are 3x6 MT20 unless otherwise indicated.
3) Provide mechanical connection(by others)of truss to
bearing plate atjoint(s)1,19.
Job Truss Truss Type Qty Ply
2447615 F21 Floor 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:24 Page:1
ID:7KUYihmq F I IR1 COkA6aS6wybRhP-rAxOlyinghffM8PXhCnaW55ygj6mzvyVRqJ9lkyYlb2
2-6-0 X$ I 2-7-5
r;
270 LO
3x4= 3x6 FP
5x6n 1.5x3n 3x4= 5x8= 1.5x3n 3x6n
3x8= 1.5x3n 3x6= 3x4= 5x6n
m#�)CD 12 3 4 5 6 7 8 9 10 11 12 4 1516 C) M
o �000
M M
27 17
26 25 X 22 21 19 18
1.5x3n 3x6= 1.5x3n 20
3x6= Sx8=
4x6= 4x12= 3x8= 1.5x3n
MT20HS 3x8 FP
1.5x3 n
7-6-1
0-3-8 6-6-1 25-6-2
5-6-1 12-11-9 1, 25-2-2
5-2-8 5-5-8 12-2-10
0-3-8 1-0-0 0-3-15
Scale=1:55.4
1-0-0
Plate Offsets(X,Y): [5:0-1-8,Edge],[6:0-1-8,Edge],[8:0-3-0,Edge],[15:0-3-0,Edge],[26:0-1-8,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.85 Vert(LL) -0.10 23-25 >999 360 MT20 244/190
TCDL 25.0 Lumber DOL 1.00 BC 0.89 Vert(CT) -0.17 23-25 >943 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) -0.03 16 n/a n/a
BCDL 5.0 Code FBC2020/TP12014 Matrix-S Weight:139 lb FT=20%F,11%E
LUMBER LOAD CASE(S) Standard
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)*Except*B2:2x4 SP No.1
(flat)
WEBS 2x4 SP No.3(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, Except:
6-0-0 oc bracing:20-21,19-20.
REACTIONS (lb/size) 1=754/0-2-14,(min.0-1-8),
16=719/0-2-6,(min.0-1-8),
20=2091/0-8-0,(min.0-1-8)
Max Grav 1=794(LC 3),16=767(LC 4),
20=2091(LC 1)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 2-3=-1046/0,3-4=-1638/0,4-5=-1638/0,
5-6=-1579/0,6-7=-665/156,7-8=-665/156,
8-9=0/1435,9-10=-1447/0,10-11=-1447/0,
11-12=-1447/0,12-13=-1060/0,
13-14=-1068/0,14-15=-1060/0
BOT CHORD 25-26=0/1049,24-25=0/1579,23-24=0/1579,
22-23=0/1579,21-22=0/1579,20-21=-1435/0,
19-20=-246/619,18-19=0/1558
WEBS 3-26=-785/0,2-26=0/1323,15-18=0/1330,
5-23=-266/0,8-20=-1209/0,3-25=0/665,
4-25=-383/0,5-25=-18/397,6-21=-1 161/0,
7-21=-341/0,8-21=0/1875,9-20=-1801/Q
9-19=0/1079,10-19=-338/0,12-19=-257/0,
12-18=-559/0,14-18=-508/0
NOTES
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) Provide mechanical connection(by others)of truss to
bearing plate atjoint(s)1,16.
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.
Job Truss Truss Type Qty Ply
2447615 F22 Floor 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:24 Page:1
ID:g 1 c9T1 BsSY9iBKQP4uh7upybRfZ-JMVOzl!Pb?nV_IJFvJp3le8C7PGiMVegU2igAyYlb1
2-6-0cli
�a
v I
L 270
4x6= 3x6 FP
5x6n 1.5x3n 3x4= 5x8= 1.5x3n 3x6n
3x8= 1.5x311 3x6= 3x4= 4611
m 0 12 3 4 5 6 7 8 9 10 11 12 18 1516 Q
00 000
1- -0 0
� ��� 27 17
26 25 24 23 22 21 19 18
1.5x3n 1.5x3n 20
3x6 FP 3x6= 4x6=
4x6= 4x12= 3x6= 1.5x3u
4x6=
1.5x3 n
7-3-12
0-3-8 6-3-12 24-2-1
5-3-12 12-9-4 23-10-2
5-0-4 5-5-8 11-0-13
0-3-8 1-0-0 0-3-15
1-0-0
Scale=1:54.5
Plate Offsets(X,Y): [5:0-1-8,Edge],[6:0-1-8,Edge],[8:0-3-0,Edge],[15:0-3-0,Edge],[26:0-1-8,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) -0.09 23-24 >999 360 MT20 244/190
TCDL 25.0 Lumber DOL 1.00 BC 1.00 Vert(CT) -0.15 23-24 >995 240
BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) -0.02 16 n/a n/a
BCDL 5.0 Code FBC2020/TP12014 Matrix-S Weight:133 lb FT=20%F,11%E
LUMBER
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(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=751/0-2-14,(min.0-1-8),
16=638/0-2-7,(min.0-1-8),
20=1988/0-8-0,(min.0-1-8)
Max Grav 1=783(LC 3),16=691(LC 4),
20=1988(LC 1)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 2-3=-1031/0,3-4=-1601/0,4-5=-1601/0,
5-6=-1547/0,6-7=-677/62,7-8=-677/62,
8-9=0/1316,9-10=-1253/0,10-11=-1253/0,
11-12=-1253/0,12-13=-883/0,13-14=-885/0,
14-15=-883/0
BOT CHORD 25-26=0/1034,24-25=0/1034,23-24=0/1547,
22-23=0/1547,21-22=0/1547,20-21=-1316/0,
19-20=-260/580,18-19=0/1196
WEBS 3-26=-771/0,2-26=0/1304,14-18=-394/0,
15-18=0/1123,5-23=-269/0,8-20=-1187/0,
3-24=0/640,4-24=-411/0,5-24=-51/430,
6-21=-1086/0,7-21=-344/0,8-21=0/1828,
9-20=-1632/0,9-19=0/918,10-19=-349/0,
12-18=-415/0
NOTES
1) Unbalanced floor live loads have been considered for
this design.
2) Provide mechanical connection(by others)of truss to
bearing plate atjoint(s)1,16.
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) CAUTION,Do not erect truss backwards.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
2447615 F23 Floor 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:24 Page:1
I D:3Ek9LVjyEmV2lSuaq Ix8ttyb Rc I-J MVOz I i Pb?n V_IJ FvJ p3le9c7S5iQ6eg U 2igAyYl b 1
2-4-0
2-6-0 L L 2-8-8 L O
o
M 3x6n
1.5x3 n
3x6 FP
4x6n 1.5x3n 6x8= 1.5x3n 5x6n
3x8= 3x4= 3x6= 3x4=
C) 0 1 3 4 5 6 7 8 9 10 11143 1 6 C) M
000 000
1 0 ch ch M A
27 R917
26 25 24 VAI 21 20 1918
1.5x3n 3x6= 2222 3x4= 4x6= 1.5x3n
3x4= 8x12= 1.5x3 n
4x6=
3x6 FP
17-8-8
0-3-15 16-8-8 22-10-0
10-3-0 15-8-8 22-6-8
9-11-1 5-5 0-0
0-3-15 1-0-0 0-3-8
Scale=1:58.1 1-0-0
Plate Offsets(X,Y): [7:0-3-0,Edge],[10:0-1-8,Edge],[15:0-3-0,Edge],[18:0-1-8,Edge],[21:0-1-8,Edge],[23:0-4-0,Edge],[26:0-1-8,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) -0.11 19-20 >999 360 MT20 244/190
TCDL 25.0 Lumber DOL 1.00 BC 0.82 Vert(CT) -0.17 19-20 >878 240
BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT) -0.02 16 n/a n/a
BCDL 5.0 Code FBC2020/TP12014 Matrix-S Weight:128 lb FT=20%F,11%E
LUMBER 4) Recommend 2x6 strongbacks,on edge,spaced at
TOP CHORD 2x4 SP No.2(flat) 10-00-00 oc and fastened to each truss with 3-10d
BOT CHORD 2x4 SP No.2(flat) (0.131"X 3")nails. Strongbacks to be attached to walls
WEBS 2x4 SP No.3(flat) at their outer ends or restrained by other means.
BRACING 5) CAUTION,Do not erect truss backwards.
TOP CHORD Structural wood sheathing directly applied or LOAD CASE(S) Standard
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing, Except:
6-0-0 oc bracing:23-24,22-23.
REACTIONS All bearings 0-8-0.except 1=0-2-7,16=0-2-14
(lb)- Max Uplift All uplift 100(lb)or less at joint(s)
22
Max Grav All reactions 250(lb)or less at joint
(s)except 1=580(LC 3),16=784
(LC 4),22=1331 (LC 4),23=1480
(LC 12)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 2-3=-740/0,3-4=-985/0,4-5=-985/0,
5-6=0/1156,6-7=0/1156,7-8=0/1182,
8-9=-1581/0,9-10=-1581/0,10-11=-1203/0,
11-12=-1203/0,12-13=-1203/0,
13-14=-1210/0,14-15=-1060/0
BOT CHORD 25-26=0/742,24-25=0/742,23-24=-138/535,
22-23=-1182/0,21-22=0/702,20-21=0/1581,
19-20=0/1581,18-19=0/1060
WEBS 3-26=-566/0,2-26=0/944,14-18=-831/0,
15-18=0/1337,7-22=-531/517,9-21=-373/0,
3-24=-21/273,4-24=-329/0,5-24=0/691,
5-23=-1410/0,6-23=-287/26,7-23=-567/227,
8-22=-1718/0,8-21=0/1025,10-19=-433/0,
14-19=0/399
NOTES
1) Unbalanced floor live loads have been considered for
this design.
2) Provide mechanical connection(by others)of truss to
bearing plate atjoint(s)1,16.
3) Provide mechanical connection(by others)of truss to
bearing plate capable of withstanding 100 lb uplift at joint
(s)22.
Job Truss Truss Type Qty Ply
2447615 F24 Floor 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:24 Page:1
I D:RS?OeKv?f7?c2OYc_?7?KuybSfC-J MVOzl i Pb?nV_IJ FvJ p3le I r7ebiZ5eg U 2igAyYl b 1
co
v
5x8=
3x6 n
12 3 o
� om � M
00
1-0
coo � d
u�
�
1.5x3 n
3x4=
0-4-8 2-6-0
2-2-8
1-10-0
0-4-8 0-3-8
Scale=1:46.9
Plate Offsets(X,Y): [1:Edge,0-3-0]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.13 Vert(LL) 0.00 5 >999 360 MT20 244/190
TCDL 25.0 Lumber DOL 1.00 BC 0.02 Vert(CT) 0.00 5 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a
BCDL 5.0 Code FBC2020/TP12014 Matrix-S Weight:19 lb FT=20%F,11%E
LUMBER
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-3-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 3=141/0-3-0,(min.0-1-8),
7=138/0-3-0,(min.0-1-8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
NOTES
1) Bearing atjoint(s)7 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
2) 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.
3) Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
4) CAUTION,Do not erect truss backwards.
LOAD CASE(S) Standard
Job Truss Truss Type Qty I Ply
2447615 FG1 Floor Girder 1 2
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:24 Page:1
I D:V I6hYvozwOfGu 6zzzawoxlyb RRs-J MV Ozl i Pb?nV_IJ FvJ p3le987XEi N weg U 2igAyYl b 1
2-6-0 N 2-6-0
2x4 n 2x4 n 3x8=
3x8= 2x4 n 2x4 n
1 2 3 4 5 6
1- -0 1- -0
10 7
e e 11 9 12 8 13 e a
4x6= 6x8=
6x8= 4x6II=
10-2-15 L
Scale=1:40.8 10-2-15
Plate Offsets(X,Y): [8:0-3-8,0-4-4],[9:0-3-8,0-4-4]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL) -0.08 8-9 >999 360 MT20 244/190
TCDL 25.0 Lumber DOL 1.00 BC 0.49 Vert(CT) -0.13 8-9 >891 240
BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(CT) 0.02 7 n/a n/a
BCDL 5.0 Code FBC2020/TP12014 Matrix-S Weight:110lb FT=11%
LUMBER LOAD CASE(S) Standard
TOP CHORD 2x4 SP No.2 1) Dead+Floor Live(balanced):Lumber Increase=1.00,
BOT CHORD 2x6 SP M 26 Plate Increase=1.00
WEBS 2x4 SP No.3 Uniform Loads(lb/ft)
BRACING Vert:7-10=-10,1-6=-130
TOP CHORD Structural wood sheathing directly applied or Concentrated Loads(lb)
3-9-8 oc purlins, except end verticals. Vert:8=-1323,11=-1323,12=-1323,13=-1323
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 7=3470/0-6-0,(min.0-1-8),
10=3216/0-7-6,(min.0-1-8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 1-2=-368/0,2-3=-8113/0,3-4=-8113/0,
4-5=-8113/0,5-6=-410/0
BOT CHORD 10-11=0/5839,9-11=0/5839,9-12=0/8113,
8-12=0/8113,8-13=0/5874,7-13=0/5874
WEBS 2-10=-5946/0,5-7=-5938/0,2-9=0/3255,
5-8=0/3207,3-9=-262/0
NOTES
1) 2-ply truss to be connected together with 10d(0.131"x3")
nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0
oc.
Bottom chords connected as follows:2x6-2 rows
staggered at 0-7-0 oc.
Web connected as follows:2x4-1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front(F)or back(B)face in the LOAD
CASE(S)section.Ply to ply connections have been
provided to distribute only loads noted as(F)or(B),
unless otherwise indicated.
3) Unbalanced floor live loads have been considered for
this design.
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) Hanger(s)or other connection device(s)shall be
provided sufficient to support concentrated load(s)1323
lb down at 2-4-11,1323 lb down at 4-4-11,and 1323 lb
down at 6-4-11,and 1323 lb down at 8-4-11 on bottom
chord. The design/selection of such connection device
(s)is the responsibility of others.
Job Truss Truss Type Qty I Ply
2447615 FG2 Floor Girder 1 2
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:24 Page:1
ID:5p3?H?a8F5favhXOtolt9gybhCV-J MVOzliPb?nV_IJFvJp3leCb7ZRiTNegU2igAyYlb1
2-5-7
P
I � I
2-8-5 0
2x4 n MT20HS 3x12=
4x6= 3x6=
1 2 3 11 4
o� �
B A
1- -0 Ao� o0
0 ui
8 10 6 5 C�' 0
5x6= 3x4=
4x6=
8-4-11
2-4-4 7-9-11
2-2-4 7-8-13
2-2-4 5-4-9 11
0-2-0 0-0-14
0-7-0
Scale=1:44
Plate Offsets(X,Y): [3:0-3-8,0-1-8]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.53 Vert(LL) 0.00 6-7 >999 360 MT20 244/190
TCDL 25.0 Lumber DOL 1.00 BC 0.35 Vert(CT) -0.01 6-7 >999 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr NO WB 0.43 Horz(CT) 0.00 7 n/a n/a
BCDL 5.0 Code FBC2020/TP12014 Matrix-P Weight:92 lb FT=11
LUMBER 6) Bearing atjoint(s)9 considers parallel to grain value
TOP CHORD 2x4 SP No.2 using ANSI/TPI 1 angle to grain formula. Building
BOT CHORD 2x6 SP No.2 designer should verify capacity of bearing surface.
WEBS 2x4 SP No.3`Except'W6:2x6 SP No.2 7) Provide mechanical connection(by others)of truss to
OTHERS 2x4 SP No.3 bearing plate capable of withstanding 176 lb uplift at joint
BRACING 5.
TOP CHORD Structural wood sheathing directly applied or 8) Recommend 2x6 strongbacks,on edge,spaced at
6-0-0 oc purlins. 10-00-00 oc and fastened to each truss with 3-10d
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc (0.131"X 3")nails. Strongbacks to be attached to walls
bracing. at their outer ends or restrained by other means.
9) CAUTION,Do not erect truss backwards.
REACTIONS (lb/size) 5=115/Mechanical,(min.0-1-8), 10)Hanger(s)or other connection device(s)shall be
7=2709/0-4-0,(min.0-1-10), provided sufficient to support concentrated load(s)945 lb
9=198/0-3-8,(min.0-1-8) down at 0-1-12,218 lb down at 2-4-4,and 563 lb down
Max Uplift 5=-176(LC 15) at 3-10-7,and 179 lb down and 162 lb up at 7-7-15 on
Max Grav 5=115(LC 1),7=2709(LC 1), bottom chord. The design/selection of such connection
9=283(LC 14) device(s)is the responsibility of others.
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 LOAD CASE(S) Standard
(lb)or less except when shown. 1) Dead+Floor Live(balanced):Lumber Increase=1.00,
TOP CHORD 1-2=0/294,2-3=0/1961 Plate Increase=1.00
BOT CHORD 7-8=-1961/0,7-10=-1065/190, Uniform Loads(lb/ft)
6-10=-1065/190 Vert:5-8=-10,1-4=-130
WEBS 2-7=-980/0,2-8=0/1807,4-9=-283/0, Concentrated Loads(lb)
3-7=-1474/0,3-6=-94/969 Vert:5=-179,7=-218,8=-945,10=-563
NOTES
1) 2-ply truss to be connected together with 10d(0.131"x3")
nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0
oc.
Bottom chords connected as follows:2x6-2 rows
staggered at 0-5-0 oc.
Web connected as follows:2x4-1 row at 0-9-0 oc,2x6-
2 rows staggered at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front(F)or back(B)face in the LOAD
CASE(S)section.Ply to ply connections have been
provided to distribute only loads noted as(F)or(B),
unless otherwise indicated.
3) Unbalanced floor live loads have been considered for
this design.
4) All plates are MT20 plates unless otherwise indicated.
5) Refer to girder(s)for truss to truss connections.
Job Truss Truss Type Qty I Ply
2447615 FG3 Floor Girder 1 2
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:24 Page:1
ID:py81 OMF6Y?CrLin7Elag9eybjEl-JMVOzl!Pb?nV_IJFvJp3leKP7ZziZoegU2igAyYlbl
co
2x4 n 2x4 n
3x4=
1 2 3
1- -0 1- -0
5 4
6
3x4=
3x6=
3-2-3
Scale=1:38.9
3-2-3
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.03 Vert(LL) -0.01 4-5 >999 360 MT20 244/190
TCDL 25.0 Lumber DOL 1.00 BC 0.38 Vert(CT) -0.02 4-5 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(CT) n/a - n/a n/a
BCDL 5.0 Code FBC2020/TP12014 Matrix-P Weight:32lb FT=11%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-2-3 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 4=951/Mechanical,(min.0-1-8),
5=517/0-4-0,(min.0-1-8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
NOTES
1) 2-ply truss to be connected together with 10d(0.131"x3")
nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0
oc.
Bottom chords connected as follows:2x4-1 row at 0-9-0
oc.
Web connected as follows:2x4-1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front(F)or back(B)face in the LOAD
CASE(S)section.Ply to ply connections have been
provided to distribute only loads noted as(F)or(B),
unless otherwise indicated.
3) Refer to girder(s)for truss to truss connections.
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) Hanger(s)or other connection device(s)shall be
provided sufficient to support concentrated load(s)429 lb
down at 0-11-0 on bottom chord. The design/selection
of such connection device(s)is the responsibility of
others.
LOAD CASE(S) Standard
1) Dead+Floor Live(balanced):Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads(lb/ft)
Vert:4-5=-10,1-3=-130
Concentrated Loads(lb)
Vert:4=-635,6=-429
Job Truss Truss Type Qty I Ply
2447615 FG4 Floor 1 2
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:24 Page:1
ID:5p3?H?a8F5favhXOtolt9gybhCV-J MVOzliPb?nV_IJFvJp3leK47eHiZeegU2igAyYlb1
�H
2x4 n 2x4 n
3x4=
1 2 3
B
5
3x4=
4x6=
3-6-9
Scale=1:38.9
3-6-9
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 25.0 Lumber DOL 1.00 BC 0.04 Vert(CT) 0.00 4-5 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) n/a - n/a n/a
BCDL 5.0 Code FBC2020/TP12014 Matrix-P Weight:37lb FT=11%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-6-8 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 4=228/0-4-0,(min.0-1-8),5=228/
Mechanical,(min.0-1-8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
NOTES
1) 2-ply truss to be connected together with 10d(0.131"x3")
nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0
oc.
Bottom chords connected as follows:2x4-1 row at 0-9-0
oc.
Web connected as follows:2x4-1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front(F)or back(B)face in the LOAD
CASE(S)section.Ply to ply connections have been
provided to distribute only loads noted as(F)or(B),
unless otherwise indicated.
3) Refer to girder(s)for truss to truss connections.
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 I Ply
2447615 FG5 Floor 1 2
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:25 Page:1
ID:SIRsV5TXQP2hSJWU2ZP9XrybRPi-nY3mAdj1 MlvMcRZvodg2bWASUX_R?Lov8oGNcyYlbO
2-8-2
2x4 n
4x6=
1 2
W
1- -0 1- -0
4 3
4x6=
2x4 n
3-3-2
3-3-2
Scale=1:27
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.20 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 25.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) n/a n/a n/a
BCDL 5.0 Code FBC2020/TP12014 Matrix-P Weight:38lb FT=11%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-3-2 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 3=208/0-3-7,(min.0-1-8),4=208/
Mechanical,(min.0-1-8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
NOTES
1) 2-ply truss to be connected together with 10d(0.131"x3")
nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0
oc.
Bottom chords connected as follows:2x6-2 rows
staggered at 0-9-0 oc.
Web connected as follows:2x4-1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front(F)or back(B)face in the LOAD
CASE(S)section.Ply to ply connections have been
provided to distribute only loads noted as(F)or(B),
unless otherwise indicated.
3) Unbalanced floor live loads have been considered for
this design.
4) Refer to girder(s)for truss to truss connections.
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.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
2447615 HJ2 Corner Jack 2 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:25 Page:1
ID:Yn7dTOc_Vj2g2GHW8vh4sbyYnLU-nY3mAdj1 MlvMcRZvodg2bWAUvX_gR?Lov8oGNcyYlbO
cli
NC
2.61 F2
5x8 0
2
1-4 0-3- 1 3 0- -4
atr
a ,
3x4=
0-11-14
0-12
1-0-14
0-11-14
Scale=1:36.8
Plate Offsets(X,Y): [1:0-6-15,0-0-4],[2:1-4-12,0-2-12]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 1-3 >999 180
BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(CT) n/a - n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:7 lb FT=20%
LUMBER 7) Refer to girder(s)for truss to truss connections.
TOP CHORD 2x4 SP No.2 8) Provide mechanical connection(by others)of truss to
BOT CHORD 2x4 SP No.2 bearing plate capable of withstanding 41 lb uplift atjoint
WEBS 2x4 SP No.3 1 and 55 lb uplift at joint 2.
BRACING 9) Gap between inside of top chord bearing and first
TOP CHORD Structural wood sheathing directly applied or diagonal or vertical web shall not exceed 0.500in.
2-0-12 oc purlins, except end verticals. LOAD CASE(S) Standard
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
racing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=87/0-9-3,(min.0-1-8),2=71/
Mechanical,(min.0-1-8),
3=16/0-9-3,(min.0-1-8)
Max Horiz 1=32(LC 8)
Max Uplift 1=-41(LC 8),2=-55(LC 8)
Max Grav 1=87(LC 1),2=71 (LC 1),3=32
(LC 3)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
11;Exp D;Enclosed;MWFRS(envelope)and C-C Corner
(3)zone;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 perANSI/TPI 1.
3) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
4) Gable studs spaced at 1-4-0 oc.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) 'This truss has been designed for a live load of 20.Opsf
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.
Job Truss Truss Type Qty Ply
2447615 HRA Diagonal Hip Girder 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:25 Page:1
ID:6h1 D4YBgWwuYpgokzibt1fybOgU-nY3mAI dj1 MlvMcRZvodg2bWAJpXnORusov8oGNcyYlb0
5-2-1 9-2-5
5-2-1 4-0-4
2
2.22 r 3x4_ 3
3x8 n g 10
8 2
2-0-4 7 2-0-4
1
0-3-Tr-
a ED
e 11 12 13 6 14 15 54
a a
3x4= 2x4 n 3x4=
I9-2-5I
'1-1-14 5-2-1 I, 8-6-6
1-1-14 4-0-3 3-4-4
0-7-15
Scale=1:34.1
Plate Offsets(X,Y): [1:0-6-11,0-0-2],[1:0-0-5,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.09 1-6 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.14 1-6 >776 180
BCLL 0.0' Rep Stress Incr NO WB 0.48 Horz(CT) 0.02 4 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:36 lb FT=20%
LUMBER 5) Refer to girder(s)for truss to truss connections.
TOP CHORD 2x4 SP No.2 6) Provide mechanical connection(by others)of truss to
BOT CHORD 2x4 SP No.2 bearing plate capable of withstanding 133 lb uplift at joint
WEBS 2x4 SP No.2 3,232 lb uplift atjoint 4 and 347 lb uplift at joint 1.
WEDGE Left:2x4 SP No.2 7) Hanger(s)or other connection device(s)shall be
BRACING provided sufficient to support concentrated load(s)54 lb
TOP CHORD Structural wood sheathing directly applied or down and 15 lb up at 3-4-4,67 lb down and 37 lb up at
3-10-10 oc purlins. 4-0-8,and 106 lb down and 90 lb up at 6-3-14,and 113
BOT CHORD Rigid ceiling directly applied or 5-7-9 oc lb down and 106 lb up at 6-8-15 on top chord,and 56 lb
bracin down and 47 lb up at 2-2-13,53 lb down and 48 lb up at
2-3-0,16 lb down at 3-4-4,17 lb down at 4-0-8,and 33
MiTek recommends that Stabilizers and lb down at 6-3-14,and 37 lb down at 6-8-15 on bottom
required cross bracing be installed during chord. The design/selection of such connection device
truss erection,in accordance with Stabilizer (s)is the responsibility of others.
Installation guide. LOAD CASE(S) Standard
REACTIONS (lb/size) 1=624/0-10-13,(min.0-1-8), 1) Dead+Roof Live(balanced):Lumber Increase=1.25,
3=178/Mechanical,(min.0-1-8), Plate Increase=1.25
4=452/Mechanical,(min.0-1-8) Uniform Loads(lb/ft)
Max Horiz 1=123(LC 19) Vert:1-3=-90,1-4=-20
Max Uplift 1=-347(LC 4),3=-133(LC 4), Concentrated Loads(lb)
4=-232(LC 4) Vert:9=-56,10=-83,11=-109,12=-8,14=-12,15=-18
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 1-7=-1740/915,7-8=-1694/916,
2-8=-1670/919
BOT CHORD 1-11=-991/1678,11-12=-991/1678,
12-13=-991/1678,6-13=-991/1678,
6-14=-991/1678,14-15=-991/1678,
5-15=-991/1678
WEBS 2-6=-20/292,2-5=-1736/1025
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
II;Exp D;Enclosed;MWFRS(envelope);Lumber
DOL=1.60 plate grip DOL=1.60
2) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) 'This truss has been designed for a live load of 20.Opsf
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.
Job Truss Truss Type Qty Ply
2447615 HRB Diagonal Hip Girder 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:25 Page:1
ID:N7IMuemMyMvR9nA_7zolmPyb IOdh-nY3mAdj1MlvMcRZvodg2bWANjXnORxzov8oGNcyYlbO
4-4-14 7-10-7
4-4-14 3-5-8
2.6 F2
3x4 0 3
9
7 8 2
2-0-5 2-0-5
1
0-3-1
g' e10 11 126 13 54
3x4= 2x4n 3x4=
0-11-15 7-10-7
4-4-14 7-3-2 1' f
3-5-0 2-10-4
0-11-15 0-7-5
Scale=1:36.7
Plate Offsets(X,Y): [1:0-6-15,0-0-4]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.04 1-6 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.07 1-6 >999 180
BCLL 0.0' Rep Stress Incr NO WB 0.28 Horz(CT) 0.01 4 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:29 lb FT=20%
LUMBER 6) Provide mechanical connection(by others)of truss to
TOP CHORD 2x4 SP No.2 bearing plate capable of withstanding 277 lb uplift at joint
BOT CHORD 2x4 SP No.2 1,119 lb uplift at joint 3 and 198 lb uplift at joint 4.
WEBS 2x4 SP No.2 7) Hanger(s)or other connection device(s)shall be
BRACING provided sufficient to support concentrated load(s)67 lb
TOP CHORD Structural wood sheathing directly applied or down and 47 lb up at 3-5-10,and 81 lb down and 30 lb
4-9-10 oc purlins. up at 3-11-15,and 135 lb down and 136 lb up at 5-9-6
on top chord,and 74 lb down and 54 lb up at 1-11-3,20
BOT CHORD Rigid ceiling directly applied or 6-10-5 oc
racing. lb down at 3-5-10,and 18 lb down at 3-11-15,and 60 lb
down at 5-9-6 on bottom chord. The design/selection of
MiTek recommends that Stabilizers and such connection device(s)is the responsibility of others.
required cross bracing be installed during LOAD CASE(S) Standard
truss erection,in accordance with Stabilizer 1) Dead+Roof Live(balanced):Lumber Increase=1.25,
Installation guide. Plate Increase=1.25
REACTIONS (lb/size) 1=524/0-9-4,(min.0-1-8),3=163/ Uniform Loads(lb/ft)
Mechanical,(min.0-1-8),4=391/ Vert:1-3=-90,1-4=-20
Mechanical,(min.0-1-8) Concentrated Loads(lb)
Max Horiz 1=123(LC 4) Vert:7=-12,9=-135,10=-74,11=-6,13=-30
Max Uplift 1=-277(LC 4),3=-119(LC 4),
4=-198(LC 4)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
TOP CHORD 1-7=-1292/641,7-8=-1221/641,
2-8=-1221/642
BOT CHORD 1-10=-718/1230,10-11=-718/1230,
11-12=-718/1230,6-12=-718/1230,
6-13=-718/1230,5-13=-718/1230
WEBS 2-6=0/259,2-5=-1288/752
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
II;Exp D;Enclosed;MWFRS(envelope);Lumber
DOL=1.60 plate grip DOL=1.60
2) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) `This truss has been designed for a live load of 20.Opsf
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.
5) Refer to girder(s)for truss to truss connections.
Job Truss Truss Type Qty Ply
2447615 HJ8 Diagonal Hip Girder 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:25 Page:1
ID:g5R9CgwKsrVJ Bm9dQJKJxUyZ1 el-nY3mAdj 1 MlvMcRZvodg2bWAJfXuGRsfov8oGNcyYlbO
5-2-11 8-10-7 12-9-11
5-2-11 3-7-12 3-11-4
3x4 n
12
2.02 F 3x4= 4
6x8 n 13
3x4= 3
N 6X6 11 10 2 11 12 N
Ih 9 7
N 1 8 N
0-3-1 5
14 15 7 16 17 6 18
3x8= 2x4 II 4x4= 6x8=
1-3-3 5-2-11 8-10-7 12-9-11
1-3-3 3-11-8 3-7-12 3-11-4
Scale=1:37.2
Plate Offsets(X,Y): [1:0-5-7,Edge],[1:0-0-5,Edge],[1:0-0-3,2-8-9]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.17 7 >891 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.24 7 >611 180
BCLL 0.0' Rep Stress Incr NO WB 0.62 Horz(CT) 0.04 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:57 lb FT=20%
LUMBER 4) `This truss has been designed for a live load of 20.Opsf
TOP CHORD 2x4 SP No.2 on the bottom chord in all areas where a rectangle
BOT CHORD 2x4 SP M 31 3-06-00 tall by 2-00-00 wide will fit between the bottom
WEBS 2x4 SP No.2 chord and any other members.
WEDGE Left:2x4 SP No.2 5) Refer to girder(s)for truss to truss connections.
BRACING 6) Provide mechanical connection(by others)of truss to
TOP CHORD Structural wood sheathing directly applied or bearing plate capable inwithstanding 616 lb uplift at joint
2-6-3 oc purlins, except end verticals. 5 and 447 lb uplift at joint 1.
7) H s)
BOT CHORD Rigid ceiling directly applied or 5-9-14 oc provided sufficient
other connection device(s)shall be
bracin to support concentrated load(s)51 lb
down at 2-0-11,52 lb down at 2-0-14,59 lb down and
MiTek recommends that Stabilizers and 21 lb up at 4-0-0,72 lb down and 46 lb up at 4-9-3,107
required cross bracing be installed during lb down and 91 lb up at 6-11-9,114 lb down and 108 lb
truss erection,in accordance with Stabilizer up at 7-5-11,and 130 lb down and 94 lb up at 9-11-3,
Installation guide. and 133 lb down and 104 lb up at 10-2-3 on top chord,
846/0-11-14,(min.0-1-8), and 17 lb down at 4-0-0,19 lb down at 4-9-3,34 lb
REACTIONS (lb/size) 1=
5=846/01 078/Mechanical,(min.0-1-8) down at 6-11-9,38 lb down at 7-5-11,and 94 lb down
Max Horiz 1=155(LC 4) and 55 lb up at 9-11-3,and 99 lb down and 54 lb up at
10-2-3 on bottom chord. The design/selection of such
Max Uplift 1=-447(LC 4),5=-616(LC 4) connection device(s)is the responsibility of others.
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 LOAD CASE(S) Standard
(lb)or less except when shown. 1) Dead+Roof Live(balanced):Lumber Increase=1.25,
TOP CHORD 1-8=-3196/1676,8-9=-3158/1677, Plate Increase=1.25
9-10=-3136/1680,2-10=-3116/1679, Uniform Loads(lb/ft)
2-11=-2131/1146,11-12=-2096/1137, Vert:1-4=-90,1-5=-20
3-12=-2059/1128 Concentrated Loads(lb)
BOT CHORD 1-14=-1773/3105,14-15=-1773/3105, Vert:10=-2,11=-58,12=-85,13=-192,14=-8,15=-1,
7-15=-1773/3105,7-16=-1773/3105, 16=-13,17=-19,18=-193
16-17=-1773/3105,6-17=-1773/3105,
6-18=-1191/2069,5-18=-1191/2069
WEBS 2-6=-1068/599,3-6=-220/537,
3-5=-2168/1248
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
II;Exp D;Enclosed;MWFRS(envelope);Lumber
DOL=1.60 plate grip DOL=1.60
2) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
Job Truss Truss Type Qty Ply
2447615 HJ10 Jack-Closed Girder 1 1
Job Reference(optional)
Builders FirstSource,Tampa,Plant City,Florida 33566 Run:8.42 S Dec 30 2020 Print:8.420 S Dec 30 2020 MiTek Industries,Inc.Wed Sep 29 14:47:25 Page:1
ID:rAUOrtr2i56wMv2bZWb_FcyZ1 Wf-nY3mAdj1 MlvMcRZvodg2bWAGSXgVRnpov8oGNcyYIbO
1-10-15 5-9-10 9-8-4 13-6-15 17-5-9
1-10-15 3-10-10 3-10-10 3-10-10 3-10-10
2x4 n
12 1.5 F2 5x8= 6 3
3x8= 16 5
- 14
MT20HS 6x12= 2x4 4 15
3 13 7
ao 2 12 ao
N CV
1 1
0-3- TJ 7
11 101-7 1819 9 20 21 22 8 23 24 25
3x10= 3x4= 7x8= 6x8=
MT20HS 4x10=
0-10-8
0-11 7-0-0 1, 12-1-0 1, 17-5-9
1-2-3 4-11-5 5-1-1 5-4-9
0-10-8
Scale=1:45.6
Plate Offsets(X,Y): [1:0-1-4,Edge],[2:1-6-6,0-2-13],[7:Edge,0-4-4],[8:0-4-0,0-4-4]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.32 8-9 >645 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.46 8-9 >443 180 MT20HS 187/143
BCLL 0.0* Rep Stress Incr NO WB 0.93 Horz(CT) 0.07 7 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:100 lb FT=20
LUMBER 3) All plates are MT20 plates unless otherwise indicated.
TOP CHORD 2x4 SP M 31*Except*T2:2x6 SP M 26 4) This truss has been designed for a 10.0 psf bottom
BOT CHORD 2x4 SP M 31*Except*B2:2x6 SP M 26 chord live load nonconcurrent with any other live loads.
WEBS 2x4 SP No.3 5) *This truss has been designed for a live load of 20.Opsf
BRACING on the bottom chord in all areas where a rectangle
TOP CHORD Structural wood sheathing directly applied or 3-06-00 tall by 2-00-00 wide will fit between the bottom
3-0-11 oc purlins, except end verticals chord and any other members.
BOT CHORD Rigid ceiling directly applied or 4-6-0 oc 6) Refer to girder(s)for truss to truss connections.
bracing. 7) Provide mechanical connection(by others)of truss to
WEBS 1 Row at mid t 5-7 bearing plate capable of withstanding 762 lb uplift at joint
1 and 1218 lb uplift at joint 7.
MiTek recommends that Stabilizers and 8) Hanger(s)or other connection device(s)shall be
required cross bracing be installed during provided sufficient to support concentrated load(s)47 lb
truss erection,in accordance with Stabilizer down at 2-0-8,47 lb down at 2-0-8,62 lb down and 40
Installation guide. lb up at 3-8-3,100 lb down and 53 lb up at 5-7-1,88 lb
REACTIONS (lb/size) 1=1418/0-8-0,(min.0-1-8), down and 79 lb up at 5-11-14,115 lb down and 118 lb
7=2129/Mechanical,(min.0-1-8) up at 8-3-9,143 lb down and 119 lb up at 9-7-1,and
Max Horiz 1=169(LC 22) 110 lb down and 85 lb up at 10-7-5,and 106 lb down
and 145 lb up at 12-11-0 on top chord,and 20 lb down
Max Uplift 1=-762(LC 4),7=-1218(LC 4) at 1-10-15,20 lb down at 1-11-0,17 lb down at 3-8-3,
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 26 lb down at 5-7-1,28 lb down at 5-11-14,47 lb down
(lb)or less except when shown. at 8-3-9,45 lb down at 9-7-1,110 lb down and 62 lb up
TOP CHORD 1-2=-5371/2921,2-12=-5247/2890, at 10-7-5,400 lb down and 256 lb up at 12-11-0,and
3-12=-5221/2890,3-13=-5452/2916, 402 lb down and 239 lb up at 13-7-1,and 420 lb down
13-14=-5439/2910,4-14=-5400/2903, and 258 lb up at 15-2-12 on bottom chord. The design/
4-15=-4896/2707,15-16=-4858/2701, selection of such connection device(s)is the
5-16=-4852/2710 responsibility of others.
BOT CHORD 1-11=-2969/5160,10-11=-2973/5170, LOAD CASE(S) Standard
10-17=-2971/5166,17-18=-2970/5167, 1) Dead+Roof Live(balanced):Lumber Increase=1.25,
18-19=-2970/5167,9-19=-2970/5168, Plate Increase=1.25
9-20=-3486/6018,20-21=-3486/6018, Uniform Loads(lb/ft)
21-22=-3486/6018,8-22=-3486/6018, Vert:1-2=-90,2-6=-90,1-7=-20
8-23=-1870/3265,23-24=-1870/3265, Concentrated Loads(lb)
24-25=-1870/3265,7-25=-1870/3265 Vert:11=-19,4=-75,12=-3,13=-55,14=-106,15=-84,
WEBS 2-11=-108/293,3-9=-41/325,4-9=-683/581, 16=48,17=-1,19=-12,20=-24,21=-17,22=-110,
4-8=-1319/832,5-8=-1349/2438, 23=-400,24=-402,25=-420
5-7=-3511/2011
NOTES
1) Wind:ASCE 7-16;Vult=170mph(3-second gust)
Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=21ft;Cat.
II;Exp D;Enclosed;MWFRS(envelope);Lumber
DOL=1.60 plate grip DOL=1.60
2) Building Designer/Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.