1629 MARITIME OAK DR RES22-0018 TRUSS ENGINEERINGSpecial NAILED NAILED NAILED NAILED NAILED
NAILED
NAILED NAILED
13
12 11 21 22 10 23 24 925
8
1
2
3
720
61718 1941415 16 5
T1
T2
T3
T4
W1
W8
B1
W3 W4
W5 W5
W2
W7
W6W5W6
Scale = 1:43.9
Plate Offsets (X, Y): [4:0-5-4,0-2-0], [6:0-5-4,0-2-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.06 10-11 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.09 10-11 >999 180
BCLL 0.0*Rep Stress Incr NO WB 0.53 Horz(CT) 0.03 8 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 131 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-10-15 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 8=1577/ Mechanical, (min. 0-1-8),
13=1391/0-5-8, (min. 0-1-11)
Max Horiz 13=211 (LC 7)
Max Uplift 8=-812 (LC 5), 13=-737 (LC 8)
Max Grav 8=1658 (LC 15), 13=1432 (LC 13)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1109/538, 3-4=-1823/934,
4-14=-1572/865, 14-15=-1572/865,
15-16=-1572/865, 5-16=-1572/865,
5-17=-1572/865, 17-18=-1572/865,
18-19=-1572/865, 6-19=-1572/865,
6-20=-862/489, 7-20=-913/486,
2-13=-1415/730, 7-8=-1507/754
BOT CHORD 11-12=-636/1182, 11-21=-843/1593,
21-22=-843/1593, 10-22=-843/1593,
10-23=-399/748, 23-24=-399/748,
9-24=-399/748
WEBS 3-12=-914/470, 3-11=-288/519, 4-11=-26/418,
6-9=-822/522, 2-12=-633/1420,
7-9=-645/1284, 6-10=-641/1230,
5-10=-647/472
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; 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.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members.7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 737 lb uplift at joint
13 and 812 lb uplift at joint 8.
9) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines.
10) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 308 lb
down and 280 lb up at 7-0-0 on top chord, and 307 lb
down and 130 lb up at 7-0-0 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
LOAD CASE(S)Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (lb/ft)
Vert: 1-2=-54, 2-3=-54, 3-4=-54, 4-6=-54, 6-7=-54, 8-13=-20
Concentrated Loads (lb)
Vert: 4=-229, 6=-107, 11=-220, 9=-53, 14=-107, 16=-107, 17=-107, 18=-107, 20=-12, 21=-53, 22=-53, 23=-53, 24=-53, 25=-167
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R A01 11Hip Girder Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:58:57 Page: 1
ID:LIKHgL3zc1kM2URHcNnW31yHBBY-JlxZz2fnkr79woLuRWSMA6bmAODeTRVgGwk6GIy813i
2x5
11
10 9 19 8
7
1
2 12 3
613
14
18
4 1516 17 5
T1
T2
T3
T4
W1
W8
B1
W3 W4
W5 W6 W5
W7
W2
Scale = 1:44
Plate Offsets (X, Y): [4:0-7-8,0-2-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.06 9-10 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.13 9-10 >999 180
BCLL 0.0*Rep Stress Incr YES WB 0.21 Horz(CT) 0.01 7 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 126 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
OTHERS 2x4 SP No.2(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-1-5 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
WEBS T-Brace: 2x4 SP No.2 - 4-8
Fasten (2X) T and I braces to narrow edge of web with 10d (0.131"x3") nails, 6in o.c.,with 3in minimum end distance.Brace must cover 90% of web length.
MiTek recommends that Stabilizers and required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 7=708/ Mechanical, (min. 0-1-8),
11=831/0-5-8, (min. 0-1-8)
Max Horiz 11=242 (LC 11)
Max Uplift 7=-215 (LC 12), 11=-316 (LC 12)
Max Grav 7=786 (LC 19), 11=896 (LC 17)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-12=-714/328, 3-12=-696/330,
3-13=-836/409, 13-14=-759/412,
4-14=-742/427, 4-15=-489/374,
15-16=-489/374, 16-17=-489/374,
5-17=-489/374, 5-18=-530/360,
6-18=-597/350, 2-11=-943/528, 6-7=-717/440
BOT CHORD 9-10=-553/812, 9-19=-424/735, 8-19=-424/735
WEBS 3-10=-433/321, 4-9=-1/320, 4-8=-344/190,
6-8=-306/603, 2-10=-405/966
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-11-0 to
1-1-0, Interior (1) 1-1-0 to 2-0-0, Exterior(2E) 2-0-0 to
6-2-15, Interior (1) 6-2-15 to 9-0-0, Exterior(2R) 9-0-0 to
13-2-15, Interior (1) 13-2-15 to 15-0-0, Exterior(2E) 15-0-0 to 19-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 10.0psf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 316 lb uplift at joint
11 and 215 lb uplift at joint 7.
9) Warning: Additional permanent and stability bracing for
truss system (not part of this component design) is
always required.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R A02 11Hip Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:58:58 Page: 1
ID:pLKL4bIwhAU4aJCUw9uDH9yHfzU-nyVyAOfPV8F0Yyw4?DzbiK7?eocrCzlpVaTgoky813h
1.5x4
15
14 13 12 11
9
1
2 16 3 8
74211718 20
5 19 6
T1
T2
T3
T4
W1 W10
B1 B2
W3
W4 W5
W6 W7 W6
W5 W8
W2
W9
Scale = 1:52.3
Plate Offsets (X, Y): [5:0-7-8,0-2-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.14 12-14 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.29 12-14 >805 180
BCLL 0.0*Rep Stress Incr YES WB 0.27 Horz(CT) 0.01 10 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 152 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 10=846/0-3-8, (min. 0-1-8),
15=834/0-5-8, (min. 0-1-8)
Max Horiz 15=251 (LC 11)
Max Uplift 10=-255 (LC 12), 15=-318 (LC 12)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-16=-585/255, 3-16=-560/259, 3-4=-632/307, 4-17=-643/374, 17-18=-594/379, 5-18=-554/397, 5-19=-435/402, 6-19=-435/402,
6-20=-503/370, 20-21=-544/352,
7-21=-593/347, 2-15=-897/496
BOT CHORD 13-14=-473/734, 12-13=-473/734,
11-12=-240/507
WEBS 4-12=-274/278, 5-12=-102/357,
5-11=-270/132, 7-11=-140/367,
7-10=-753/531, 2-14=-259/767
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-11-0 to
1-1-0, Interior (1) 1-1-0 to 2-0-0, Exterior(2E) 2-0-0 to
6-2-15, Interior (1) 6-2-15 to 11-0-0, Exterior(2E) 11-0-0
to 13-0-0, Exterior(2R) 13-0-0 to 17-2-15, Interior (1) 17-2-15 to 21-4-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 318 lb uplift at joint
15 and 255 lb uplift at joint 10.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R A03 11Hip Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:58:58 Page: 1
ID:1owLTMjR278w1oKt?5TbFqyHfv3-nyVyAOfPV8F0Yyw4?DzbiK71?oZQCyopVaTgoky813h
1.5x4
13 8
1
2 14 3
10
7
12
15 18
4 6
11
1716
5
W1
T1
T2 T3
W11
B1 B2
B3
W2
W5
W6
W10
W9
W7
W8W4
W3
Scale = 1:54.7
Plate Offsets (X, Y): [9:0-3-0,0-2-4], [11:0-3-12,0-3-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.21 11-12 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.39 11-12 >589 180
BCLL 0.0*Rep Stress Incr YES WB 0.64 Horz(CT) 0.50 9 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 131 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-9-4 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 4-6-2 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 9=861/0-5-8, (min. 0-1-8),
13=819/0-5-8, (min. 0-1-8)
Max Horiz 13=268 (LC 11)
Max Uplift 9=-260 (LC 12), 13=-313 (LC 12)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 3-15=-2635/1328, 4-15=-2569/1340, 4-16=-3227/1520, 5-16=-3168/1532, 5-17=-1198/659, 6-17=-1253/641
BOT CHORD 12-13=-778/1251, 11-12=-1675/3205,
10-11=-238/578, 9-10=-249/531
WEBS 3-13=-1437/799, 4-11=-138/436,
5-11=-1189/2641, 6-9=-1084/596,
6-11=-217/623, 4-12=-705/446,
3-12=-532/1326
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-11-0 to
1-1-0, Interior (1) 1-1-0 to 2-0-0, Exterior(2E) 2-0-0 to
5-0-0, Interior (1) 5-0-0 to 12-0-0, Exterior(2R) 12-0-0 to
15-0-0, Interior (1) 15-0-0 to 21-4-2 zone; cantilever left
and right exposed ; end vertical left and right exposed;C-
C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
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.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members.6) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 313 lb uplift at joint
13 and 260 lb uplift at joint 9.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R A04 18Roof Special Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:58:59 Page: 1
ID:amaNpWL7Fc8mjY9pPyOFDIyHfsy-G83KOkg2GSNtA6VHZxUqFXgAjCv6xKHzkEDDLBy813g
12
3x4
NAILED NAILED
NAILED
NAILED NAILED NAILED
15 11
1 10
2 3
16
4 95682522
2423
7
T1
T2
T3
T5
W1 W9
T4 T4
B1 B1
W3
W4 W4
W2
W8
W5W7W5
W6
0-2-12
Scale = 1:60.5
Plate Offsets (X, Y): [10:0-2-4,0-1-12], [13:0-4-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) n/a - n/a 999
BCLL 0.0*Rep Stress Incr NO WB 0.41 Horz(CT) 0.00 12 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 169 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2 *Except* T3:2x6 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 11-12.
JOINTS 1 Brace at Jt(s): 6
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS All bearings 19-9-8.
(lb) - Max Horiz 15=225 (LC 7)
Max Uplift All uplift 100 (lb) or less at joint(s)
except 12=-488 (LC 9), 13=-652
(LC 8), 14=-396 (LC 5), 15=-179
(LC 8)
Max Grav All reactions 250 (lb) or less at joint
(s) except 12=1116 (LC 1),
13=1171 (LC 16), 14=924 (LC 13),
15=343 (LC 17)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 4-5=-106/277, 8-9=-78/274, 9-16=-146/476,
10-16=-154/380, 7-23=-157/288,
7-24=-145/269
BOT CHORD 13-19=-309/184, 19-20=-309/184,
12-20=-309/184
WEBS 4-14=-374/250, 9-12=-660/349,
10-12=-517/280, 6-13=-750/491,
4-13=-324/208, 6-7=-638/409
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.60
plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss
only. For studs exposed to wind (normal to the face),
see Standard Industry Gable End Details as applicable,
or consult qualified building designer as per ANSI/TPI 1.
4) Building Designer / Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
5) Provide adequate drainage to prevent water ponding.
6) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
7) Gable studs spaced at 0-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members.10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 395 lb uplift at joint 14, 487 lb uplift at joint 12, 179 lb uplift at joint 15 and 651 lb uplift at joint 13.
11) Non Standard bearing condition. Review required.
12) Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
13) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails
per NDS guidelines.
14) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 325 lb
down and 278 lb up at 7-0-0 on top chord, and 307 lb down and 130 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S)Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25,
Plate Increase=1.25
Uniform Loads (lb/ft)
Vert: 1-2=-54, 2-3=-54, 3-4=-54, 4-5=-54, 8-9=-54,
9-10=-54, 11-15=-20, 5-7=-54, 7-8=-54
Concentrated Loads (lb)
Vert: 9=-107, 14=-220, 12=-53, 4=-229, 17=-53, 18=-53, 19=-53, 20=-53, 21=-162, 22=-107, 23=-107, 24=-107, 25=-107
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R A05 11Hip Girder Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:58:59 Page: 1
ID:FIJQGLeIknhXfoX7Qvf7mfyEYmd-G83KOkg2GSNtA6VHZxUqFXgAECuVxNtzkEDDLBy813g
712
6x6 5x8
HTU28 HTU26
8
7 10 11
6
1
2
3
4 9 5
T1
T2
T3
W4
W1
B1
W3
W4
W2
W5
Scale = 1:33.2
Plate Offsets (X, Y): [4:0-2-8,0-2-1], [6:Edge,0-3-8], [7:0-3-0,0-5-8], [8:0-3-0,0-2-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.11 6-7 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.17 6-7 >762 180
BCLL 0.0*Rep Stress Incr NO WB 0.66 Horz(CT) 0.00 6 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 82 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x8 SP DSS
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-6-5 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 4-10-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 6=1969/0-6-0, (min. 0-2-1),
8=1176/0-5-8, (min. 0-1-8)
Max Horiz 8=160 (LC 5)
Max Uplift 6=-879 (LC 5), 8=-544 (LC 8)
Max Grav 6=2064 (LC 13), 8=1176 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-1797/794, 4-9=-1586/728,
5-9=-1586/728, 5-6=-937/469
BOT CHORD 7-8=-592/1181
WEBS 3-7=-245/554, 4-7=-313/684, 3-8=-1718/707,
5-7=-764/1700
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; 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.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 879 lb uplift at joint
6 and 544 lb uplift at joint 8.
8) Use Simpson Strong-Tie HTU28 (26-10d Girder,
14-10dx1 1/2 Truss, Single Ply Girder) or equivalent at
7-0-12 from the left end to connect truss(es) A01 (1 ply
2x4 SP) to back face of bottom chord, skewed 0.0 deg.to
the right, sloping 0.0 deg. down.
9) Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 9-0-12 from the left end to connect truss(es) A02 (1 ply 2x4 SP) to back face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down.
10) Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S)Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25,
Plate Increase=1.25
Uniform Loads (lb/ft)
Vert: 1-2=-54, 2-3=-54, 3-4=-54, 4-5=-54, 6-8=-20
Concentrated Loads (lb)
Vert: 10=-1557, 11=-688
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R A06 11Half Hip Girder Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:00 Page: 1
ID:bVx360knEnsA6I0WBcPy?QyDLHM-kKcib4hg1mVknG3T7e?3nlDJ6cFLgmC6yuymtdy813f
Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special
NAILED NAILED NAILED NAILED NAILED
15 14 13 12 35 36 37 11 1032 33 34
1 9
82
73
24 25 26 27 28 29 30 3145 6
T1
T2
T3
T2
T1
B1 B2
W2
W3 W4 W3 W4 W3
W2 W1W1HW1HW1
Scale = 1:57.8
Plate Offsets (X, Y): [3:0-5-8,0-2-4], [4:0-5-4,0-2-0], [6:0-5-4,0-2-0], [7:0-5-8,0-2-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.12 13 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.27 13-14 >999 180
BCLL 0.0*Rep Stress Incr NO WB 0.18 Horz(CT) 0.06 8 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 334 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2 *Except* T3:2x4 SP 2250F 1.9E
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
SLIDER Left 2x6 SP No.2 -- 1-10-7, Right 2x6 SP
No.2 -- 1-10-7
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 2=2217/0-5-8, (min. 0-1-8), 8=2217/0-5-8, (min. 0-1-8)
Max Horiz 2=-93 (LC 6)
Max Uplift 2=-733 (LC 4), 8=-853 (LC 8)
Max Grav 2=2257 (LC 13), 8=2257 (LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-740/232, 3-4=-3913/1368,
4-24=-4729/1736, 24-25=-4729/1736,
25-26=-4729/1736, 26-27=-4729/1736,
5-27=-4729/1736, 5-28=-4729/1736, 28-29=-4729/1736, 29-30=-4729/1736, 30-31=-4729/1736, 6-31=-4729/1736, 6-7=-3913/1368, 7-8=-742/232
BOT CHORD 2-15=-1086/3360, 14-15=-1104/3402,
14-32=-1073/3430, 32-33=-1073/3430,
33-34=-1073/3430, 13-34=-1073/3430,
12-13=-1073/3367, 12-35=-1073/3367, 35-36=-1073/3367, 36-37=-1073/3367, 11-37=-1073/3367, 10-11=-1104/3334, 8-10=-1086/3292
WEBS 3-14=-81/298, 4-14=0/699, 4-13=-565/1574,
5-13=-995/638, 6-13=-565/1574, 6-11=0/699,
7-11=-81/298, 7-10=-350/146, 3-15=-351/146
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) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.60
plate grip DOL=1.60
5) Building Designer / Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
6) Provide adequate drainage to prevent water ponding.
7) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 733 lb uplift at joint 2 and 853 lb uplift at joint 8.
10) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails
per NDS guidelines.
11) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 286 lb
down and 231 lb up at 7-0-0, and 286 lb down and 231
lb up at 23-0-0 on top chord, and 269 lb down and 11 lb
up at 7-0-0, and 269 lb down and 11 lb up at 22-10-15
on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
LOAD CASE(S)Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (lb/ft)
Vert: 1-3=-54, 3-4=-54, 4-6=-54, 6-7=-54, 7-9=-54, 16-20=-20
Concentrated Loads (lb)
Vert: 4=-225, 6=-225, 14=-217, 13=-58, 5=-103,
11=-217, 24=-103, 25=-103, 26=-103, 29=-103,
30=-103, 31=-103, 32=-58, 33=-58, 34=-58, 35=-58,
36=-58, 37=-58
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R B01 21Roof Special Girder Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:00 Page: 1
ID:P0uUHl7FSzeMIlpQ43YbffyEO2R-kKcib4hg1mVknG3T7e?3nlDMPcCXgui6yuymtdy813f
17
16 15 14 13 12 11
10
1 92782182673
19
20 25
4 21 22 5 23 24 6
T1
T2
T3
T2
T1W1W1B2B1
W3 W4
W5 W6 W5 W6 W5
W4 W3W2 W2
Scale = 1:58
Plate Offsets (X, Y): [4:0-5-4,0-2-4], [6:0-5-4,0-2-4], [10:Edge,0-7-12], [12:0-3-8,0-1-8], [15:0-3-8,0-1-8], [17:Edge,0-7-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.09 15-16 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.20 15-16 >999 180
BCLL 0.0*Rep Stress Incr YES WB 0.38 Horz(CT) 0.06 10 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 173 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 10=1211/0-5-8, (min. 0-1-8),
17=1211/0-5-8, (min. 0-1-8)
Max Horiz 17=152 (LC 11)
Max Uplift 10=-431 (LC 12), 17=-431 (LC 12)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-18=-1603/734, 3-18=-1578/736, 3-19=-1607/736, 19-20=-1514/738, 4-20=-1498/753, 4-21=-1559/849, 21-22=-1559/849, 5-22=-1559/849,
5-23=-1559/849, 23-24=-1559/849,
6-24=-1559/849, 6-25=-1498/751,
7-25=-1607/737, 7-26=-1578/744,
8-26=-1603/742, 2-17=-1199/641,
8-10=-1199/632
BOT CHORD 15-16=-736/1595, 14-15=-494/1313,
13-14=-477/1313, 12-13=-477/1313,
11-12=-706/1595
WEBS 3-16=-530/359, 3-15=-346/245, 4-15=-6/328,
4-14=-155/426, 5-14=-355/230,
6-14=-158/426, 6-12=-6/328, 7-12=-348/250,
7-11=-530/355, 2-16=-807/1697,
8-11=-787/1697
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-11-0 to
1-1-0, Interior (1) 1-1-0 to 2-0-0, Exterior(2E) 2-0-0 to
5-0-0, Interior (1) 5-0-0 to 9-0-0, Exterior(2R) 9-0-0 to
12-0-0, Interior (1) 12-0-0 to 21-0-0, Exterior(2R) 21-0-0 to 24-0-0, Interior (1) 24-0-0 to 28-0-0, Exterior(2E) 28-0-0 to 31-0-0, Interior (1) 31-0-0 to 31-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 431 lb uplift at joint
10 and 431 lb uplift at joint 17.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R B02 11Roof Special Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:01 Page: 1
ID:oSFyTh01JR5O0tnPwFE_hRyEXf8-CXA4pPiIo3dbPQefgMXIKylS90cDPIrGBYiKP3y813e
26
17
16 15 14 13 12
11
1 102592182483
19
74
20 23
6521 22
T1
T2
T3
T2
T1W1W1B1B2
W3
W4 W5
W6 W7 W6
W5 W4
W3W2 W2
Scale = 1:58.5
Plate Offsets (X, Y): [5:0-5-4,0-2-4], [6:0-4-8,0-2-0], [11:Edge,0-7-12], [17:Edge,0-7-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.18 12-13 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.38 12-13 >933 180
BCLL 0.0*Rep Stress Incr YES WB 0.42 Horz(CT) 0.06 11 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 175 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
OTHERS 2x4 SP No.2(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc
bracing.
WEBS T-Brace: 2x4 SP No.2 - 5-13
Fasten (2X) T and I braces to narrow edge of web with 10d (0.131"x3") nails, 6in o.c.,with 3in minimum end distance.Brace must cover 90% of web length.
MiTek recommends that Stabilizers and required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 11=0/0-5-8, (min. 0-1-9),
17=0/0-5-8, (min. 0-1-9)
Max Horiz 17=183 (LC 11)
Max Uplift 11=-431 (LC 12), 17=-431 (LC 12)
Max Grav 11=1324 (LC 18), 17=1294 (LC 19)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-18=-1913/655, 3-18=-1902/659,
3-19=-2234/842, 4-19=-2178/853,
4-20=-1626/738, 5-20=-1536/755,
5-21=-1371/717, 21-22=-1371/717,
6-22=-1371/717, 6-23=-1521/752,
7-23=-1611/735, 7-8=-2224/863,
8-24=-1894/667, 9-24=-1906/663,
2-17=-1403/634, 9-11=-1397/625
BOT CHORD 15-16=-613/1705, 14-15=-412/1454,
14-26=-412/1454, 13-26=-412/1454,
12-13=-580/1555
WEBS 3-16=-677/332, 4-16=-34/411,
4-15=-341/264, 5-15=-119/559,
6-13=-111/500, 7-13=-342/265, 7-12=-39/411,
8-12=-673/337, 2-16=-673/1949,
9-12=-657/1935
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-11-0 to
1-1-0, Interior (1) 1-1-0 to 2-0-0, Exterior(2E) 2-0-0 to
5-0-0, Interior (1) 5-0-0 to 11-0-0, Exterior(2R) 11-0-0 to
14-0-0, Interior (1) 14-0-0 to 19-0-0, Exterior(2R) 19-0-0
to 22-0-0, Interior (1) 22-0-0 to 28-0-0, Exterior(2E)
28-0-0 to 31-0-0, Interior (1) 31-0-0 to 31-11-0 zone;
cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
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.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 10.0psf.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 431 lb uplift at joint
17 and 431 lb uplift at joint 11.
8) Warning: Additional permanent and stability bracing for
truss system (not part of this component design) is
always required.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R B03 11Roof Special Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:01 Page: 1
ID:Da_yELSEbpl8zZ6WbWPfhEyEXeZ-CXA4pPiIo3dbPQefgMXIKylQo0YSPHDGBYiKP3y813e
19
18 17 16 15 14 13 12
11
1 102792202683
21
74
22 25
5 23 24 6
T1
T2
T3
T2
T1W1W1B1B2
W3 W4
W5 W6
W7 W8 W7
W6 W5
W4 W3W2 W2
Scale = 1:58.7
Plate Offsets (X, Y): [5:0-5-4,0-2-0], [11:Edge,0-7-12], [19:Edge,0-7-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.07 16 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.15 16-17 >999 180
BCLL 0.0*Rep Stress Incr YES WB 0.44 Horz(CT) 0.06 11 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 192 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
OTHERS 2x4 SP No.2(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-11-12 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
WEBS T-Brace: 2x4 SP No.2 - 5-14
Fasten (2X) T and I braces to narrow edge of web with 10d (0.131"x3") nails, 6in o.c.,with 3in minimum end distance.Brace must cover 90% of web length.
MiTek recommends that Stabilizers and required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 11=1211/0-5-8, (min. 0-1-8),
19=1211/0-5-8, (min. 0-1-8)
Max Horiz 19=214 (LC 11)
Max Uplift 11=-431 (LC 12), 19=-431 (LC 12)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-20=-1532/690, 3-20=-1518/694,
3-21=-1693/787, 4-21=-1612/801,
4-22=-1294/700, 5-22=-1208/721, 5-23=-1050/689, 23-24=-1050/689, 6-24=-1050/689, 6-25=-1209/716, 7-25=-1295/702, 7-8=-1693/805, 8-26=-1518/702, 9-26=-1532/698, 2-19=-1177/654, 9-11=-1178/644
BOT CHORD 17-18=-672/1542, 16-17=-581/1412,
15-16=-330/1049, 14-15=-330/1049,
13-14=-550/1411, 12-13=-643/1513
WEBS 3-18=-523/315, 4-17=0/275, 4-16=-499/322, 5-16=-170/393, 6-14=-175/390, 7-14=-498/322, 7-13=0/273, 8-12=-523/307, 2-18=-733/1568, 9-12=-715/1569
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-11-0 to
1-1-0, Interior (1) 1-1-0 to 2-0-0, Exterior(2E) 2-0-0 to
5-0-0, Interior (1) 5-0-0 to 13-0-0, Exterior(2R) 13-0-0 to
16-0-0, Interior (1) 16-0-0 to 17-0-0, Exterior(2R) 17-0-0 to 20-0-0, Interior (1) 20-0-0 to 28-0-0, Exterior(2E) 28-0-0 to 31-0-0, Interior (1) 31-0-0 to 31-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 431 lb uplift at joint
19 and 431 lb uplift at joint 11.
8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R B04 11Roof Special Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:02 Page: 1
ID:lB0rjR3bqA22yFw7X0INjnyEXdn-gjkS0ljwZNlR1ZDrE32XsAIjMPzd8k9PQCRtxVy813d
16
15 14 13 11 10
9
1
821737
18
4 6
2019
5
T1
T2 T2
T3
W1 W1B1B2
W7
W8 W5
W9 W3
W6W5
W4W3W2 W2
Scale = 1:56.4
Plate Offsets (X, Y): [2:0-3-1,0-2-0], [11:0-3-8,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.07 12-14 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.15 12-14 >999 180
BCLL 0.0*Rep Stress Incr YES WB 0.49 Horz(CT) 0.01 9 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 177 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
OTHERS 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 6-0-0 oc
bracing.
WEBS T-Brace: 2x4 SP No.2 - 5-12, 4-12
Fasten (2X) T and I braces to narrow edge of web with 10d (0.131"x3") nails, 6in o.c.,with 3in minimum end distance.Brace must cover 90% of web length.
MiTek recommends that Stabilizers and required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 9=284/0-5-8, (min. 0-1-8),
12=1485/0-3-8, (min. 0-1-12),
16=541/0-5-8, (min. 0-1-8)
Max Horiz 16=248 (LC 11)
Max Uplift 9=-74 (LC 12), 12=-468 (LC 12),
16=-222 (LC 12)
Max Grav 9=342 (LC 22), 12=1485 (LC 1),
16=579 (LC 21)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-17=-607/195, 3-17=-582/197,
3-18=-438/138, 4-18=-356/154,
4-19=-49/306, 5-19=-33/374, 5-20=-70/495,
6-20=-85/336, 7-8=-525/152, 2-16=-577/340,
8-9=-353/90
BOT CHORD 14-15=-229/681, 13-14=-103/367, 12-13=-103/367, 10-11=-156/510
WEBS 5-12=-673/295, 6-12=-561/376,
6-11=-12/286, 7-11=-418/244, 4-12=-636/388,
4-14=0/361, 3-14=-320/202, 2-15=-299/705,
8-10=-144/530
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-11-0 to
1-1-0, Interior (1) 1-1-0 to 2-0-0, Exterior(2E) 2-0-0 to
5-0-0, Interior (1) 5-0-0 to 15-0-0, Exterior(2R) 15-0-0 to
18-0-0, Interior (1) 18-0-0 to 29-10-4 zone; cantilever left
and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 222 lb uplift at joint 16, 468 lb uplift at joint 12 and 74 lb uplift at joint 9.
7) Warning: Additional permanent and stability bracing for
truss system (not part of this component design) is
always required.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R B05 11Roof Special Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:02 Page: 1
ID:Gel5cWURhTsTUK7VMjRxVnyD4VU-gjkS0ljwZNlR1ZDrE32XsAIgOPyh8jMPQCRtxVy813d
2x4
14
13 12 10 9
8
1
2 7153
1916
64
1817
5
T1
T2 T3
W1 W11B1B2
W3 W4
W5 W6
W7
W8 W9
W2 W10
Scale = 1:58.1
Plate Offsets (X, Y): [2:0-3-1,0-2-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.07 11-12 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.14 11-12 >999 180
BCLL 0.0*Rep Stress Incr YES WB 0.51 Horz(CT) 0.01 8 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 169 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
OTHERS 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 6-0-0 oc
bracing.
WEBS T-Brace: 2x4 SP No.2 - 4-11, 5-11
Fasten (2X) T and I braces to narrow edge of web with 10d (0.131"x3") nails, 6in o.c.,with 3in minimum end distance.Brace must cover 90% of web length.
MiTek recommends that Stabilizers and required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 8=266/ Mechanical, (min. 0-1-8),
11=1372/0-3-8, (min. 0-1-10),
14=579/0-5-8, (min. 0-1-8)
Max Horiz 14=257 (LC 11)
Max Uplift 8=-70 (LC 12), 11=-431 (LC 12),
14=-235 (LC 12)
Max Grav 8=334 (LC 22), 11=1372 (LC 1),
14=595 (LC 21)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-15=-631/223, 3-15=-606/225,
3-16=-468/173, 4-16=-386/189,
5-17=-11/319, 5-18=-39/417, 6-18=-57/329,
7-19=-316/68, 2-14=-593/357, 7-8=-274/119
BOT CHORD 12-13=-265/722, 11-12=-83/411
WEBS 3-12=-317/200, 4-12=0/358, 4-11=-632/385,
5-11=-613/278, 6-11=-536/374, 6-9=0/253,
2-13=-326/728
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-11-0 to
1-1-0, Interior (1) 1-1-0 to 2-0-0, Exterior(2E) 2-0-0 to
5-0-0, Interior (1) 5-0-0 to 15-0-0, Exterior(2R) 15-0-0 to
18-0-0, Interior (1) 18-0-0 to 28-7-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members.6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 235 lb uplift at joint
14, 431 lb uplift at joint 11 and 70 lb uplift at joint 8.
8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R B06 14Roof Special Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:03 Page: 1
ID:XMfRp3ObwzvR99KGz6HAA_yEXc3-8vIrE5jYKhtIejo2onZmPNrqhpImtAIYfsBQUyy813c
1.5x4
15
14 13 12 10
9
1
2 8163
21
17 74
18 20
5 19 6
T1
T2
T3
T4
W1 W13B1B2
W3 W4
W5 W6
W7 W8 W9
W10 W11
W2 W12
Scale = 1:57
Plate Offsets (X, Y): [2:0-3-1,0-2-0], [5:0-5-4,0-2-0], [10:0-3-8,0-1-8], [12:0-2-8,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.04 10-11 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.09 10-11 >999 180
BCLL 0.0*Rep Stress Incr YES WB 0.55 Horz(CT) 0.01 9 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 182 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
OTHERS 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 6-0-0 oc
bracing.
WEBS T-Brace: 2x4 SP No.2 - 5-11
Fasten (2X) T and I braces to narrow edge of web with 10d (0.131"x3") nails, 6in o.c.,with 3in minimum end distance.Brace must cover 90% of web length.
MiTek recommends that Stabilizers and required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 9=248/ Mechanical, (min. 0-1-8),
11=1407/0-3-8, (min. 0-1-11),
15=562/0-5-8, (min. 0-1-8)
Max Horiz 15=227 (LC 11)
Max Uplift 9=-69 (LC 12), 11=-432 (LC 12),
15=-234 (LC 12)
Max Grav 9=317 (LC 22), 11=1407 (LC 1),
15=591 (LC 21)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-16=-603/216, 3-16=-578/220,
3-17=-497/190, 4-17=-362/204, 5-19=-2/323,
6-19=-2/323, 6-20=-65/403, 7-20=-79/258,
8-21=-323/84, 2-15=-582/357, 8-9=-273/112
BOT CHORD 13-14=-262/664, 12-13=-121/424
WEBS 4-13=0/291, 4-12=-508/341, 5-12=-186/382,
5-11=-694/390, 6-11=-430/251,
7-11=-504/349, 7-10=0/266, 2-14=-295/683
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-11-0 to
1-1-0, Interior (1) 1-1-0 to 2-0-0, Exterior(2E) 2-0-0 to
6-2-15, Interior (1) 6-2-15 to 13-0-0, Exterior(2E) 13-0-0
to 17-0-0, Exterior(2R) 17-0-0 to 21-2-15, Interior (1) 21-2-15 to 28-7-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 234 lb uplift at joint
15, 432 lb uplift at joint 11 and 69 lb uplift at joint 9.
9) Warning: Additional permanent and stability bracing for
truss system (not part of this component design) is
always required.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R B07 11Hip Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:03 Page: 1
ID:XMfRp3ObwzvR99KGz6HAA_yEXc3-8vIrE5jYKhtIejo2onZmPNrtKpL3t9fYfsBQUyy813c
1.5x4
15
14 13 22 11 10
9
1
2 8163
21
7420
5 1718 19 6
T1
T2
T3
T4
W1 W12B1B2
W3
W4 W5
W6 W7 W8 W6
W9 W10
W2 W11
Scale = 1:56.7
Plate Offsets (X, Y): [5:0-5-4,0-2-4], [6:0-6-0,0-2-4], [13:0-2-8,0-3-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.14 13-14 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.29 13-14 >664 180
BCLL 0.0*Rep Stress Incr YES WB 0.66 Horz(CT) 0.01 9 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 175 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
OTHERS 2x4 SP No.2(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-6-7 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
WEBS T-Brace: 2x4 SP No.2 - 5-12
Fasten (2X) T and I braces to narrow edge of web with 10d (0.131"x3") nails, 6in o.c.,with 3in minimum end distance.Brace must cover 90% of web length.
MiTek recommends that Stabilizers and required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 9=285/ Mechanical, (min. 0-1-8),
12=1341/0-3-8, (min. 0-1-13),
15=591/0-5-8, (min. 0-1-8)
Max Horiz 15=196 (LC 11)
Max Uplift 9=-85 (LC 12), 12=-404 (LC 12),
15=-247 (LC 12)
Max Grav 9=360 (LC 18), 12=1522 (LC 17),
15=623 (LC 17)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-16=-855/217, 3-16=-843/221,
3-4=-1029/354, 4-5=-280/199, 5-17=-53/430,
17-18=-53/430, 18-19=-53/430,
6-19=-53/430, 7-21=-275/149,
8-21=-370/137, 2-15=-722/361, 8-9=-303/138
BOT CHORD 13-14=-192/520, 10-11=-52/275
WEBS 3-14=-391/212, 4-14=-105/576,
4-13=-356/288, 5-13=-136/544,
5-12=-969/425, 6-12=-791/403,
6-11=-109/369, 7-11=-437/265,
2-14=-271/941
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-11-0 to
1-1-0, Interior (1) 1-1-0 to 2-0-0, Exterior(2E) 2-0-0 to
6-6-0, Interior (1) 6-6-0 to 11-0-0, Exterior(2R) 11-0-0 to
15-2-15, Interior (1) 15-2-15 to 19-0-0, Exterior(2R) 19-0-0 to 23-2-15, Interior (1) 23-2-15 to 28-7-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf.7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 247 lb uplift at joint
15, 404 lb uplift at joint 12 and 85 lb uplift at joint 9.
9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R B08 11Hip Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:04 Page: 1
ID:?YDp0OPEhH1InJvSXqoPjByEXc2-c6sDRRkA5_?9GtNEMU4?ybN_9Dd3caBitWw_0Oy813b
3x6
14
13 12
9
1
2
15
8163
717
18
4 19 20 52122 23 6
T1
T2
T3
T4
W1 W11B1B2
W3 W4
W5
W2
W10W9
W8W5W6 W7
Scale = 1:56.5
Plate Offsets (X, Y): [2:0-3-1,0-2-0], [4:0-5-4,0-2-4], [11:0-1-12,0-3-0], [12:0-3-8,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.15 9-10 >711 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.29 9-10 >357 180
BCLL 0.0*Rep Stress Incr YES WB 0.63 Horz(CT) 0.01 9 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 166 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 0-3-8. except 14=0-5-8, 9=
Mechanical
(lb) - Max Horiz 14=165 (LC 11)
Max Uplift All uplift 100 (lb) or less at joint(s) 9
except 10=-201 (LC 12), 11=-244
(LC 12), 14=-241 (LC 12)
Max Grav All reactions 250 (lb) or less at joint
(s) 9 except 10=598 (LC 22),
11=871 (LC 21), 14=585 (LC 21)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-16=-626/258, 3-16=-601/260, 3-17=-395/170, 17-18=-302/173, 4-18=-279/188, 2-14=-574/350
BOT CHORD 12-13=-514/942, 11-12=-42/291
WEBS 12-15=-661/475, 4-12=-15/344,
2-13=-360/737, 7-10=-254/271,
6-10=-334/244, 5-11=-398/229,
4-11=-614/324
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-11-0 to
1-1-0, Interior (1) 1-1-0 to 2-0-0, Exterior(2E) 2-0-0 to
6-2-15, Interior (1) 6-2-15 to 9-0-0, Exterior(2R) 9-0-0 to
13-2-15, Interior (1) 13-2-15 to 21-0-0, Exterior(2R) 21-0-0 to 25-4-14, Interior (1) 25-4-14 to 28-7-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members.7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint
(s) 9 except (jt=lb) 14=240, 10=200, 11=243.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R B09 11Hip Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:04 Page: 1
ID:?YDp0OPEhH1InJvSXqoPjByEXc2-c6sDRRkA5_?9GtNEMU4?ybN1SDescbgitWw_0Oy813b
1.5x4
Special Special Special Special
Special Special Special Special Special Special
Special
14 13 25 26 27 28 2911 30 31 10 32 33
9
1
2
3
4 19 2021 22 5 23 6 7 24 8
T1
T2
T3 T4
W5
B1 B2
W1 W2
W3 W5W4 W6W5W6 W6 W5
HW1
Scale = 1:55.8
Plate Offsets (X, Y): [3:0-5-8,0-2-4], [4:0-5-8,0-2-0], [5:0-5-0,0-3-4], [12:0-4-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.14 12-13 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.29 12-13 >617 180
BCLL 0.0*Rep Stress Incr NO WB 0.64 Horz(CT) 0.02 9 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 170 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2 *Except* T3,T4:2x4 SP 2250F 1.9E
BOT CHORD 2x4 SP 2250F 1.9E *Except* B2:2x4 SP No.2
WEBS 2x4 SP No.2
OTHERS 2x4 SP No.2(flat)
SLIDER Left 2x6 SP No.2 -- 1-10-7
BRACINGTOP CHORD Structural wood sheathing directly applied or
4-8-7 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing, Except:
6-0-0 oc bracing: 11-12.
WEBS T-Brace: 2x4 SP No.2 - 4-12
Fasten (2X) T and I braces to narrow edge of
web with 10d (0.131"x3") nails, 6in o.c.,with
3in minimum end distance.
Brace must cover 90% of web length.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS All bearings 0-3-8. except 9= Mechanical,
2=0-5-8
(lb) - Max Horiz 2=192 (LC 7)
Max Uplift All uplift 100 (lb) or less at joint(s)
except 2=-378 (LC 8), 9=-252 (LC
5), 11=-499 (LC 8), 12=-613 (LC 5)
Max Grav All reactions 250 (lb) or less at joint(s) except 2=928 (LC 1), 9=338 (LC 15), 11=614 (LC 14), 12=1594 (LC 13)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 3-4=-1293/428, 8-9=-262/201
BOT CHORD 2-14=-486/1232, 13-14=-490/1248,
13-25=-428/1117, 25-26=-428/1117,
26-27=-428/1117, 12-27=-428/1117
WEBS 4-13=0/727, 5-12=-594/334, 4-12=-1440/494,
7-11=-532/343
NOTES
1) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; 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) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members.6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 252 lb uplift at joint
9, 377 lb uplift at joint 2, 612 lb uplift at joint 12 and 499
lb uplift at joint 11.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 286 lb
down and 231 lb up at 7-0-0, 129 lb down and 100 lb up
at 9-0-12, 129 lb down and 100 lb up at 11-0-12, and
129 lb down and 100 lb up at 13-0-12, and 77 lb down
and 49 lb up at 27-0-12 on top chord, and 269 lb down
and 11 lb up at 7-0-0, 81 lb down at 9-0-12, 81 lb down at 11-0-12, 81 lb down at 13-0-12, 76 lb down and 80 lb up at 15-0-12, 76 lb down and 80 lb up at 17-0-12, 76 lb down and 80 lb up at 19-0-12, 76 lb down and 80 lb up at 21-0-12, 76 lb down and 80 lb up at 23-0-12, and 76 lb down and 80 lb up at 25-0-12, and 76 lb down and 80 lb up at 27-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of
others.
9) Warning: Additional permanent and stability bracing for
truss system (not part of this component design) is
always required.
LOAD CASE(S)Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25,
Plate Increase=1.25
Uniform Loads (lb/ft)
Vert: 1-3=-54, 3-4=-54, 4-8=-54, 9-15=-20
Concentrated Loads (lb)
Vert: 13=-217, 12=-9, 4=-225, 19=-103, 21=-103,
22=-103, 24=-21, 25=-58, 26=-58, 27=-58, 28=-9,
29=-9, 30=-9, 31=-9, 32=-9, 33=-9
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R B10 11Half Hip Girder Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:05 Page: 1
ID:TknBEkQsSb99OTUf4XJeFPyEXc1-4IQbenlosI80u1yQvBbEUowAhdw1L2mr6AgXYqy813a
NAILED NAILED NAILED Special
NAILED NAILED
11 10 24 25 9 8
1
72
3 6
4 22 23 5
T1
T2
T3
T2
T4
B1
W1 W2
W3 W4 W3
W2 W1HW1HW2
Scale = 1:40
Plate Offsets (X, Y): [2:0-2-4,0-0-1], [3:0-5-12,0-2-4], [4:0-5-8,0-2-0], [5:0-5-8,0-2-0], [6:0-5-8,0-2-4], [7:0-2-8,0-2-3]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.10 9-10 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.17 9-10 >999 180
BCLL 0.0*Rep Stress Incr NO WB 0.15 Horz(CT) 0.04 7 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 115 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2 *Except* T3:2x4 SP 2250F 1.9E
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
SLIDER Left 2x8 SP No.2 -- 1-10-7, Right 2x6 SP
No.2 -- 1-10-7
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-6-2 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-7 oc
bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size) 2=1434/0-7-4, (min. 0-1-11),
7=1330/0-3-2, (min. 0-1-10)
Max Horiz 2=96 (LC 7)
Max Uplift 2=-654 (LC 8), 7=-595 (LC 8)
Max Grav 2=1434 (LC 1), 7=1353 (LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-331/140, 3-4=-2158/935, 4-22=-1977/981, 22-23=-1977/981, 5-23=-1977/981, 5-6=-2287/1075, 6-7=-300/158
BOT CHORD 2-11=-650/1784, 10-11=-662/1788,
10-24=-729/1888, 24-25=-729/1888,
9-25=-729/1888, 8-9=-931/2115,
7-8=-916/2100
WEBS 3-10=-161/278, 4-10=-2/574, 5-9=-32/606,
6-9=-193/269
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; 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.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 595 lb uplift at joint
7 and 654 lb uplift at joint 2.
8) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 297 lb
down and 270 lb up at 13-0-0 on top chord, and 261 lb
down and 13 lb up at 7-0-0, and 286 lb down and 91 lb
up at 12-11-4 on bottom chord. The design/selection of
such connection device(s) is the responsibility of others.
LOAD CASE(S)Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (lb/ft)
Vert: 1-3=-54, 3-4=-54, 4-5=-54, 5-6=-54, 6-7=-54, 12-16=-20
Concentrated Loads (lb)
Vert: 4=-123, 5=-242, 10=-211, 9=-263, 22=-108, 23=-108, 24=-64, 25=-64
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R C01 12Roof Special Girder Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:05 Page: 1
ID:FNso69HOMVchGHdS6VmhocyEFzn-4IQbenlosI80u1yQvBbEUowCCdwKL9Pr6AgXYqy813a
13
12 11 10 9
8
1
721436
15
16 17
4 5
T1
T2
T3
T2
T4
W1 W1
B1
W3 W4
W5 W6 W5
W4 W3
W2 W2
Scale = 1:41.8
Plate Offsets (X, Y): [4:0-7-8,0-2-0], [5:0-2-8,0-2-1], [13:0-2-12,0-2-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.08 11-12 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.16 9-10 >999 180
BCLL 0.0*Rep Stress Incr YES WB 0.44 Horz(CT) 0.03 8 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 119 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-3-4 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 8=723/0-3-2, (min. 0-1-8),
13=846/0-7-4, (min. 0-1-8)
Max Horiz 13=155 (LC 11)
Max Uplift 8=-216 (LC 12), 13=-324 (LC 12)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-14=-1063/519, 3-14=-1037/521, 3-15=-898/450, 15-16=-804/453, 4-16=-789/467, 4-5=-702/497, 5-17=-791/479, 6-17=-900/464,
6-7=-1133/548, 2-13=-852/505, 7-8=-725/334
BOT CHORD 11-12=-580/1074, 10-11=-309/698,
9-10=-576/1130
WEBS 3-12=-322/281, 3-11=-410/275, 6-10=-469/315, 6-9=-314/272, 2-12=-606/1184, 7-9=-559/1149
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-11-0 to
1-1-0, Interior (1) 1-1-0 to 2-0-0, Exterior(2E) 2-0-0 to
5-0-0, Interior (1) 5-0-0 to 9-0-0, Exterior(2E) 9-0-0 to
11-0-0, Exterior(2R) 11-0-0 to 14-0-0, Interior (1) 14-0-0
to 19-10-4 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 324 lb uplift at joint
13 and 216 lb uplift at joint 8.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R C02 12Roof Special Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:06 Page: 1
ID:n?uhbFumasvbGzS320gQq9yEFz?-YU_zs7mRdcGtVBXdTv6T10SMs1K64Y8?LqP54Hy813Z
21 20 19 18 17 16 15
121
14 13
112103
9
4 5 32 6 33 7 8
T1
T2
T3
T2
T1
B3B1B2
W10
W3
W2W1 W9
W7W8W6W3W4W4W3W4W3W5
HW2HW1
Scale = 1:64
Plate Offsets (X, Y): [2:0-2-4,0-0-3], [3:0-5-8,0-2-4], [4:0-5-4,0-1-12], [8:0-3-0,0-1-12], [10:0-6-0,0-3-0], [11:0-5-14,0-3-9], [14:0-3-8,0-6-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.25 16-17 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.47 16-17 >876 180
BCLL 0.0*Rep Stress Incr NO WB 0.39 Horz(CT) -0.11 2 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 215 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except* B3:2x8 SP DSS
WEBS 2x4 SP No.2
SLIDER Left 2x6 SP No.2 -- 1-10-7, Right 2x4 SP
No.2 -- 1-9-6
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-3-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-9-12 oc
bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size) 2=1624/0-5-8, (min. 0-1-15),
11=2964/0-7-4, (min. 0-3-0)
Max Horiz 11=-93 (LC 6)
Max Uplift 2=-371 (LC 4), 11=-998 (LC 8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 10-11=-1479/434, 8-9=-4110/1343,
9-10=-4877/1541, 4-5=-3151/1035,
5-32=-3679/1202, 6-32=-3679/1202,
6-33=-3780/1241, 7-33=-3780/1241,
7-8=-3780/1241, 3-4=-2539/786
BOT CHORD 2-21=-631/2299, 20-21=-644/2314, 19-20=-564/2154, 18-19=-875/3151, 17-18=-875/3151, 16-17=-1042/3679, 15-16=-976/3416, 14-15=-1230/4152,
13-14=-1154/3921, 11-13=-1113/3815
WEBS 10-13=-764/295, 4-20=0/266,
10-14=-108/285, 9-15=-1559/542,
9-14=-517/1645, 8-15=-507/1602,
5-19=-757/285, 4-19=-401/1342,
5-17=-218/727, 6-17=-366/168,
6-16=-129/325, 7-16=-285/156,
8-16=-528/506
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; 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.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 998 lb uplift at joint 11 and 371 lb uplift at joint 2.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 1865
lb down and 612 lb up at 28-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S)Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (lb/ft)
Vert: 10-12=-54, 8-10=-54, 4-8=-54, 3-4=-54, 1-3=-54, 22-28=-20
Concentrated Loads (lb)
Vert: 14=-1865
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R D01 11Roof Special Girder Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:06 Page: 1
ID:jOIDFCFBtWjgU7PrOQsYsKyEJ?U-YU_zs7mRdcGtVBXdTv6T10SMs1FK4Yw?LqP54Hy813Z
17 16 15 14 13 28 12 11
10
27
911982261873
25 20
4 21 22 5 23 24 6
T1
T2
T3
T2
T1 W1W1B2B1
W3W4
W5W6W7W6W5
W4W3 W2W2
Scale = 1:64
Plate Offsets (X, Y): [4:0-3-0,0-2-4], [6:0-3-0,0-2-4], [10:Edge,0-7-12], [11:0-3-8,0-1-8], [12:0-3-8,0-1-8], [15:0-3-8,0-1-8], [16:0-3-8,0-1-8], [17:Edge,0-7-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.18 14-15 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.32 14-15 >999 180
BCLL 0.0*Rep Stress Incr YES WB 0.47 Horz(CT) -0.09 17 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 189 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2 *Except* T3:2x4 SP 2250F 1.9E
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 10=1359/0-7-4, (min. 0-1-12),
17=1359/0-5-8, (min. 0-1-12)
Max Horiz 10=-152 (LC 10)
Max Uplift 10=-476 (LC 12), 17=-476 (LC 12)
Max Grav 10=1500 (LC 18), 17=1500 (LC 17)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 7-18=-2094/849, 8-18=-2115/848,
6-20=-2071/884, 7-20=-2151/870,
4-21=-2279/1067, 21-22=-2279/1067,
5-22=-2279/1067, 5-23=-2279/1067,
23-24=-2279/1067, 6-24=-2279/1067,
3-25=-2151/871, 4-25=-2076/887,
2-26=-2117/847, 3-26=-2097/848,
8-10=-1475/702, 2-17=-1475/712
BOT CHORD 15-16=-813/2092, 15-27=-594/1765, 14-27=-594/1765, 13-14=-607/1861, 13-28=-607/1861, 12-28=-607/1861, 11-12=-843/2204
WEBS 7-11=-654/390, 7-12=-338/240, 6-12=-1/393,
6-14=-264/694, 5-14=-492/331,
4-14=-259/694, 4-15=-1/393, 3-15=-340/240,
3-16=-653/393, 8-11=-891/2169,
2-16=-908/2166
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-11-0 to
1-5-13, Interior (1) 1-5-13 to 2-0-0, Exterior(2E) 2-0-0 to
5-4-13, Interior (1) 5-4-13 to 9-0-0, Exterior(2R) 9-0-0 to
12-4-13, Interior (1) 12-4-13 to 25-0-0, Exterior(2R)
25-0-0 to 28-4-13, Interior (1) 28-4-13 to 32-0-0, Exterior(2E) 32-0-0 to 35-4-13, Interior (1) 35-4-13 to 35-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 476 lb uplift at joint
10 and 476 lb uplift at joint 17.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R D02 11Roof Special Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:07 Page: 1
ID:T9IwYXv64gtgwtd2z7jOFayEIHS-1hYL3Tm3OvOk7L6p1cdiZD?TNQbsp_w8aU9edjy813Y
19
18 17 30 16 15 31 14 13
12
11121102292093
27
4 8
28 22
5 23 24 625 26 7
T1
T2
T3
T2
T1 W1W1B2B1
W3
W4W5
W6W7W6W7W6
W5W4
W3 W2W2
Scale = 1:64.4
Plate Offsets (X, Y): [5:0-5-4,0-2-0], [7:0-5-4,0-2-0], [12:Edge,0-7-12], [19:Edge,0-7-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.20 17-18 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.42 17-18 >959 180
BCLL 0.0*Rep Stress Incr YES WB 0.48 Horz(CT) -0.09 19 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 207 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-5-4 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 12=1359/0-7-4, (min. 0-1-12),
19=1359/0-5-8, (min. 0-1-12)
Max Horiz 12=-183 (LC 10)
Max Uplift 12=-476 (LC 12), 19=-476 (LC 12)
Max Grav 12=1506 (LC 18), 19=1506 (LC 17)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 9-20=-2155/765, 10-20=-2175/761,
7-22=-1906/883, 8-22=-1962/866,
8-9=-2528/970, 5-23=-1843/929,
23-24=-1843/929, 6-24=-1843/929,
6-25=-1843/929, 25-26=-1843/929,
7-26=-1843/929, 3-27=-2528/951,
4-27=-2448/962, 4-28=-1962/868,
5-28=-1906/885, 2-29=-2176/755,
3-29=-2155/759, 10-12=-1574/689,
2-19=-1573/700
BOT CHORD 17-18=-699/1861, 17-30=-502/1647,
16-30=-502/1647, 15-16=-513/1735,
15-31=-513/1735, 14-31=-513/1735,
13-14=-731/1998
WEBS 9-13=-741/355, 8-13=-7/381, 8-14=-357/285,
7-14=-136/557, 7-16=-172/403,
6-16=-374/266, 5-16=-170/403,
5-17=-135/558, 4-17=-358/284, 4-18=-4/382, 3-18=-739/350, 10-13=-745/2197, 2-18=-767/2190
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-11-0 to
1-5-13, Interior (1) 1-5-13 to 2-0-0, Exterior(2E) 2-0-0 to
5-4-13, Interior (1) 5-4-13 to 11-0-0, Exterior(2R) 11-0-0
to 14-4-13, Interior (1) 14-4-13 to 23-0-0, Exterior(2R)
23-0-0 to 26-4-13, Interior (1) 26-4-13 to 32-0-0, Exterior(2E) 32-0-0 to 35-4-13, Interior (1) 35-4-13 to 35-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 476 lb uplift at joint
12 and 476 lb uplift at joint 19.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R D03 11Roof Special Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:07 Page: 1
ID:jzS1isrQyKalfi0r_obStqyEIGF-1hYL3Tm3OvOk7L6p1cdiZD?ZUQaEp_m8aU9edjy813Y
19
18 17 16 15 30 14 13 12
11
1012192292083
27
74
28 22
5 2324 2526 6
T1
T2
T3
T2
T1 W1W1B2B1
W3W4
W5W6
W7W8W7
W6W5
W4W3 W2W2
Scale = 1:64.6
Plate Offsets (X, Y): [5:0-5-0,0-2-4], [6:0-5-4,0-2-4], [11:Edge,0-7-12], [12:0-3-8,0-1-8], [18:0-3-8,0-1-8], [19:Edge,0-7-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.20 14-16 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.34 14-16 >999 180
BCLL 0.0*Rep Stress Incr YES WB 0.48 Horz(CT) -0.09 19 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 207 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2 *Except* T3:2x4 SP 2250F 1.9E
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
OTHERS 2x4 SP No.2(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-5-14 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
WEBS T-Brace: 2x4 SP No.2 - 6-16
Fasten (2X) T and I braces to narrow edge of web with 10d (0.131"x3") nails, 6in o.c.,with 3in minimum end distance.Brace must cover 90% of web length.
MiTek recommends that Stabilizers and required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 11=1359/0-7-4, (min. 0-1-12),
19=1359/0-5-8, (min. 0-1-12)
Max Horiz 11=-214 (LC 10)
Max Uplift 11=-476 (LC 12), 19=-476 (LC 12)
Max Grav 11=1502 (LC 18), 19=1496 (LC 17)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 8-20=-2043/803, 9-20=-2063/799,
6-22=-1729/848, 7-22=-1793/827,
7-8=-2220/937, 5-23=-1505/806,
23-24=-1505/806, 24-25=-1505/806,
25-26=-1505/806, 6-26=-1505/806,
3-27=-2208/919, 4-27=-2145/933,
4-28=-1779/832, 5-28=-1715/853,
2-29=-2055/794, 3-29=-2035/798,
9-11=-1469/709, 2-19=-1462/720
BOT CHORD 17-18=-743/2017, 16-17=-664/1846, 15-16=-446/1597, 15-30=-446/1597, 14-30=-446/1597, 13-14=-692/2018, 12-13=-777/2185
WEBS 8-12=-635/348, 7-14=-548/316,
6-14=-151/632, 5-16=-150/571,
4-16=-550/315, 3-18=-630/357,
9-12=-812/2069, 2-18=-835/2054
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-11-0 to
1-5-13, Interior (1) 1-5-13 to 2-0-0, Exterior(2E) 2-0-0 to
5-4-13, Interior (1) 5-4-13 to 13-0-0, Exterior(2R) 13-0-0
to 16-4-13, Interior (1) 16-4-13 to 21-0-0, Exterior(2R)
21-0-0 to 24-4-13, Interior (1) 24-4-13 to 32-0-0, Exterior
(2E) 32-0-0 to 35-4-13, Interior (1) 35-4-13 to 35-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 476 lb uplift at joint
11 and 476 lb uplift at joint 19.
8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R D04 11Roof Special Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:08 Page: 1
ID:r0ooaxPutnV4ow5tEAxTHkyEIFW-Vt5kHpnh9DWblUh?bK9x6RYlrqzgYR0Io7uB99y813X
19
18 17 16 15 14 13 12
11
1012192292038
27
4 7
28 22
5 2324 2526 6
T1
T2
T3
T2
T1 W1W1B2B1
W3W4
W5W6
W7W8W7
W6W5
W4W3 W2W2
Scale = 1:64.9
Plate Offsets (X, Y): [6:0-5-4,0-2-0], [11:Edge,0-7-12], [12:0-3-8,0-1-8], [13:0-3-8,0-1-8], [17:0-3-8,0-1-8], [18:0-3-8,0-1-8], [19:Edge,0-7-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.09 14 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.20 13-14 >999 180
BCLL 0.0*Rep Stress Incr YES WB 0.41 Horz(CT) -0.08 19 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 218 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
OTHERS 2x4 SP No.2(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 6-0-0 oc
bracing.
WEBS T-Brace: 2x4 SP No.2 - 7-14, 6-16,
4-16
Fasten (2X) T and I braces to narrow edge of
web with 10d (0.131"x3") nails, 6in o.c.,with
3in minimum end distance.
Brace must cover 90% of web length.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 11=1359/0-7-4, (min. 0-1-10),
19=1359/0-5-8, (min. 0-1-10)
Max Horiz 11=245 (LC 11)
Max Uplift 11=-476 (LC 12), 19=-476 (LC 12)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 8-20=-1756/810, 9-20=-1781/809, 6-22=-1359/812, 7-22=-1461/794, 7-8=-1944/921, 5-23=-1180/778, 23-24=-1180/778, 24-25=-1180/778,
25-26=-1180/778, 6-26=-1180/778,
3-27=-1944/903, 4-27=-1852/919,
4-28=-1462/792, 5-28=-1360/817,
2-29=-1782/804, 3-29=-1757/805,
9-11=-1330/707, 2-19=-1331/718
BOT CHORD 17-18=-754/1766, 16-17=-641/1618,
15-16=-364/1179, 14-15=-364/1179,
13-14=-665/1618, 12-13=-788/1800
WEBS 8-12=-603/360, 7-13=0/322, 7-14=-592/380,
6-14=-197/449, 5-16=-212/439,
4-16=-590/379, 4-17=0/321, 3-18=-603/370,
9-12=-833/1827, 2-18=-858/1828
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-11-0 to
1-5-13, Interior (1) 1-5-13 to 2-0-0, Exterior(2E) 2-0-0 to
5-4-13, Interior (1) 5-4-13 to 15-0-0, Exterior(2R) 15-0-0
to 18-4-13, Interior (1) 18-4-13 to 19-0-0, Exterior(2R)
19-0-0 to 22-4-13, Interior (1) 22-4-13 to 32-0-0, Exterior
(2E) 32-0-0 to 35-4-13, Interior (1) 35-4-13 to 35-11-0
zone; cantilever left and right exposed ; end vertical left
and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
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.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 476 lb uplift at joint
11 and 476 lb uplift at joint 19.
8) Warning: Additional permanent and stability bracing for
truss system (not part of this component design) is
always required.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R D05 11Roof Special Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:08 Page: 1
ID:rqN4HN1utSwrPmVgjNMRrUyEIEj-Vt5kHpnh9DWblUh?bK9x6RYiMq_NYS6Io7uB99y813X
1.5x4
1
25
15
1413 12 11
10
9238
24 16
2 227
3
6
4
20 21
5
T2
T1
O1
T3
T4W9B1
B2
B3 B4
W2
W1 W3
W4 W5
W6 W7W8
Scale = 1:69.8
*** Design Problems ***
REVIEW REQUIRED
Scab(s) O1 center line lengths less than minimum 4-0-0. Check Design.
Plate Offsets (X, Y): [4:0-4-8,0-3-0], [8:0-2-15,0-2-8], [16:0-7-12,0-4-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.40 16-19 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.72 16-19 >554 180
BCLL 0.0*Rep Stress Incr YES WB 0.40 Horz(CT) 0.22 10 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 225 lb FT = 20%
LUMBERTOP CHORD 2x4 SP No.2 *Except* T1:2x8 SP DSS
BOT CHORD 2x4 SP No.2 *Except* B1:2x4 SP 2250F 1.9E
WEBS 2x4 SP No.2
OTHERS 2x4 SP No.2(flat)LBR SCAB 1-3 SP DSS one side
BRACING
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
WEBS T-Brace: 2x4 SP No.2 - 5-16, 6-14
Fasten (2X) T and I braces to narrow edge of
web with 10d (0.131"x3") nails, 6in o.c.,with
3in minimum end distance.
Brace must cover 90% of web length.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=1232/0-5-8, (min. 0-3-7), 10=1372/ Mechanical, (min. 0-1-8)
Max Horiz 1=-275 (LC 10)
Max Uplift 1=-360 (LC 12), 10=-501 (LC 12)
Max Grav 1=1395 (LC 17), 10=1499 (LC 18)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-818/324, 2-3=-2856/982,
3-4=-2202/876, 4-20=-2333/1104,
5-20=-2249/1127, 5-21=-1352/719,
6-21=-1449/705, 6-7=-1994/804,
7-22=-1388/490, 8-22=-1402/488,
8-10=-1575/723
BOT CHORD 2-24=-729/2120, 16-24=-605/2124,
4-16=-722/519, 13-14=-520/1658,
13-25=-520/1658, 12-25=-520/1658,
11-12=-454/1421
WEBS 14-16=-206/1274, 5-16=-643/1491,
5-14=-166/524, 6-14=-732/391, 6-12=0/334,
7-12=-159/305, 7-11=-823/437,
8-11=-609/1746
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=31ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-2-12 to
3-4-8, Interior (1) 3-4-8 to 17-0-0, Exterior(2R) 17-0-0 to 20-1-12, Interior (1) 20-1-12 to 32-0-0, Exterior(2E) 32-0-0 to 35-1-12, Interior (1) 35-1-12 to 35-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 10.0psf.
6) Refer to girder(s) for truss to truss connections.
7) Bearing at joint(s) 1 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 501 lb uplift at joint
10 and 360 lb uplift at joint 1.
9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is
always required.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R D06 13Roof Special Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:09 Page: 1
ID:90jtF0eXW7f?cZ2DIYzFs2yEG8x-z3f6U9oJwXeSMeFC81gAfe4rIEICHuVR1nelhby813W
3x5
NAILED
1 14
13 28 29 12 1130 10 9
8
27 15
2 7
31
26
6
25 3 5
4
T2
T1
O1
T3
T4B1
B2
B3 B4
W2
W1 W3
W9W8
W4 W5
W6 W7
HW2
Scale = 1:67.3
Plate Offsets (X, Y): [8:0-5-3,0-2-8], [13:0-5-0,0-4-8], [15:0-6-4,0-4-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.31 15-24 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.56 15-24 >718 180
BCLL 0.0*Rep Stress Incr NO WB 0.43 Horz(CT) 0.17 8 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 593 lb FT = 20%
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing, Except:
9-11-12 oc bracing: 2-15
6-0-0 oc bracing: 14-15.
REACTIONS (lb/size) 1=2619/0-5-8, (min. 0-3-6), 8=3215/0-7-4, (min. 0-2-1)
Max Horiz 1=-256 (LC 6)
Max Uplift 1=-931 (LC 8), 8=-963 (LC 8)
Max Grav 1=2983 (LC 13), 8=3534 (LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1595/462, 2-25=-5759/1868,
3-25=-5563/1872, 3-4=-5953/2104,
4-5=-4699/1704, 5-6=-5671/1874,
6-26=-6226/1783, 7-26=-6367/1750,
7-8=-2431/673
BOT CHORD 2-27=-1542/5244, 15-27=-1541/5248, 3-15=-947/466, 13-14=-131/336, 13-28=-1431/4877, 28-29=-1431/4877,
12-29=-1431/4877, 11-12=-1454/5449,
11-30=-1454/5449, 10-30=-1454/5449,
9-10=-1331/4909, 8-9=-1275/4720
WEBS 13-15=-1037/3754, 4-15=-649/2026,
4-13=-1248/3594, 7-9=-1360/398, 7-10=-149/601, 13-31=-1675/515, 5-31=-1503/426, 5-12=-273/1446, 6-12=-828/29, 6-10=0/479
NOTES
1) 2-ply truss to be connected together with 10d (0.131"x3")
nails as follows:
Top chords connected as follows: 2x8 - 2 rows staggered
at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x4 - 1 row at 0-9-0
oc, 2x8 - 4 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) Attached 13-1-2 scab 1 to 3, front face(s) 2x8 SP DSS
with 2 row(s) of 10d (0.131"x3") nails spaced 9"
o.c.except : starting at 8-11-9 from end at joint 3, nail 4
row(s) at 4" o.c. for 2-6-15.
4) Unbalanced roof live loads have been considered for this
design.
5) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.60
plate grip DOL=1.60
6) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component.
7) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 10.0psf.
9) Bearing at joint(s) 1 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
10) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 963 lb uplift at joint
8 and 931 lb uplift at joint 1.
11) Use Simpson Strong-Tie HGUS26-2 (20-10d Girder, 6-10d Truss) or equivalent at 18-1-9 from the left end to connect truss(es) FG01 (2 ply 2x8 SP) to back face of bottom chord.
12)Fill all nail holes where hanger is in contact with lumber.
13) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails
per NDS guidelines.
14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S)Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (lb/ft)
Vert: 1-23=-77, 4-23=-54, 4-7=-54, 7-8=-54, 15-22=-20, 14-16=-20
Concentrated Loads (lb)
Vert: 10=-246, 26=-192, 28=-2400, 29=-25, 30=-246,
31=-210
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R D07 21Roof Special Girder Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:10 Page: 1
ID:Q_?deuY2Q6NPzhLmqqMDWmyE47Z-z3f6U9oJwXeSMeFC81gAfe4ptEGeHu1R1nelhby813W
3x4 5x8
1
7 6148
2
12
3
13
5
4
T2
T1
T3
W4
B1
B2
B3
W2
W1 W3
Scale = 1:64.6
Plate Offsets (X, Y): [8:0-7-8,0-3-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.33 8-11 >645 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.61 8-11 >347 180
BCLL 0.0*Rep Stress Incr YES WB 0.97 Horz(CT) 0.13 6 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 138 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2 *Except* T1:2x8 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
OTHERS 2x4 SP No.2(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-10-14 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
WEBS T-Brace: 2x4 SP No.2 - 5-6, 4-6
Fasten (2X) T and I braces to narrow edge of web with 10d (0.131"x3") nails, 6in o.c.,with 3in minimum end distance.Brace must cover 90% of web length.
MiTek recommends that Stabilizers and required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=667/0-5-8, (min. 0-3-10), 6=654/
Mechanical, (min. 0-1-8)
Max Horiz 1=348 (LC 12)
Max Uplift 1=-99 (LC 12), 6=-290 (LC 12)
Max Grav 1=766 (LC 17), 6=826 (LC 17)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-411/11, 2-12=-1514/317, 3-12=-781/89,
3-13=-883/291, 4-13=-795/313
BOT CHORD 2-14=-477/858, 8-14=-328/764, 3-8=-650/443
WEBS 4-8=-499/1183, 4-6=-721/405
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-2-12 to
3-2-12, Interior (1) 3-2-12 to 17-0-0, Exterior(2E) 17-0-0
to 17-10-4 zone; cantilever left and right exposed ;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.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf.6) Refer to girder(s) for truss to truss connections.
7) Bearing at joint(s) 1 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 290 lb uplift at joint 6 and 99 lb uplift at joint 1.
9) Warning: Additional permanent and stability bracing for
truss system (not part of this component design) is
always required.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R D08 11Roof Special Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:10 Page: 1
ID:L?X8X67wC5izTd0xRXO6wmyEFoM-RGDUiUpxgqmJ_oqOilBPBsd?VefM0CqaGRNID2y813V
WEB 4-8 WAS NOT
CALLED OUT ON
BRACING.
3x4 5x8
1
7 6138
2
12
3
4 5
T2
T1
T3
W4
B1
B2
B3
W3
W2
W1
Scale = 1:56
Plate Offsets (X, Y): [3:0-4-0,0-3-0], [4:0-2-8,0-2-1], [5:Edge,0-1-8], [8:0-7-12,0-2-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.33 8-11 >643 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.61 8-11 >346 180
BCLL 0.0*Rep Stress Incr YES WB 0.63 Horz(CT) 0.13 6 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 135 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2 *Except* T1:2x8 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
OTHERS 2x4 SP No.2(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-9-12 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
WEBS T-Brace: 2x4 SP No.2 - 5-6, 4-6
Fasten (2X) T and I braces to narrow edge of web with 10d (0.131"x3") nails, 6in o.c.,with 3in minimum end distance.Brace must cover 90% of web length.
MiTek recommends that Stabilizers and required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=667/0-5-8, (min. 0-3-10), 6=654/
Mechanical, (min. 0-1-8)
Max Horiz 1=339 (LC 12)
Max Uplift 1=-104 (LC 12), 6=-286 (LC 12)
Max Grav 1=772 (LC 17), 6=816 (LC 17)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-397/0, 2-12=-1513/261, 3-12=-764/67,
3-4=-858/261
BOT CHORD 2-13=-411/849, 8-13=-285/732, 3-8=-629/381
WEBS 4-6=-692/341, 4-8=-401/1103
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-2-12 to
3-2-12, Interior (1) 3-2-12 to 15-8-4, Exterior(2E) 15-8-4
to 17-10-4 zone; cantilever left and right exposed ;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.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf.
7) Refer to girder(s) for truss to truss connections.
8) Bearing at joint(s) 1 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
9) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 286 lb uplift at joint
6 and 104 lb uplift at joint 1.
10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R D09 11Half Hip Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:10 Page: 1
ID:0UU5bjwmMZLzDNKO6c2pwzyEFm2-RGDUiUpxgqmJ_oqOilBPBsd?LefM0I9aGRNID2y813V
4x7
NAILED NAILED NAILED
14 915 16 17 8181920721
6
1
2
3
4 5
T1
T2
T3
W5
B1
W1 W2
W3 W4
W5 W6
HW1
Scale = 1:52.7
Plate Offsets (X, Y): [4:0-5-4,0-2-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.07 8-9 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.11 8-9 >999 180
BCLL 0.0*Rep Stress Incr NO WB 0.52 Horz(CT) 0.02 6 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 272 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.2
OTHERS 1x4 SPF Stud(flat)
SLIDER Left 2x4 SP No.2 -- 1-9-14
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
WEBS T-Brace: 1x4 SPF Stud - 5-6Fasten (1X) T and I braces to narrow edge of
web with 8d (0.113"x2.5") nails, 6in o.c.,with
3in minimum end distance.
Brace must cover 90% of web length.
REACTIONS (lb/size) 1=2015/0-5-8, (min. 0-1-8),
6=1661/ Mechanical, (min. 0-1-8)
Max Horiz 1=271 (LC 23)
Max Uplift 1=-437 (LC 5), 6=-682 (LC 8)
Max Grav 1=2053 (LC 13), 6=1750 (LC 13)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-1495/364, 2-3=-2555/627,
3-4=-1023/305
BOT CHORD 1-14=-1039/3315, 9-14=-1039/3315,
9-15=-1044/3296, 15-16=-1044/3296,
16-17=-1044/3296, 8-17=-1044/3296,
8-18=-728/2231, 18-19=-728/2231, 19-20=-728/2231, 7-20=-728/2231, 7-21=-319/867, 6-21=-319/867
WEBS 2-9=-25/271, 2-8=-1085/322, 3-8=-284/1469,
3-7=-1751/526, 4-7=-602/1853,
4-6=-1828/670
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 roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
Lumber DOL=1.60 plate grip DOL=1.60
5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component.
6) Provide adequate drainage to prevent water ponding.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
9) Refer to girder(s) for truss to truss connections.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 437 lb uplift at joint 1 and 682 lb uplift at joint 6.
11) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails
per NDS guidelines.
12)Warning: Additional permanent and stability bracing for
truss system (not part of this component design) is
always required.
LOAD CASE(S)Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25,
Plate Increase=1.25
Uniform Loads (lb/ft)
Vert: 1-2=-54, 2-4=-54, 4-5=-54, 6-10=-20
Concentrated Loads (lb)
Vert: 14=-315, 15=-314, 16=-314, 17=-314, 18=-297,
19=-320, 20=-216, 21=-266
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R D10 21Half Hip Girder Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:11 Page: 1
ID:xxLZR4RUCuH00c3reFqtocyEXc0-vSnsvqqZR8uAcyPaGSiek3AID20rlm7kU57smUy813U
3.512
712
3x8
4x7
8x8
4x7
6x6
1.5x4
Special
Special
Special Special
7 12 6
5
1
2
34
T1
T2
T3
W3
B1
W1 W2
W3 W4
HW1
Scale = 1:40.8
Plate Offsets (X, Y): [1:Edge,0-2-4], [2:0-5-4,0-1-12], [3:0-5-0,0-2-0], [5:0-3-0,0-2-4], [6:0-4-0,0-6-4], [7:0-5-12,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.03 6-7 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.05 6-7 >999 180
BCLL 0.0*Rep Stress Incr NO WB 0.46 Horz(CT) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 53 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x8 SP DSS
WEBS 2x4 SP No.2
SLIDER Left 2x4 SP No.2 -- 1-9-6
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-0-13 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=1985/0-5-8, (min. 0-2-0), 5=1885/ Mechanical, (min. 0-1-8)
Max Horiz 1=129 (LC 7)
Max Uplift 1=-614 (LC 8), 5=-606 (LC 5)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-1326/409, 2-3=-1083/349
BOT CHORD 1-7=-835/2614, 7-12=-796/2479,
6-12=-796/2479, 5-6=-347/1003
WEBS 2-7=-285/982, 2-6=-1650/540,
3-6=-587/2018, 3-5=-2046/648
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; 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.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 614 lb uplift at joint 1 and 606 lb uplift at joint 5.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 101 lb
down and 66 lb up at 5-2-8 on top chord, and 1026 lb down and 320 lb up at 1-0-13, 1026 lb down and 320 lb up at 3-0-13, and 1026 lb down and 320 lb up at 5-0-13, and 213 lb down and 18 lb up at 5-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S)Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (lb/ft)
Vert: 1-2=-54, 2-3=-54, 3-4=-54, 5-8=-20
Concentrated Loads (lb)
Vert: 6=-1144, 3=-167, 10=-1026, 12=-1026
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R E01 11Half Hip Girder Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:11 Page: 1
ID:d7ktdY02eisicEW59gNwNIyEYxm-vSnsvqqZR8uAcyPaGSiek3AJ824bln2kU57smUy813U
3x3 3x3 3x3
48 25
49 501234567891011 12 13 14 15 16 17 18 19 20 21 22 23 24
ST1W1 W1BL1BL1
B2
T1
B1
T2
W2
Scale = 1:49.4
Plate Offsets (X, Y): [1:Edge,0-0-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) n/a - n/a n/a
BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 142 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.2(flat)
OTHERS 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 All bearings 28-10-0. except 25=0-3-8
(lb) - Max Grav All reactions 250 (lb) or less at joint
(s) 25, 26, 27, 28, 29, 30, 31, 32,
33, 34, 35, 36, 37, 38, 40, 41, 42,
43, 44, 45, 46, 47, 48
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are 1.5x4 MT20 unless otherwise indicated.
3) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) 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 The Chunko Residence
J210532-R F01 11Floor Supported Gable Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:12 Page: 1
ID:0jJAjC?OWp5E8IOUU7USRZyD371-NeLE6AqBCS01D6_mq9DtGHiWFRWPULBtjlsPIwy813T
3x3
3x3
3x3 3x4
3x5
3x3
3x5
4x7 6x6
3x6
3x3
39 38 37 35 34 33 3231 30 29 28 2726 25
4120212223244019181234567891011 12 13 14 15 16 17
W2W1 W3 W3W3 W3W3W3 W4W4W4W4W4
T2
B1 B2
T4T1T3
BL1 BL2
Scale = 1:50.5
Plate Offsets (X, Y): [1:Edge,0-0-12], [18:0-3-0,Edge], [19:0-4-8,Edge], [26:0-1-8,Edge], [37:0-1-8,Edge], [40:0-1-8,0-0-12], [41:0-1-8,0-0-12]
Loading (psf)Spacing 1-4-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0.19 30-32 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(CT) -0.26 30-32 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.04 25 n/a n/a
BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 181 lb FT = 20%F, 11%E
LUMBER
TOP CHORD 2x4 SP No.2(flat) *Except* T1:2x4 SP 2250F 1.9E(flat)
BOT CHORD 2x4 SP No.2(flat) *Except* B2:2x4 SP 2250F
1.9E(flat)
WEBS 2x4 SP No.2(flat)
OTHERS 2x4 SP No.2(flat)
BRACINGTOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
REACTIONS (lb/size) 25=727/0-3-8, (min. 0-1-8),
36=1381/0-3-8, (min. 0-1-8),
39=13/0-5-0, (min. 0-1-8)
Max Uplift 39=-165 (LC 4)
Max Grav 25=732 (LC 7), 36=1381 (LC 1),
39=183 (LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-127/453, 3-4=-127/453, 4-5=-127/453,
5-6=0/1139, 6-7=0/1139, 7-8=0/1139,
8-9=-302/0, 9-10=-1295/0, 10-11=-1295/0, 11-12=-2033/0, 12-13=-2033/0, 13-14=-2033/0, 14-15=-2380/0, 15-16=-2380/0, 16-17=-2358/0, 17-18=-2363/0, 18-19=-2150/0, 19-20=-2160/0, 20-21=-1418/0, 21-22=-1418/0, 22-23=-1418/0
BOT CHORD 37-38=-453/127, 36-37=-814/0,
35-36=-388/0, 34-35=0/846, 33-34=0/1682,
32-33=0/2033, 31-32=0/2271, 30-31=0/2271,
29-30=0/2388, 28-29=0/2323, 27-28=0/1973,
26-27=0/1418, 25-26=0/741
WEBS 5-36=-584/0, 5-37=0/674, 2-38=-455/0, 3-38=-12/269, 4-37=-398/0, 8-36=-1128/0, 8-35=0/915, 9-35=-877/0, 9-34=0/704, 14-32=-463/0, 20-28=0/257, 23-25=-1014/0,
20-27=-789/0, 23-26=0/950, 21-27=0/300,
22-26=-407/0, 18-28=-262/0, 11-34=-609/0,
11-33=0/599, 12-33=-287/0
NOTES
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are 1.5x4 MT20 unless otherwise indicated.
3) The Fabrication Tolerance at joint 31 = 11%
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint 39.
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 The Chunko Residence
J210532-R F02 15Floor Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:13 Page: 1
ID:mLNTjLWgTDse1lylbIDv0cyILeR-NeLE6AqBCS01D6_mq9DtGHiQqRKlUHGtjlsPIwy813T
1.5x4 1.5x4
3x6
3x6 1.5x4
3x4
3x4
32 31 30 28 27 26 25 24 23 22 21 20 19
33 341234567891011 12 13 14 15 16 17 18
W2W1BL1 BL1
B2
T1 T2
B1
Scale = 1:49.4
Plate Offsets (X, Y): [1:Edge,0-0-12], [33:0-1-8,0-0-12], [34:0-1-8,0-0-12]
Loading (psf)Spacing 1-4-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) -0.20 22-23 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.51 Vert(CT) -0.27 22-23 >975 360
BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.04 19 n/a n/a
BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 167 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 2250F
1.9E(flat)
WEBS 2x4 SP No.2(flat)
OTHERS 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 6-0-0 oc
bracing.
REACTIONS (lb/size) 19=740/0-3-8, (min. 0-1-8), 29=1328/0-3-8, (min. 0-1-8), 32=54/0-5-0, (min. 0-1-8)
Max Uplift 32=-125 (LC 4)
Max Grav 19=745 (LC 7), 29=1328 (LC 1),
32=194 (LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-152/362, 3-4=-152/362, 4-5=-152/362,
5-6=0/954, 6-7=0/954, 7-8=-461/0,
8-9=-1405/0, 9-10=-2042/0, 10-11=-2042/0,
11-12=-2454/0, 12-13=-2454/0,
13-14=-2317/0, 14-15=-1875/0,
15-16=-1875/0, 16-17=-1096/0
BOT CHORD 30-31=-362/152, 29-30=-663/0,
28-29=-259/0, 27-28=0/1002, 26-27=0/1794,
25-26=0/1794, 24-25=0/2284, 23-24=0/2454,
22-23=0/2454, 21-22=0/2167, 20-21=0/1539,
19-20=0/638
WEBS 5-29=-542/0, 5-30=0/582, 2-31=-361/27,
4-30=-326/0, 7-29=-1109/0, 17-19=-957/0,
7-28=0/901, 17-20=0/728, 8-28=-871/0, 16-20=-703/0, 8-27=0/651, 16-21=0/518, 9-27=-628/0, 14-21=-451/0, 9-25=0/403, 14-22=0/303, 11-25=-399/0, 13-22=-382/45, 11-24=0/464
NOTES
1) Unbalanced floor live loads have been considered for this design.
2) All plates are 3x3 MT20 unless otherwise indicated.
3) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 125 lb uplift at joint
32.
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 The Chunko Residence
J210532-R F03 19Floor Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:13 Page: 1
ID:MaHcol5mAyvqn7c_PN49zkyILdh-rqvdKWrqzl8urGZzNtk6pUFW3rlqDlq1yPcyqNy813S
3x6
1.5x4 1.5x4
1.5x4
3x6
16 15 13 12 11
1 2 3 4 5 6 7 8 9
W1 W2
T1
B1
Scale = 1:27.8
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.34 Vert(LL) -0.03 12-13 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.36 Vert(CT) -0.04 12-13 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.01 10 n/a n/a
BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 79 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.2(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
REACTIONS (lb/size) 10=427/ Mechanical, (min. 0-1-8), 14=799/0-3-8, (min. 0-1-8), 17=167/ Mechanical, (min. 0-1-8)
Max Uplift 17=-3 (LC 4)
Max Grav 10=435 (LC 7), 14=803 (LC 8),
17=227 (LC 10)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 5-6=-419/0, 6-7=-545/0, 7-8=-545/0
BOT CHORD 13-14=0/256, 12-13=0/545, 11-12=0/545, 10-11=0/331
WEBS 5-14=-613/0, 8-10=-497/0, 5-13=0/283,
8-11=0/330, 3-14=-405/0
NOTES
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are 3x3 MT20 unless otherwise indicated.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 3 lb uplift at joint
17.
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 The Chunko Residence
J210532-R F04 13Floor Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:13 Page: 1
ID:LIFe7F9htO_Go9j23?0dJUyD0Yr-rqvdKWrqzl8urGZzNtk6pUFdwrn9DnK1yPcyqNy813S
3x6
1.5x4 1.5x4
1.5x4
18 17 15 14 13 12
2012345678910
W2W1
B1
T1
BL1
Scale = 1:28.8
Plate Offsets (X, Y): [20:0-1-8,0-0-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) -0.07 12-13 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.60 Vert(CT) -0.09 12-13 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.01 11 n/a n/a
BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 92 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.2(flat)
OTHERS 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) 11=591/0-3-8, (min. 0-1-8),
16=873/0-3-8, (min. 0-1-8),
19=212/ Mechanical, (min. 0-1-8)
Max Grav 11=597 (LC 7), 16=876 (LC 8),
19=263 (LC 10)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 5-6=-753/0, 6-7=-1046/0, 7-8=-1046/0, 8-9=-766/0
BOT CHORD 15-16=0/476, 14-15=0/1046, 13-14=0/1046,
12-13=0/1003, 11-12=0/496
WEBS 3-16=-346/0, 2-19=-287/0, 5-16=-738/0,
9-11=-743/0, 5-15=0/458, 9-12=0/429, 6-15=-483/0, 8-12=-375/0
NOTES
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are 3x3 MT20 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 Ply The Chunko Residence
J210532-R F05 12Floor Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:14 Page: 1
ID:8TpC8Mz9VnByaLNGyUGAUJyD0bg-J1T?XssSk3GlTP89xaFLMiomoF3eyDzAB3LWMpy813R
3x3
3x3
3x3
8 5
1 2 3 4
W1 ST1 ST1
T1
B1
Scale = 1:22.5
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.02 Horiz(TL) 0.00 5 n/a n/a
BCDL 5.0 Code FBC2020/TPI2014 Matrix-MR Weight: 25 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.2(flat)
OTHERS 2x4 SP No.2(flat)
BRACINGTOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS All bearings 4-2-0.
(lb) - Max Grav All reactions 250 (lb) or less at joint
(s) 5, 6, 7, 8
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1) Gable requires continuous bottom chord bearing.
2) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
3) Gable studs spaced at 1-4-0 oc.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-00-00 oc and fastened to each truss with 3-10d
(0.131" X 3") nails. Strongbacks to be attached to walls
at their outer ends or restrained by other means.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R F06 11Floor Supported Gable Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:14 Page: 1
ID:F0EzCCOLC6jbTbrUHH1nL4yD0BJ-J1T?XssSk3GlTP89xaFLMiosiFCkyFhAB3LWMpy813R
3x3
3x6
3x3 3x3
18 17
2012345678910
W1 ST1 ST1 ST1 ST1W2
B1
T1
BL1
Scale = 1:33.8
Plate Offsets (X, Y): [11:Edge,0-3-8], [20:0-1-8,0-0-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) 0.00 17 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.09 Vert(CT) 0.00 18-19 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 11 n/a n/a
BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 68 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.2(flat)
OTHERS 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 All bearings 7-1-8. except 19= Mechanical
(lb) - Max Grav All reactions 250 (lb) or less at joint
(s) 11, 12, 13, 14, 15, 19 except
16=300 (LC 17)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1) Unbalanced floor live loads have been considered for this design.
2) All plates are 1.5x4 MT20 unless otherwise indicated.
3) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) Refer to girder(s) for truss to truss connections.
6) Recommend 2x6 strongbacks, on edge, spaced at
10-00-00 oc and fastened to each truss with 3-10d
(0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.7) CAUTION, Do not erect truss backwards.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R F07 11Floor Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:14 Page: 1
ID:c6GsCjUJagi2NMNf2kGpRgyD0He-J1T?XssSk3GlTP89xaFLMiosEFBcyFRAB3LWMpy813R
3x3
3x6
1.5x4
3x3 3x3 1.5x4
3x3
1.5x4
15 14 12 11
17123456789
W1 W2
B1
T1
BL1
Scale = 1:28.5
Plate Offsets (X, Y): [17:0-1-8,0-0-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.16 Vert(LL) -0.01 10-11 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.17 Vert(CT) -0.02 10-11 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 10 n/a n/a
BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 71 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.2(flat)
OTHERS 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) 10=360/0-5-8, (min. 0-1-8),
13=626/0-5-8, (min. 0-1-8),
16=227/ Mechanical, (min. 0-1-8)
Max Grav 10=370 (LC 7), 13=633 (LC 8),
16=248 (LC 10)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 5-6=-411/0, 6-7=-411/0, 7-8=-411/0
BOT CHORD 12-13=0/286, 11-12=0/411, 10-11=0/275
WEBS 3-13=-266/0, 2-16=-256/0, 5-13=-405/0,
8-10=-410/0
NOTES
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are 3x3 MT20 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 Ply The Chunko Residence
J210532-R F08 16Floor Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:14 Page: 1
ID:GDagQGFql1e6R1ilFSuaUyyD0Gf-J1T?XssSk3GlTP89xaFLMiorRFAOyExAB3LWMpy813R
3x3
3x6
3x3
1.5x4
3x3
3x6
7 6
5
91234
W1 W2
B1
T1
BL1
Scale = 1:27.8
Plate Offsets (X, Y): [9:0-1-8,0-0-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.13 Vert(LL) -0.01 7-8 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.11 Vert(CT) -0.01 7-8 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 5 n/a n/a
BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 32 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.2(flat)
OTHERS 2x4 SP No.2(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-8-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 5=237/0-5-8, (min. 0-1-8), 8=243/
Mechanical, (min. 0-1-8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
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) CAUTION, Do not erect truss backwards.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R F09 11Floor Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:15 Page: 1
ID:Kf1Ci0rZC5p9pZxAcFH4zHyD0Fu-oD0NlCt4VNOb4ZjLVInauvK1nfWXhifKPj53vFy813Q
3x6 FP
1.5x4 4x4
4x7
1.5x4 3x3
3x6
3x3
3x6
3x3
5x8
3x3
6x6
3x3
29
28 27 26 2524 23 22 21 20 19 18 17
3012 3 4 5 6 7 891011 12 13 14 15
W2W1
B3
T1
B4B2B1
T2
BL1
Scale = 1:40.9
Plate Offsets (X, Y): [1:Edge,0-0-12], [22:0-3-0,Edge], [30:0-1-8,0-0-12]
Loading (psf)Spacing 1-4-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0.25 21-22 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.56 Vert(CT) -0.34 21-22 >813 360
BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.04 16 n/a n/a
BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 168 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.2(flat)
OTHERS 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) 16=854/ Mechanical, (min. 0-1-8),
29=854/0-2-14, (min. 0-1-8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-1297/0, 3-4=-2298/0, 4-5=-2298/0, 5-6=-2941/0, 6-7=-3332/0, 7-8=-3332/0,
8-9=-3290/0, 9-10=-2958/0, 10-11=-2318/0,
11-12=-2318/0, 12-13=-2318/0,
13-14=-1325/0
BOT CHORD 28-29=0/729, 27-28=0/1852, 26-27=0/2694,
25-26=0/2694, 24-25=0/2694, 23-24=0/3192,
22-23=0/3332, 21-22=0/3332, 20-21=0/3217,
19-20=0/3217, 18-19=0/2708, 17-18=0/1875,
16-17=0/761
WEBS 14-16=-1117/0, 2-29=-1098/0, 14-17=0/875, 2-28=0/881, 13-17=-852/0, 3-28=-859/0, 13-18=0/667, 3-27=0/673, 10-18=-588/0,
5-27=-596/0, 10-19=0/386, 5-24=0/383,
9-19=-391/0, 6-24=-403/0, 6-23=-75/406,
8-21=-329/203, 8-22=-258/156
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 at joint(s) 29.
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 The Chunko Residence
J210532-R F10 19Floor Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:15 Page: 1
ID:?CYYSGFJLTc8XDIABpc1HdyJ1hH-oD0NlCt4VNOb4ZjLVInauvKytfPVhfKKPj53vFy813Q
3x3
40 21
41 421234567891011 12 13 1415 16 17 18 19 20
ST1W1 W1BL1BL1
B2
T1
B1
T2
W2
Scale = 1:41.2
Plate Offsets (X, Y): [1:Edge,0-0-12], [41:0-1-8,0-0-12], [42:0-1-8,0-0-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.02 Horiz(TL) n/a - n/a n/a
BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 117 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.2(flat)
OTHERS 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 All bearings 23-9-10.
(lb) - Max Grav All reactions 250 (lb) or less at joint
(s) 21, 22, 23, 24, 25, 26, 27, 28,
29, 30, 31, 32, 33, 34, 36, 37, 38,
39, 40
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1) All plates are 1.5x4 MT20 unless otherwise indicated.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) 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 The Chunko Residence
J210532-R F11 11Floor Supported Gable Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:15 Page: 1
ID:0WraQHXEqWBP0Dq1V0?nodyD2nh-oD0NlCt4VNOb4ZjLVInauvK1VfX6hixKPj53vFy813Q
4x4
4x4 3x3
3x3
3x3
3x3
3x5
3x3
3x5
4x4 3x5
3x3
32
31 30 29 28 27 26 25 24 23 22 20
19
34
33 351234567891011 12 13 14 15 16 17 18
W2W1
T1
B2B1
T2
W3BL1 BL2
Scale = 1:43.7
Plate Offsets (X, Y): [1:Edge,0-0-12], [33:0-1-8,0-0-12], [34:0-1-8,0-0-12], [35:0-1-8,0-0-12]
Loading (psf)Spacing 1-4-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.26 Vert(LL) -0.24 25-27 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(CT) -0.34 25-27 >821 360
BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.07 21 n/a n/a
BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 153 lb FT = 20%F, 11%E
LUMBER
TOP CHORD 2x4 SP 2250F 1.9E(flat) *Except* T2:2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat) *Except* B2:2x4 SP 2250F
1.9E(flat)
WEBS 2x4 SP No.2(flat)
OTHERS 2x4 SP No.2(flat)
BRACINGTOP 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: 25-27
6-0-0 oc bracing: 20-21,19-20.
REACTIONS (lb/size) 21=1013/0-7-12, (min. 0-1-8), 32=828/0-5-8, (min. 0-1-8)
Max Grav 21=1013 (LC 1), 32=834 (LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-1248/0, 3-4=-2180/0, 4-5=-2180/0,
5-6=-2767/0, 6-7=-3019/0, 7-8=-3019/0, 8-9=-3074/0, 9-10=-3074/0, 10-11=-2754/0, 11-12=-2754/0, 12-13=-2159/0, 13-14=-2159/0, 14-15=-1222/0
BOT CHORD 31-32=0/717, 30-31=0/1763, 29-30=0/2535,
28-29=0/3019, 27-28=0/3019, 26-27=0/3107,
25-26=0/3107, 24-25=0/2972, 23-24=0/2525,
22-23=0/1742, 21-22=0/690
WEBS 15-21=-1074/0, 2-32=-1076/0, 15-22=0/853,
2-31=0/842, 14-22=-834/0, 3-31=-818/0,
14-23=0/651, 3-30=0/642, 12-23=-572/0,
5-30=-548/0, 12-24=0/371, 5-29=0/421,
10-24=-353/0, 8-27=-319/186, 6-29=-477/0
NOTES
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are 1.5x4 MT20 unless otherwise indicated.
3) The Fabrication Tolerance at joint 26 = 11%
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 The Chunko Residence
J210532-R F12 11Floor Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:15 Page: 1
ID:9CISGas1T4QD96UKF938GVyD2IH-oD0NlCt4VNOb4ZjLVInauvK_hfJjhfVKPj53vFy813Q
1.5x4 3x5
3x5
1.5x4
3x5
3x5
3x6
25
24 23 22 21 20 19 18 17 16
15
2612 3 45 6 7 891011 12 13 14
W2W1
B2
T1 T2
B1
BL1
Scale = 1:38.1
Plate Offsets (X, Y): [1:Edge,0-0-12], [26:0-1-8,0-0-12]
Loading (psf)Spacing 1-4-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL) -0.20 18-19 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(CT) -0.28 18-19 >913 360
BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.05 15 n/a n/a
BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 123 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 2250F
1.9E(flat)
WEBS 2x4 SP No.2(flat)
OTHERS 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) 15=786/0-6-0, (min. 0-1-8), 25=782/0-5-8, (min. 0-1-8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1160/0, 3-4=-2004/0, 4-5=-2004/0,
5-6=-2505/0, 6-7=-2709/0, 7-8=-2709/0,
8-9=-2509/0, 9-10=-2001/0, 10-11=-2001/0,
11-12=-2001/0, 12-13=-1160/0
BOT CHORD 24-25=0/671, 23-24=0/1633, 22-23=0/2317,
21-22=0/2317, 20-21=0/2709, 19-20=0/2709,
18-19=0/2671, 17-18=0/2323, 16-17=0/1633,
15-16=0/671
WEBS 13-15=-1009/0, 2-25=-1007/0, 13-16=0/776,
2-24=0/776, 12-16=-750/0, 3-24=-752/0, 12-17=0/568, 3-23=0/571, 9-17=-497/0, 5-23=-484/0, 9-18=0/295, 5-21=0/368, 8-18=-288/0, 6-21=-482/0, 8-19=-173/331
NOTES
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are 3x3 MT20 unless otherwise indicated.
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 The Chunko Residence
J210532-R F13 11Floor Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:16 Page: 1
ID:dY9F5w1VgbMUVuCbK2kWclyD2Bb-GPalyYtiGgWSijIY3?IpR7t5N3kbQ62TeNqcRiy813P
1.5x4 3x4
3x4
1.5x4
1.5x4 3x5 3x6
24
23 22 21 20 19 18 17 16 15
14
2512 3 45 6 7 89 10 11 12 13
W2W1
B2
T1 T2
B1
BL1
Scale = 1:36.1
Plate Offsets (X, Y): [1:Edge,0-0-12], [25:0-1-8,0-0-12]
Loading (psf)Spacing 1-4-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.17 18-19 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(CT) -0.23 18-19 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.05 14 n/a n/a
BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 116 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.2(flat)
OTHERS 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) 14=737/0-6-0, (min. 0-1-8),
24=733/0-5-8, (min. 0-1-8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-1077/0, 3-4=-1838/0, 4-5=-1838/0, 5-6=-2258/0, 6-7=-2395/0, 7-8=-2258/0,
8-9=-1838/0, 9-10=-1838/0, 10-11=-1838/0,
11-12=-1077/0
BOT CHORD 23-24=0/628, 22-23=0/1511, 21-22=0/2117,
20-21=0/2117, 19-20=0/2395, 18-19=0/2395,
17-18=0/2395, 16-17=0/2117, 15-16=0/1511,
14-15=0/628
WEBS 12-14=-943/0, 2-24=-942/0, 12-15=0/713,
2-23=0/713, 11-15=-688/0, 3-23=-689/0,
11-16=0/505, 3-22=0/505, 8-16=-431/0,
5-22=-431/0, 8-17=0/306, 5-20=0/306,
7-17=-384/45, 6-20=-384/45
NOTES
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are 3x3 MT20 unless otherwise indicated.
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 The Chunko Residence
J210532-R F14 11Floor Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:16 Page: 1
ID:M8w?Cw?FimF7R0W2tEYpHWyD21J-GPalyYtiGgWSijIY3?IpR7t773fUQ6KTeNqcRiy813P
3x6
1.5x4
20 19 18 17 16 15 14
13
1 2 3 456 7 8910 11 12
W2W1
T1
B1
Scale = 1:33.6
Loading (psf)Spacing 1-4-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.14 16-17 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(CT) -0.19 16-17 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.04 13 n/a n/a
BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 109 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.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) 13=678/0-6-0, (min. 0-1-8), 21=678/ Mechanical, (min. 0-1-8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-976/0, 3-4=-1639/0, 4-5=-1639/0,
5-6=-2015/0, 6-7=-2015/0, 7-8=-1959/0,
8-9=-1636/0, 9-10=-1636/0, 10-11=-976/0
BOT CHORD 20-21=0/576, 19-20=0/1359, 18-19=0/1854, 17-18=0/2015, 16-17=0/2015, 15-16=0/1872, 14-15=0/1361, 13-14=0/575
WEBS 11-13=-864/0, 2-21=-865/0, 11-14=0/637,
2-20=0/636, 10-14=-611/0, 3-20=-608/0, 10-15=0/424, 3-19=0/432, 8-15=-364/0, 5-19=-332/0, 5-18=-7/395, 7-16=-259/98
NOTES
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are 3x3 MT20 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.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R F15 11Floor Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:16 Page: 1
ID:eEWXsZcg6ER4JkyBqMWcozyD24O-GPalyYtiGgWSijIY3?IpR7t6U3htQ7gTeNqcRiy813P
3x6
1.5x4
3x5
1.5x4
19 18 17 16 15 14
211234567891011 12
W2W1
B1
T1
BL1
Scale = 1:32.7
Plate Offsets (X, Y): [21:0-1-8,0-0-12]
Loading (psf)Spacing 1-4-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) -0.14 17-18 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.64 Vert(CT) -0.18 17-18 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.04 13 n/a n/a
BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 104 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.2(flat)
OTHERS 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) 13=653/0-5-8, (min. 0-1-8),
20=657/ Mechanical, (min. 0-1-8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-940/0, 3-4=-1572/0, 4-5=-1572/0, 5-6=-1891/0, 6-7=-1891/0, 7-8=-1891/0,
8-9=-1572/0, 9-10=-1572/0, 10-11=-940/0
BOT CHORD 19-20=0/557, 18-19=0/1309, 17-18=0/1764, 16-17=0/1891, 15-16=0/1764, 14-15=0/1309, 13-14=0/556
WEBS 11-13=-835/0, 2-20=-836/0, 11-14=0/609,
2-19=0/609, 10-14=-585/0, 3-19=-585/0,
10-15=0/407, 3-18=0/407, 8-15=-296/0,
5-18=-296/0, 8-16=-29/382, 5-17=-29/382
NOTES
1) Unbalanced floor live loads have been considered for this design.
2) All plates are 3x3 MT20 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 Ply The Chunko Residence
J210532-R F17 17Floor Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:17 Page: 1
ID:1g07yR5O6K?XbCFu?FX26cyD2R0-kc87AuuK1_eJKttkcjp2zKQHPS4k9a3ct1aAz8y813O
3x3
3x6
3x3
3x3 3x3
3x3
1.5x4 1.5x4
14 13 12 11
16123456789
W2W1
B1
T1
BL1
Scale = 1:27.6
Plate Offsets (X, Y): [16:0-1-8,0-0-12]
Loading (psf)Spacing 1-4-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.10 12-13 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(CT) -0.14 12-13 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.01 10 n/a n/a
BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 73 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.2(flat)
OTHERS 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) 10=439/0-3-8, (min. 0-1-8),
15=443/ Mechanical, (min. 0-1-8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-575/0, 3-4=-860/0, 4-5=-860/0, 5-6=-703/0, 6-7=-703/0, 7-8=-703/0
BOT CHORD 14-15=0/365, 13-14=0/777, 12-13=0/868,
11-12=0/703, 10-11=0/357
WEBS 8-10=-533/0, 2-15=-548/0, 8-11=0/534, 2-14=0/333, 3-14=-320/0, 5-12=-288/0,
7-11=-300/0
NOTES
1) Unbalanced floor live loads have been considered for this design.
2) All plates are 3x3 MT20 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 Ply The Chunko Residence
J210532-R F18 11Floor Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:17 Page: 1
ID:vn_niNhld5tcBcIwG3LAVlyD2L4-kc87AuuK1_eJKttkcjp2zKQEvS4u9aNct1aAz8y813O
3x3
27 28
12 3 4 5 6 7 891011 12 13
ST1 W1W1BL1BL1
B1
T1
W2
Scale = 1:28.3
Plate Offsets (X, Y): [1:Edge,0-0-12], [27:0-1-8,0-0-12], [28:0-1-8,0-0-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.02 Horiz(TL) n/a - n/a n/a
BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 79 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.2(flat)
OTHERS 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 6-0-0 oc
bracing, Except:
10-0-0 oc bracing: 25-26,24-25.
REACTIONS All bearings 15-2-12.
(lb) - Max Uplift All uplift 100 (lb) or less at joint(s)
14
Max Grav All reactions 250 (lb) or less at joint(s) 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) All plates are 1.5x4 MT20 unless otherwise indicated.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14.
6) Recommend 2x6 strongbacks, on edge, spaced at
10-00-00 oc and fastened to each truss with 3-10d
(0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R F19 11Floor Supported Gable Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:17 Page: 1
ID:Kb_ioe8KOwmJyDA2VgGkPWyD1Rg-kc87AuuK1_eJKttkcjp2zKQN_SDa9cQct1aAz8y813O
1.5x4 3x4
3x4
3x3
1.5x4 3x3
3x3
3x6
1.5x4
15 14 13 12 11 10
9
17 1812345678
W2W1BL1 BL1
B1
T1
Scale = 1:32.1
Plate Offsets (X, Y): [17:0-1-8,0-0-12], [18:0-1-8,0-0-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.12 13-14 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(CT) -0.15 13-14 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.03 9 n/a n/a
BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 85 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.2(flat)
OTHERS 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) 9=818/0-3-0, (min. 0-1-8),
16=818/0-7-4, (min. 0-1-8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-1140/0, 3-4=-1780/0, 4-5=-1987/0, 5-6=-1780/0, 6-7=-1140/0
BOT CHORD 15-16=0/687, 14-15=0/1568, 13-14=0/1987,
12-13=0/1987, 11-12=0/1987, 10-11=0/1568,
9-10=0/687
WEBS 7-9=-1031/0, 2-16=-1031/0, 7-10=0/718,
2-15=0/718, 6-10=-680/0, 3-15=-680/0,
6-11=0/385, 3-14=0/385, 4-14=-470/0,
5-11=-470/0
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.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R F20 12Floor Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:17 Page: 1
ID:Bdzsjha_YwFG5?CtBVnkXFyD2Sz-kc87AuuK1_eJKttkcjp2zKQHkS0_9Zbct1aAz8y813O
1.5x4 3x4
3x4
3x3
1.5x4 3x5
1.5x4 3x4
16 15 14 13 12 11
18 19123456789
W2W1BL1 BL1
B1
T1
Scale = 1:32.1
Plate Offsets (X, Y): [1:Edge,0-0-12], [18:0-1-8,0-0-12], [19:0-1-8,0-0-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.10 12-13 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(CT) -0.13 12-13 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.03 10 n/a n/a
BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 87 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.2(flat)
OTHERS 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) 10=810/0-3-0, (min. 0-1-8),
17=810/0-5-8, (min. 0-1-8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-1126/0, 3-4=-1753/0, 4-5=-1950/0, 5-6=-1786/0, 6-7=-1786/0, 7-8=-1123/0
BOT CHORD 16-17=0/680, 15-16=0/1548, 14-15=0/1950,
13-14=0/1950, 12-13=0/1950, 11-12=0/1537,
10-11=0/684
WEBS 8-10=-1025/0, 2-17=-1020/0, 8-11=0/697,
2-16=0/708, 7-11=-658/0, 3-16=-671/0,
7-12=0/384, 3-15=0/372, 5-12=-464/42,
4-15=-436/0
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.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R F21 12Floor Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:18 Page: 1
ID:AkHtk?8LaMG9Jjb?j09qD9yD2Uq-CoiWNDvyoImAx1SwAQKHWYyTQsNxu0rm5hJjVay813N
1.5x4 3x4
3x4
3x3
1.5x4 3x5
1.5x4 3x4
16 15 14 13 12 11
18 19123456789
W2W1BL1 BL1
B1
T1
Scale = 1:32.1
Plate Offsets (X, Y): [1:Edge,0-0-12], [18:0-1-8,0-0-12], [19:0-1-8,0-0-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.10 12-13 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(CT) -0.13 12-13 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.03 10 n/a n/a
BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 87 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.2(flat)
OTHERS 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) 10=810/0-5-0, (min. 0-1-8),
17=810/0-5-8, (min. 0-1-8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-1126/0, 3-4=-1753/0, 4-5=-1950/0, 5-6=-1786/0, 6-7=-1786/0, 7-8=-1123/0
BOT CHORD 16-17=0/680, 15-16=0/1548, 14-15=0/1950,
13-14=0/1950, 12-13=0/1950, 11-12=0/1537,
10-11=0/684
WEBS 8-10=-1025/0, 2-17=-1020/0, 8-11=0/697,
2-16=0/708, 7-11=-658/0, 3-16=-671/0,
7-12=0/384, 3-15=0/372, 5-12=-464/42,
4-15=-436/0
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 0-0-0 oc.
4) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R F22 11Floor Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:18 Page: 1
ID:AkHtk?8LaMG9Jjb?j09qD9yD2Uq-CoiWNDvyoImAx1SwAQKHWYyTQsNxu0rm5hJjVay813N
3x6 FP
1.5x4 4x4
4x4
1.5x4 1.5x4 3x3
3x5
3x3 1.5x4
20 19 18 17 16 15 14
22 231234567891011 12
W2W1BL1 BL1
T1
B2B1
Scale = 1:33.2
Plate Offsets (X, Y): [1:Edge,0-0-12], [22:0-1-8,0-0-12], [23:0-1-8,0-0-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.13 16-17 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(CT) -0.18 16-17 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.05 13 n/a n/a
BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 101 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.2(flat)
OTHERS 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) 13=929/0-3-0, (min. 0-1-8),
21=929/0-3-8, (min. 0-1-8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-1325/0, 3-4=-2188/0, 4-5=-2188/0, 5-6=-2566/0, 6-7=-2566/0, 7-8=-2566/0,
8-9=-2188/0, 9-10=-2188/0, 10-11=-1325/0
BOT CHORD 20-21=0/790, 19-20=0/1837, 18-19=0/2437, 17-18=0/2437, 16-17=0/2566, 15-16=0/2437, 14-15=0/1837, 13-14=0/790
WEBS 11-13=-1184/0, 2-21=-1184/0, 11-14=0/850,
2-20=0/850, 10-14=-813/0, 3-20=-813/0,
10-15=0/543, 3-19=0/543, 8-15=-384/0,
5-19=-384/0, 8-16=-91/431, 5-17=-91/431
NOTES
1) Unbalanced floor live loads have been considered for this design.
2) All plates are 1.5x4 MT20 unless otherwise indicated.
3) Provide mechanical connection (by others) of truss to
bearing plate at joint(s) 13.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-00-00 oc and fastened to each truss with 3-10d
(0.131" X 3") nails. Strongbacks to be attached to walls
at their outer ends or restrained by other means.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R F23 16Floor Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:18 Page: 1
ID:OUWbN8_hVgqPzM_oHdy5?dyD2Xc-CoiWNDvyoImAx1SwAQKHWYySysOOu0Em5hJjVay813N
1.5x4 1.5x4
3x4
3x4 3x4
3x5 1.5x4 3x4
1.5x4
32 31 30 29 28 27 25 24 23 22 21 20 19
33 34123456789 1011 12 13 14 15 16 17 18
W2W1BL1 BL1
B2
T1
B1
T2
Scale = 1:50.4
Plate Offsets (X, Y): [1:Edge,0-0-12], [29:0-1-8,Edge], [33:0-1-8,0-0-12], [34:0-1-8,0-0-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.91 Vert(LL) -0.16 21-22 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(CT) -0.20 21-22 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT) 0.05 19 n/a n/a
BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 167 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.2(flat)
OTHERS 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 2-2-0 oc
bracing.
REACTIONS (lb/size) 19=830/0-5-0, (min. 0-1-8),
26=1862/0-3-8, (min. 0-1-8),
32=564/0-5-8, (min. 0-1-8)
Max Grav 19=858 (LC 7), 26=1862 (LC 1),
32=634 (LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-830/0, 3-4=-1172/52, 4-5=-1172/52, 5-6=-1172/52, 6-7=-527/453, 7-8=0/1227, 8-9=0/1227, 9-10=-673/51, 10-11=-1653/0, 11-12=-1658/0, 12-13=-2170/0, 13-14=-2170/0, 14-15=-1945/0, 15-16=-1945/0, 16-17=-1205/0
BOT CHORD 31-32=0/530, 30-31=0/1093, 29-30=-52/1172,
28-29=-272/903, 27-28=-628/145,
26-27=-628/145, 25-26=-398/89,
24-25=0/1242, 23-24=0/1955, 22-23=0/2170,
21-22=0/2170, 20-21=0/1659, 19-20=0/727
WEBS 7-26=-1048/0, 2-32=-794/0, 7-28=0/701, 2-31=0/476, 6-28=-727/0, 3-31=-417/34, 6-29=0/668, 9-26=-1321/0, 17-19=-1090/0,
9-25=0/987, 17-20=0/760, 10-25=-954/0,
16-20=-721/0, 10-24=0/688, 16-21=0/441,
14-21=-454/13, 5-29=-369/0, 12-24=-520/0,
12-23=0/580, 13-23=-328/0
NOTES
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are 3x3 MT20 unless otherwise indicated.
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 The Chunko Residence
J210532-R F24 11Floor Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:18 Page: 1
ID:rEL7U98LHzh_k?NaNiESrZyD2a_-CoiWNDvyoImAx1SwAQKHWYyLlsLQu?bm5hJjVay813N
1.5x4 1.5x4
4x4 1.5x4 3x5 3x6
1.5x4
34 33 32 31 30 2928 26 25 24 23 22 21
20
35 361234567891011 12 13 14 15 16 17 18 19
W2W1BL1 BL1
T1
B2B1
T2
Scale = 1:50.4
Plate Offsets (X, Y): [1:Edge,0-0-12], [35:0-1-8,0-0-12], [36:0-1-8,0-0-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.10 22-23 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(CT) -0.14 22-23 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.03 20 n/a n/a
BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 170 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.2(flat)
OTHERS 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 2-2-0 oc
bracing.
REACTIONS (lb/size) 20=649/0-5-8, (min. 0-1-8),
27=1946/0-5-8, (min. 0-1-8),
34=660/0-5-0, (min. 0-1-8)
Max Grav 20=718 (LC 4), 27=1946 (LC 1),
34=705 (LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-942/0, 3-4=-1470/0, 4-5=-1470/0, 5-6=-1470/0, 6-7=-1116/56, 7-8=-1116/56, 8-9=-253/382, 9-10=0/1529, 10-11=0/1529, 11-12=-425/567, 12-13=-425/567, 13-14=-1194/213, 14-15=-1507/12, 15-16=-1491/0, 16-17=-1491/0, 17-18=-966/0
BOT CHORD 33-34=0/591, 32-33=0/1275, 31-32=0/1470,
30-31=0/1358, 29-30=-205/765,
28-29=-205/765, 27-28=-774/0,
26-27=-812/0, 25-26=-378/911,
24-25=-12/1507, 23-24=-12/1507,
22-23=-12/1507, 21-22=0/1308, 20-21=0/602
WEBS 9-27=-1229/0, 2-34=-886/0, 9-28=0/902,
2-33=0/556, 8-28=-872/0, 3-33=-529/0,
8-30=0/603, 3-32=-40/318, 6-30=-439/0,
6-31=0/454, 5-31=-258/0, 11-27=-1223/0,
18-20=-903/0, 11-26=0/897, 18-21=0/577,
13-26=-856/0, 17-21=-544/0, 13-25=0/556,
17-22=-14/282, 14-25=-671/0, 15-22=-65/326
NOTES
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are 3x3 MT20 unless otherwise indicated.
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 The Chunko Residence
J210532-R F25 16Floor Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:19 Page: 1
ID:Uxo0VUoYtmo5r0xZz3tKyuyJ_im-g_GubZwaZbu1ZB07k8rW3lVaPGhMdTJvKL3H20y813M
3x3
3x6
3x3
1.5x4
3x3
5
4
7123
W1
B1
T1
W2 BL1
Scale = 1:27.6
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.22 Vert(LL) -0.01 5-6 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.21 Vert(CT) -0.02 5-6 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT) n/a - n/a n/a
BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 20 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.2(flat)
OTHERS 2x4 SP No.2(flat)
BRACINGTOP CHORD Structural wood sheathing directly applied or 2-5-4 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 4=114/0-6-12, (min. 0-1-8), 6=120/
Mechanical, (min. 0-1-8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
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) CAUTION, Do not erect truss backwards.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R F26 13Floor Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:19 Page: 1
ID:ZyMQBpBn4N3SfqrrzlIF6gyD2_U-g_GubZwaZbu1ZB07k8rW3lVhIGswdW4vKL3H20y813M
3x3
3x6
3x3
3x3
3x3
3x3
1.5x4
6
9
1012345
W1 W2
T1
B1
W4W3 BL1
Scale = 1:37.6
Plate Offsets (X, Y): [9:0-1-8,0-0-12], [10:0-1-8,0-0-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.14 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(CT) 0.00 7-8 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) n/a - n/a n/a
BCDL 5.0 Code FBC2020/TPI2014 Matrix-MP Weight: 37 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.2(flat)
OTHERS 2x4 SP No.2(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-0-11 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
REACTIONS (lb/size) 7=556/0-7-4, (min. 0-1-8), 8=-34/
Mechanical, (min. 0-1-8)
Max Uplift 8=-123 (LC 4)
Max Grav 7=556 (LC 1), 8=80 (LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
WEBS 2-7=-258/0, 4-7=-262/0
NOTES
1) Unbalanced floor live loads have been considered for
this design.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 123 lb uplift at joint
8.
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 The Chunko Residence
J210532-R F27 11Floor Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:19 Page: 1
ID:eTwfkpbAXJorCpIKKpuhMMyD1yf-g_GubZwaZbu1ZB07k8rW3lViXGvadWRvKL3H20y813M
3x3
3x6
3x3
3x3
3x3
3x3
3x3
98 7
12
13123456
W1 W2
T1
B1
W3 BL1
Scale = 1:33.1
Plate Offsets (X, Y): [12:0-1-8,0-0-12], [13:0-1-8,0-0-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) 0.00 10-11 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.24 Vert(CT) 0.00 10-11 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 10 n/a n/a
BCDL 5.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 45 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.2(flat)
OTHERS 2x4 SP No.2(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-1-12 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
REACTIONS (lb/size) 10=839/0-7-4, (min. 0-1-8),
11=-198/ Mechanical, (min. 0-1-8)
Max Uplift 11=-287 (LC 4)
Max Grav 10=839 (LC 1), 11=35 (LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=0/460, 3-4=0/460
BOT CHORD 10-11=-275/0
WEBS 2-11=0/414, 2-10=-462/0, 4-10=-518/0
NOTES
1) Unbalanced floor live loads have been considered for
this design.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 287 lb uplift at joint
11.
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 The Chunko Residence
J210532-R F28 13Floor Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:20 Page: 1
ID:kp1iab9uikRy6dvHhRoV4EyD1Sy-8BqGovxDKv0uBKbJIrMlby2pOgChMyc3Z?oqaTy813L
3x3
3x6
3x6
3x3
12
W1 W2
T1
B1
Scale = 1:23.1
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/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 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) 0.00 3-4 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) n/a - n/a n/a
BCDL 5.0 Code FBC2020/TPI2014 Matrix-MP Weight: 17 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.2(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or 1-10-10 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 3=90/ Mechanical, (min. 0-1-8), 4=90/ Mechanical, (min. 0-1-8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1) Refer to girder(s) for truss to truss connections.
2) 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 The Chunko Residence
J210532-R F29 15Floor Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:20 Page: 1
ID:NUZ71_0Zhtz384VOMaZlDRyD20_-8BqGovxDKv0uBKbJIrMlby2sLgF7MzT3Z?oqaTy813L
3x3
4 3
12
W1W2
T1
B1
Scale = 1:26.8
Plate Offsets (X, Y): [4:Edge,0-0-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr NO WB 0.09 Horiz(TL) 0.00 3 n/a n/a
BCDL 5.0 Code FBC2020/TPI2014 Matrix-MP Weight: 10 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.2(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or
1-0-6 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS (lb/size) 3=50/1-0-6, (min. 0-1-8),
4=50/1-0-6, (min. 0-1-8)
Max Uplift 3=-444 (LC 4), 4=-444 (LC 3)
Max Grav 3=460 (LC 3), 4=460 (LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-4=-457/446
WEBS 1-3=-524/524
NOTES
1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
3) Gable studs spaced at 1-4-0 oc.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 444 lb uplift at joint 4 and 444 lb uplift at joint 3.
5) This truss has been designed for a total wind drag load
of 293 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60)
Connect truss to resist drag loads along bottom chord
from 0-0-0 to 1-0-6 for 293.0 plf.
6) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R F30 114Floor Supported Gable Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:20 Page: 1
ID:SRZ8XwfgUy5ucahtdmQbP0yARmR-8BqGovxDKv0uBKbJIrMlby2uFgFlMy13Z?oqaTy813L
3x3
3x3
4 3
12
W1 W2
T1
B1
Scale = 1:23.5
Plate Offsets (X, Y): [4:Edge,0-0-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.21 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.12 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr NO WB 0.18 Horiz(TL) 0.00 3 n/a n/a
BCDL 5.0 Code FBC2020/TPI2014 Matrix-MP Weight: 12 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.2(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or
1-8-6 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS (lb/size) 3=87/1-8-6, (min. 0-1-8),
4=87/1-8-6, (min. 0-1-8)
Max Uplift 3=-695 (LC 4), 4=-695 (LC 3)
Max Grav 3=723 (LC 3), 4=723 (LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-4=-719/700, 1-2=-651/651
BOT CHORD 3-4=-651/651
WEBS 1-3=-1013/1013
NOTES
1) Gable requires continuous bottom chord bearing.
2) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
3) Gable studs spaced at 1-4-0 oc.
4) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 695 lb uplift at joint
4 and 695 lb uplift at joint 3.
5) This truss has been designed for a total wind drag load of 460 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60)
Connect truss to resist drag loads along bottom chord
from 0-0-0 to 1-8-6 for 460.0 plf.
6) Recommend 2x6 strongbacks, on edge, spaced at
10-00-00 oc and fastened to each truss with 3-10d
(0.131" X 3") nails. Strongbacks to be attached to walls
at their outer ends or restrained by other means.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R F31 16Floor Supported Gable Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:20 Page: 1
ID:A8XZDCczbN8npUBtlTamTRyAQsO-8BqGovxDKv0uBKbJIrMlby2s8gEbMxh3Z?oqaTy813L
3x3
3x3
4 3
12
W1 W2
T1
B1
Scale = 1:23.5
Plate Offsets (X, Y): [4:Edge,0-0-12]
Loading (psf)Spacing 1-4-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.14 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.12 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr NO WB 0.18 Horiz(TL) 0.00 3 n/a n/a
BCDL 5.0 Code FBC2020/TPI2014 Matrix-MP Weight: 12 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.2(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or
1-8-6 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS (lb/size) 3=58/1-8-6, (min. 0-1-8),
4=58/1-8-6, (min. 0-1-8)
Max Uplift 3=-700 (LC 4), 4=-700 (LC 3)
Max Grav 3=719 (LC 3), 4=719 (LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-4=-715/703, 1-2=-651/651
BOT CHORD 3-4=-651/651
WEBS 1-3=-1013/1013
NOTES
1) Gable requires continuous bottom chord bearing.
2) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
3) Gable studs spaced at 1-4-0 oc.
4) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 700 lb uplift at joint
4 and 700 lb uplift at joint 3.
5) This truss has been designed for a total wind drag load of 460 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60)
Connect truss to resist drag loads along bottom chord
from 0-0-0 to 1-8-6 for 460.0 plf.
6) Recommend 2x6 strongbacks, on edge, spaced at
10-00-00 oc and fastened to each truss with 3-10d
(0.131" X 3") nails. Strongbacks to be attached to walls
at their outer ends or restrained by other means.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R F32 13Floor Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:21 Page: 1
ID:0lj5Gmgj1PdSIYKI5fRKqTyAQcq-cNOe?Fxr5D9loUAVrYu_8Aa2?4Zr5OxCofYN6vy813K
3x4
3x4
4 3
12
W1 W2
T1
B1
Scale = 1:23.5
Plate Offsets (X, Y): [4:Edge,0-0-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.21 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.14 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr NO WB 0.21 Horiz(TL) 0.00 3 n/a n/a
BCDL 5.0 Code FBC2020/TPI2014 Matrix-MP Weight: 12 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.2(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or
1-8-6 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS (lb/size) 3=87/1-8-6, (min. 0-1-8),
4=87/1-8-6, (min. 0-1-8)
Max Uplift 3=-695 (LC 8), 4=-695 (LC 7)
Max Grav 3=733 (LC 5), 4=733 (LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-4=-725/700, 1-2=-651/651
BOT CHORD 3-4=-651/651
WEBS 1-3=-1013/1013
NOTES
1) Unbalanced floor live loads have been considered for
this design.
2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 lb uplift at joint 4 and 695 lb uplift at joint 3.
6) This truss has been designed for a total drag load of 460
plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect
truss to resist drag loads along bottom chord from 0-0-0
to 1-8-6 for 460.0 plf.
7) 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 The Chunko Residence
J210532-R F33 17Floor Supported Gable Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:21 Page: 1
ID:uzsty9DlQDX7y13Gt1?gQSyAQIl-cNOe?Fxr5D9loUAVrYu_8Aa1u4YQ5NNCofYN6vy813K
3x4
3x4
4 3
12
W1 W2
T1
B1
Scale = 1:23.5
Plate Offsets (X, Y): [4:Edge,0-0-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.21 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.14 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr NO WB 0.21 Horiz(TL) 0.00 3 n/a n/a
BCDL 5.0 Code FBC2020/TPI2014 Matrix-MP Weight: 12 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.2(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or
1-8-6 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS (lb/size) 3=87/1-8-6, (min. 0-1-8),
4=87/1-8-6, (min. 0-1-8)
Max Uplift 3=-687 (LC 8), 4=-687 (LC 7)
Max Grav 3=725 (LC 5), 4=725 (LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-4=-717/692, 1-2=-644/644
BOT CHORD 3-4=-644/644
WEBS 1-3=-1002/1002
NOTES
1) Unbalanced floor live loads have been considered for
this design.
2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 687 lb uplift at joint 4 and 687 lb uplift at joint 3.
6) This truss has been designed for a total drag load of 455
plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect
truss to resist drag loads along bottom chord from 0-0-0
to 1-8-6 for 455.0 plf.
7) 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 The Chunko Residence
J210532-R F34 12Floor Supported Gable Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:21 Page: 1
ID:9M3FrpAsh4IvH?oXsWHkY?yAQ8U-cNOe?Fxr5D9loUAVrYu_8Aa1u4YR5NPCofYN6vy813K
3x4
4 3
12
W1 W2
T1
B1
Scale = 1:23.8
Plate Offsets (X, Y): [4:Edge,0-0-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.22 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr NO WB 0.25 Horiz(TL) 0.00 3 n/a n/a
BCDL 5.0 Code FBC2020/TPI2014 Matrix-MP Weight: 14 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.2(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-2-7 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS (lb/size) 3=114/2-2-7, (min. 0-1-8),
4=114/2-2-7, (min. 0-1-8)
Max Horiz 4=20 (LC 5)
Max Uplift 3=-683 (LC 8), 4=-683 (LC 7)
Max Grav 3=733 (LC 5), 4=733 (LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-4=-722/689, 1-2=-851/851
BOT CHORD 4-5=-593/593, 3-5=-946/946
WEBS 1-3=-1177/1177
NOTES
1) Unbalanced floor live loads have been considered for
this design.
2) Gable requires continuous bottom chord bearing.
3) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 683 lb uplift at joint
4 and 683 lb uplift at joint 3.
4) This truss has been designed for a total drag load of 455
plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect
truss to resist drag loads along bottom chord from 0-0-0
to 1-8-6 for 590.4 plf.
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 The Chunko Residence
J210532-R F35 11Floor Supported Gable Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:21 Page: 1
ID:9M3FrpAsh4IvH?oXsWHkY?yAQ8U-cNOe?Fxr5D9loUAVrYu_8Aa_74XD5NqCofYN6vy813K
3x3 6x6 1.5x4 1.5x4
15 9
1 2 3 456 7 8
ST1W1W1 W1W1W2
T1
B1
Scale = 1:34.2
Plate Offsets (X, Y): [2:0-1-8,Edge], [3:0-1-8,Edge], [12:0-1-8,Edge], [13:0-1-8,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.41 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr NO WB 0.64 Horiz(TL) 0.00 9 n/a n/a
BCDL 5.0 Code FBC2020/TPI2014 Matrix-MP Weight: 52 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.2(flat)
OTHERS 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 6-0-0 oc
bracing.
REACTIONS All bearings 8-4-8.
(lb) - Max Horiz 15=-43 (LC 5)
Max Uplift All uplift 100 (lb) or less at joint(s)
9, 10 except 12=-2229 (LC 8),
13=-218 (LC 7), 14=-1990 (LC 7)
Max Grav All reactions 250 (lb) or less at joint
(s) 9, 10, 11, 15 except 12=2290
(LC 5), 13=304 (LC 4), 14=2060
(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-556/556, 2-3=-1188/1187,
3-4=-2537/2534, 4-5=-1925/1921,
5-6=-1311/1307, 6-7=-698/694
BOT CHORD 14-15=-599/599, 13-14=-1212/1212,
12-13=-530/532, 11-12=-1878/1882,
10-11=-1264/1268, 9-10=-651/655
WEBS 2-14=-2045/1998, 3-13=-2286/2240, 7-9=-254/206, 2-13=-2664/2666, 3-12=-2997/3002
NOTES
1) Unbalanced floor live loads have been considered for this design.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint
(s) 9, 10 except (jt=lb) 14=1990, 13=218, 12=2228.
6) This truss has been designed for a total drag load of 460
plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect
truss to resist drag loads along bottom chord from 0-0-0
to 8-4-8 for 460.0 plf.
7) 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 The Chunko Residence
J210532-R F36 11Floor Supported Gable Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:21 Page: 1
ID:Xvxi7okcDPBAw2B8V5iSWiy81Cd-cNOe?Fxr5D9loUAVrYu_8AayH4UK5HnCofYN6vy813K
4x7
3x5
8x8
2x4 3x5
6x6
4x7
4x7
NAILED NAILED NAILED NAILED NAILED HGUS26-2 HTU26 HTU26
10
82526727 28 29
6
111 12 13 214 15 16 3 17 18 4 19 20 5
W1
T1
W1
B1
W1W2 W2 W1 W2 W1 W2
Scale = 1:35.6
Plate Offsets (X, Y): [6:Edge,0-3-8], [7:0-3-0,0-4-8], [9:0-3-0,0-4-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.05 6-7 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.08 6-7 >999 180
BCLL 0.0*Rep Stress Incr NO WB 0.51 Horz(CT) 0.01 6 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 286 lb FT = 20%
LUMBER
TOP CHORD 2x6 SP DSS
BOT CHORD 2x8 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9.
REACTIONS All bearings 9-7-13. except 6= Mechanical
(lb) - Max Horiz 10=-73 (LC 4)
Max Uplift All uplift 100 (lb) or less at joint(s)
except 6=-959 (LC 5), 8=-2036 (LC
5), 9=-297 (LC 4)
Max Grav All reactions 250 (lb) or less at joint
(s) 10 except 6=2739 (LC 13),
8=5775 (LC 14), 9=1246 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-11=-101/270, 11-12=-101/270, 12-13=-101/270, 2-13=-101/270, 2-14=-325/850, 14-15=-325/850, 15-16=-325/850, 3-16=-325/850,
3-17=-325/850, 17-18=-325/850,
4-18=-325/850, 4-19=-4116/1535,
19-20=-4116/1535, 5-20=-4116/1535,
5-6=-1918/683
BOT CHORD 9-23=-296/135, 23-24=-296/135,
8-24=-296/135, 8-25=-1563/4113,
25-26=-1563/4113, 7-26=-1563/4113,
7-27=-106/250, 27-28=-106/250,
28-29=-106/250, 6-29=-106/250
WEBS 2-9=-1056/433, 1-9=-298/119, 2-8=-624/238, 3-8=-2942/1118, 4-8=-5250/1966, 4-7=-340/979, 5-7=-1545/4097
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, 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x8 - 2 rows
staggered at 0-6-0 oc.
Web connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (B),
unless otherwise indicated.
3) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60
plate grip DOL=1.60
4) Building Designer / Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 959 lb uplift at joint
6, 296 lb uplift at joint 9 and 2036 lb uplift at joint 8.
10) Use Simpson Strong-Tie HGUS26-2 (20-10d Girder,
6-10d Truss) or equivalent at 13-10-4 from the left end to
connect truss(es) D10 (2 ply 2x6 SP) to front face of
bottom chord.
11) Use Simpson Strong-Tie HTU26 (20-10d Girder,
11-10dx1 1/2 Truss, Single Ply Girder) or equivalent
spaced at 2-0-0 oc max. starting at 15-10-3 from the left end to 17-10-3 to connect truss(es) D09 (1 ply 2x4 SP), D08 (1 ply 2x4 SP) to front face of bottom chord.
12) Fill all nail holes where hanger is in contact with lumber.
13) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails
per NDS guidelines.
14) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 32 lb
down and 2 lb up at 0-8-14, 61 lb down and 7 lb up at
2-8-14, 123 lb down and 13 lb up at 4-8-14, 1308 lb
down and 587 lb up at 6-8-9, 669 lb down and 208 lb up
at 8-8-9, 669 lb down and 208 lb up at 10-7-1, 1308 lb
down and 587 lb up at 12-7-1, 123 lb down and 13 lb up at 14-6-12, and 33 lb down and 2 lb up at 18-6-12, and 392 lb down and 105 lb up at 19-6-1 on top chord, and 83 lb down and 20 lb up at 16-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S)Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (lb/ft)
Vert: 1-5=-54, 6-10=-20
Concentrated Loads (lb)
Vert: 10=-95, 2=-123, 8=-84, 4=-123, 5=-298, 11=-14, 13=-49, 14=-1276, 15=-669, 17=-669, 18=-1276, 20=-10, 21=-84, 22=-84, 23=-84, 24=-84, 25=-84, 26=-1641, 27=-634, 28=-83, 29=-634
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R FG01 21Flat Girder Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:22 Page: 1
ID:QsidvqUUyCqjylUVpd6svgyEFQf-4Zy0DbyTsWHcQelhPGPDgN78eTn3qm?L0JHxfLy813J
1.5x4 3x4
1.5x4
NAILED
NAILED
4
6
3
1 5 2
W1
T1
W1
B1
W2
Scale = 1:30.2
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.01 3-4 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 3-4 >999 180
BCLL 0.0*Rep Stress Incr NO WB 0.01 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 47 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 3=414/ Mechanical, (min. 0-1-8), 4=414/ Mechanical, (min. 0-1-8)
Max Horiz 4=-106 (LC 6)
Max Uplift 3=-218 (LC 5), 4=-217 (LC 4)
Max Grav 3=513 (LC 13), 4=474 (LC 15)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-4=-433/200, 2-3=-443/162
NOTES
1) 2-ply truss to be connected together with 10d (0.131"x3")
nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0
oc.
Bottom chords connected as follows: 2x4 - 1 row at 0-9-0
oc.
Web connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (B),
unless otherwise indicated.
3) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
4) Building Designer / Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 217 lb uplift at joint
4 and 218 lb uplift at joint 3.
10) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails
per NDS guidelines.
LOAD CASE(S)Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25,
Plate Increase=1.25
Uniform Loads (lb/ft)
Vert: 1-2=-224 (F=-170), 3-4=-20
Concentrated Loads (lb)
Vert: 5=16 (B), 6=0 (B)
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R FG02 21Flat Girder Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:22 Page: 1
ID:9o?IEZUX4L6f_HziU5dPV_yEa8d-4Zy0DbyTsWHcQelhPGPDgN78pTvZqttL0JHxfLy813J
2x4 4x4
1.5x4
HTU26
4
5
3
12
W1
T1
W1
B1
W2
Scale = 1:28.3
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.01 3-4 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.01 3-4 >999 180
BCLL 0.0*Rep Stress Incr NO WB 0.01 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 52 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 3=282/ Mechanical, (min. 0-1-8), 4=310/ Mechanical, (min. 0-1-8)
Max Horiz 4=-102 (LC 6)
Max Uplift 3=-342 (LC 5), 4=-314 (LC 4)
Max Grav 3=442 (LC 13), 4=416 (LC 15)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-4=-422/211, 2-3=-431/176
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) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
4) Building Designer / Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 314 lb uplift at joint
4 and 342 lb uplift at joint 3.
10) Use Simpson Strong-Tie HTU26 (20-10d Girder,
11-10dx1 1/2 Truss, Single Ply Girder) or equivalent at
2-0-12 from the left end to connect truss(es) G02 (1 ply
2x4 SP) to front face of bottom chord.
11) Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S)Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25,
Plate Increase=1.25
Uniform Loads (lb/ft)
Vert: 1-2=-224, 3-4=-20
Concentrated Loads (lb)
Vert: 5=252 (F)
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R FG03 21Flat Girder Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:23 Page: 1
ID:1ClBfA5yTY4wI1HC0LRiFSyHfo7-ZmVPQxz5dqPT2oKuzzwSDbgJGtC1ZK7VFz1UBoy813I
10x10
12
11 10 9 8
7
1
6213
16
53
14 15
4
T1 T2
W1 W1B1B2
W2 W2
W3 W4
W5
W4 W3
Scale = 1:51.5
Plate Offsets (X, Y): [7:Edge,0-7-12], [12:Edge,0-7-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.14 8-9 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.29 8-9 >999 180
BCLL 0.0*Rep Stress Incr YES WB 0.72 Horz(CT) 0.06 7 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 147 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
OTHERS 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 6-0-3 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 7=1046/ Mechanical, (min. 0-1-8), 12=1165/0-5-8, (min. 0-1-8)
Max Horiz 12=94 (LC 11)
Max Uplift 7=-314 (LC 12), 12=-419 (LC 12)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-13=-2256/1004, 3-13=-2200/1019,
3-14=-1707/817, 4-14=-1646/824,
4-15=-1647/832, 5-15=-1708/825,
5-16=-2232/1029, 6-16=-2282/1019,
2-12=-1090/639, 6-7=-971/488
BOT CHORD 11-12=-211/360, 10-11=-944/2112,
9-10=-944/2112, 8-9=-947/2143,
7-8=-170/338
WEBS 2-11=-799/1776, 6-8=-780/1813,
3-9=-641/311, 4-9=-194/585, 5-9=-674/330
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-11-0 to 1-1-0, Interior (1) 1-1-0 to 14-4-0, Exterior(2R) 14-4-0 to 17-4-0, Interior (1) 17-4-0 to 28-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members.6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 419 lb uplift at joint
12 and 314 lb uplift at joint 7.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R G01 15Common Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:23 Page: 1
ID:rT8k4sUu7bUy?ezYj1D398yEZ5U-ZmVPQxz5dqPT2oKuzzwSDbgFFt5UZ9?VFz1UBoy813I
3x6
8
7
5
1
9
2
10 4
3
T1
T2
W1
W7
B1
W5
W6
W4W3
W2
Scale = 1:36.9
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.07 6-7 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.15 6-7 >999 180
BCLL 0.0*Rep Stress Incr YES WB 0.37 Horz(CT) 0.01 6 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 98 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
OTHERS 2x4 SP No.2(flat)
BRACINGTOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
WEBS T-Brace: 2x4 SP No.2 - 2-6
Fasten (2X) T and I braces to narrow edge of
web with 10d (0.131"x3") nails, 6in o.c.,with
3in minimum end distance.
Brace must cover 90% of web length.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 5=-461/ Mechanical, (min. 0-1-8), 6=1228/0-3-8, (min. 0-1-8), 8=497/0-5-8, (min. 0-1-8)
Max Horiz 8=188 (LC 11)
Max Uplift 5=-498 (LC 21), 6=-355 (LC 12),
8=-149 (LC 12)
Max Grav 5=122 (LC 12), 6=1228 (LC 1),
8=497 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-9=-816/359, 2-9=-768/369, 1-8=-431/258, 4-5=-165/454
BOT CHORD 7-8=-368/355, 6-7=-496/738
WEBS 3-6=-373/326, 4-6=-452/246, 2-6=-909/481, 2-7=0/294, 1-7=-166/492
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-1-12 to
3-1-12, Interior (1) 3-1-12 to 14-4-0, Exterior(2E) 14-4-0
to 17-2-12 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
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.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 149 lb uplift at joint
8, 498 lb uplift at joint 5 and 355 lb uplift at joint 6.
8) Warning: Additional permanent and stability bracing for
truss system (not part of this component design) is
always required.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R G02 11Common Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:23 Page: 1
ID:UJCsbGHwFzeQmkfKbnk?1KyHfpA-ZmVPQxz5dqPT2oKuzzwSDbgFjt6nZFSVFz1UBoy813I
7x10
Special NAILED NAILED
NAILED NAILED HGUS26-2
16 1531 14123
22 29 30 21 20 19
18
13212
627 112810452625243
97
8
T1
T2 W5
T3
T4
T5 T6
W1 W15
B1 B2B1
W3
W7
W6
W8
W12 W13W2 W14W3W4 W4 W3 W4
W9
W10
W11
O1
Scale = 1:73.8
Plate Offsets (X, Y): [2:0-2-14,0-2-0], [3:0-5-8,0-3-0], [5:0-3-8,0-2-0], [6:0-7-4,0-5-12], [12:0-3-1,0-2-0], [18:0-5-0,0-3-4], [21:0-3-8,0-2-8], [22:0-2-12,0-4-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.18 19-21 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.33 19-21 >789 180
BCLL 0.0*Rep Stress Incr NO WB 0.72 Horz(CT) 0.06 17 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 502 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2 *Except* T2:2x6 SP No.2
BOT CHORD 2x6 SP No.2 *Except* B2:2x4 SP No.2
WEBS 2x4 SP No.2
OTHERS 2x6 SP No.2(flat) *Except* O1:2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-7-9 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
WEBS T-Brace: 2x6 SP No.2 - 5-18
Fasten (2X) T and I braces to narrow edge of web with 10d (0.131"x3") nails, 6in o.c.,with 3in minimum end distance.Brace must cover 90% of web length.
REACTIONS (lb/size) 14=-47/0-5-8, (min. 0-1-8),
17=5993/0-3-8, (req. 0-4-0),
23=3760/0-5-8, (min. 0-2-10)
Max Horiz 23=-190 (LC 6)
Max Uplift 14=-433 (LC 17), 17=-2166 (LC 8),
23=-1552 (LC 8)
Max Grav 14=203 (LC 28), 17=6749 (LC 13), 23=4445 (LC 13)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-4636/1553, 3-24=-10050/3026,
24-25=-10051/3026, 25-26=-10054/3027,
4-26=-10070/3031, 4-5=-8098/2338,
5-27=-254/1035, 6-27=-236/952,
6-18=-1292/4060, 7-8=-73/343,
8-9=-602/2064, 9-10=-637/2056,
10-28=-217/503, 11-28=-217/503,
11-12=-237/521, 2-23=-4487/1576,
12-14=-196/412
BOT CHORD 22-29=-1266/4072, 29-30=-1266/4072, 21-30=-1266/4072, 20-21=-2915/10148, 19-20=-2915/10148, 18-19=-2228/8192, 17-18=-1225/412, 16-17=-2412/850,
15-16=-1508/511
WEBS 3-22=-1386/571, 6-8=-1271/4302,
6-17=-3120/1087, 8-17=-4469/1396,
10-15=-395/1263, 11-15=-265/104,
2-22=-1491/4568, 12-15=-567/306,
4-21=-2292/700, 3-21=-1811/6515,
4-19=-2097/737, 5-19=-197/757,
5-18=-9699/2714, 8-16=-304/859,
9-16=-260/152, 10-16=-572/277
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, 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc.
Web connected as follows: 2x4 - 1 row at 0-9-0 oc,
Except member 3-22 2x4 - 1 row at 0-7-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this
design.
4) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Enclosed;
MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
5) Building Designer / Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
6) Provide adequate drainage to prevent water ponding.
7) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members.
9)WARNING: Required bearing size at joint(s) 17 greater
than input bearing size.
10) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 2166 lb uplift at
joint 17, 1552 lb uplift at joint 23 and 433 lb uplift at joint
14.
11) Use Simpson Strong-Tie HGUS26-2 (20-10d Girder,
6-10d Truss) or equivalent at 2-4-1 from the left end to
connect truss(es) FG02 (2 ply 2x4 SP) to back face of bottom chord. 12) Use Simpson Strong-Tie HGUS26-2 (20-10d Girder, 6-10d Truss) or equivalent at 19-9-15 from the left end to connect truss(es) FG03 (2 ply 2x4 SP) to back face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0
deg. down.
13) Fill all nail holes where hanger is in contact with lumber.
14) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails
per NDS guidelines.
15) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 199 lb
down and 188 lb up at 2-2-6 on top chord. The design/
selection of such connection device(s) is the
responsibility of others.
16) Warning: Additional permanent and stability bracing for
truss system (not part of this component design) is
always required.
LOAD CASE(S)Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25,
Plate Increase=1.25
Uniform Loads (lb/ft)
Vert: 1-2=-54, 2-3=-54, 3-6=-394 (F=-170, B=-170),
7-8=-54, 8-10=-54, 10-11=-54, 11-12=-54, 12-13=-54,
14-23=-20
Concentrated Loads (lb)
Vert: 3=46, 11=33, 18=-290, 22=-387, 21=-3, 4=0,
25=0, 26=0, 29=-3, 30=-3, 31=3
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R H01 21Roof Special Girder Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:24 Page: 1
ID:jVtoUhfwV4pOHy6JzdBMJtyEYmc-ZmVPQxz5dqPT2oKuzzwSDbgBFt2vZ9yVFz1UBoy813I
7x10
HGUS26-2 HGUS26-2
NAILED NAILED
NAILED NAILED
14
1 1321
20 31 32 1933 18 17
16 12112
730326272842956 10
8
9
T1
T3T2 W5
T4
T5
W1 B1 B2B1
W3
W7
W6
W8
W9 W10
W2
W4W3W4W4W3
HW2
Scale = 1:72.8
Plate Offsets (X, Y): [2:0-2-14,0-2-0], [3:0-6-0,0-2-4], [7:0-7-4,0-4-8], [12:0-6-6,0-0-3], [16:0-3-4,0-3-4], [20:0-3-0,0-4-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.11 17-19 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.20 17-19 >999 180
BCLL 0.0*Rep Stress Incr NO WB 0.82 Horz(CT) 0.04 15 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 436 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2 *Except* T2:2x4 SP 2250F 1.9E
BOT CHORD 2x6 SP No.2 *Except* B2:2x4 SP No.2
WEBS 2x4 SP No.2
SLIDER Right 2x6 SP No.2 -- 2-0-0
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-0-1 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
REACTIONS (lb/size) 12=247/0-5-8, (min. 0-1-8),
15=3884/0-3-8, (min. 0-2-9),
21=2403/0-5-8, (min. 0-1-12)
Max Horiz 21=-179 (LC 6)
Max Uplift 12=-209 (LC 30), 15=-1549 (LC 8), 21=-1149 (LC 8)
Max Grav 12=328 (LC 25), 15=4305 (LC 13),
21=2966 (LC 13)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-3017/1125, 3-26=-5970/1974,
26-27=-5970/1974, 27-28=-5970/1974,
4-28=-5970/1974, 4-29=-4805/1524, 5-29=-4805/1524, 5-6=-4805/1524, 6-30=-135/437, 7-30=-128/410, 7-16=-968/2575, 9-10=-442/1491, 10-11=-256/640, 2-21=-2983/1184
BOT CHORD 20-31=-884/2687, 31-32=-884/2687,
19-32=-884/2687, 19-33=-1881/6056,
18-33=-1881/6056, 17-18=-1881/6056, 16-17=-1438/4891, 15-16=-525/252, 14-15=-587/274, 12-14=-587/274
WEBS 3-20=-679/385, 7-9=-747/2331,
7-15=-2228/932, 9-15=-2256/787,
10-15=-1084/381, 10-14=0/340,
2-20=-1074/2997, 6-16=-5505/1624,
4-19=-1199/390, 3-19=-1082/3617,
4-17=-1255/485, 6-17=-116/525
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, 2x4 - 1 row at 0-9-0 oc.
Web connected as follows: 2x4 - 1 row at 0-9-0 oc,
Except member 3-20 2x4 - 1 row at 0-8-0 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 roof live loads have been considered for this
design.
4) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60
plate grip DOL=1.60
5) Building Designer / Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
6) Provide adequate drainage to prevent water ponding.
7) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
9) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 1149 lb uplift at
joint 21, 1549 lb uplift at joint 15 and 209 lb uplift at joint
12.
10) Use Simpson Strong-Tie HGUS26-2 (20-10d Girder,
6-10d Truss) or equivalent spaced at 17-5-14 oc max.
starting at 2-4-1 from the left end to 19-9-15 to connect truss(es) FG02 (2 ply 2x4 SP), FG03 (2 ply 2x4 SP) to front face of bottom chord.
11) Fill all nail holes where hanger is in contact with lumber.
12) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails
per NDS guidelines.
13) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 210 lb
down and 248 lb up at 2-2-6 on top chord. The design/
selection of such connection device(s) is the
responsibility of others.
LOAD CASE(S)Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25,
Plate Increase=1.25
Uniform Loads (lb/ft)
Vert: 1-2=-54, 2-3=-54, 3-7=-224, 8-9=-54, 9-13=-54,
21-22=-20
Concentrated Loads (lb)
Vert: 3=62 (B), 20=-384 (F=-394, B=10), 16=-262 (F),
19=0 (B), 4=16 (B), 27=16 (B), 28=16 (B), 29=16 (B),
31=0 (B), 32=0 (B), 33=0 (B)
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R H02 21Roof Special Girder Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:24 Page: 1
ID:e2k93xxlwUAluGBg9tlCNUyDKmq-1y3neH_jN8XKgyv4XhRhmoCMAHU2IbfeUdm2jEy813H
NAILED
NAILED
NAILED
NAILED NAILED
8
12 7 13 14 65
1
2 9 3
10
11
4
W1
T1
T2
B1
W2 W3 W4
Scale = 1:46.3
Plate Offsets (X, Y): [2:0-3-1,0-2-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.12 6-7 >955 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.25 6-7 >468 180
BCLL 0.0*Rep Stress Incr NO WB 0.57 Horz(CT) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 53 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 4=198/ Mechanical, (min. 0-1-8),
5=195/ Mechanical, (min. 0-1-8),
8=476/0-7-6, (min. 0-1-8)
Max Horiz 8=206 (LC 8)
Max Uplift 4=-169 (LC 8), 5=-113 (LC 5), 8=-524 (LC 4)
Max Grav 4=216 (LC 13), 5=265 (LC 13),
8=703 (LC 15)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-8=-700/370, 2-9=-607/308, 3-9=-555/313
BOT CHORD 7-13=-399/588, 13-14=-399/588,
6-14=-399/588
WEBS 2-7=-332/737, 3-6=-617/419
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 524 lb uplift at joint 8, 169 lb uplift at joint 4 and 113 lb uplift at joint 5.
8) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails
per NDS guidelines.
LOAD CASE(S)Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (lb/ft)
Vert: 1-2=-54, 2-3=-54, 3-4=-54, 5-8=-20
Concentrated Loads (lb)
Vert: 9=98, 11=-53, 13=-5, 14=-45
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J01 12Jack-Partial Girder Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:25 Page: 1
ID:foGFGKinRzuJ8yureB0DvayHh7r-V8d9rd_L8RfBH6UG4OywI0lX2hm516poiHWbFgy813G
1.5x4
5x5
5
4
1
2 3
W1
T1
B1
W2
Scale = 1:33.2
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) n/a - n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 10 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size) 3=-114/ Mechanical, (min. 0-1-8),
4=7/ Mechanical, (min. 0-1-8),
5=277/0-5-8, (min. 0-1-8)
Max Horiz 5=91 (LC 12)
Max Uplift 3=-114 (LC 1), 4=-156 (LC 12),
5=-162 (LC 8)
Max Grav 3=120 (LC 12), 4=64 (LC 10), 5=277 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-5=-270/306
NOTES
1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone;
cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) 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 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 lb uplift at joint 5, 114 lb uplift at joint 3 and 156 lb uplift at joint 4.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J02 15Corner Jack Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:25 Page: 1
ID:KRS9XHAolRpgOJ60LojTeHyHgXn-V8d9rd_L8RfBH6UG4OywI0lhQhyS1E5oiHWbFgy813G
3.512
712
3x4
3x4
4x4
6
5
1
2
7
3
4
W1
T1
T2
B1
W2
Scale = 1:29.1
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.00 5-6 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0.00 5-6 >999 180
BCLL 0.0*Rep Stress Incr YES WB 0.03 Horz(CT) -0.01 4 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 18 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size) 4=35/ Mechanical, (min. 0-1-8),
5=27/ Mechanical, (min. 0-1-8),
6=256/0-5-8, (min. 0-1-8)
Max Horiz 6=122 (LC 12)
Max Uplift 4=-55 (LC 12), 6=-122 (LC 8)
Max Grav 4=55 (LC 17), 5=48 (LC 3), 6=256 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-6=-211/295
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-11-0 to
1-1-0, Interior (1) 1-1-0 to 2-0-0, Exterior(2E) 2-0-0 to
2-11-4 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
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.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 55 lb uplift at joint
4 and 122 lb uplift at joint 6.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J03 14Corner Jack Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:26 Page: 1
ID:5CLJ6GGJI_BJEc3hJxEQWLyHgPw-zLBX3z?zvln2vF3Te6T9rDHrA4HbmhVxxxF8o6y813F
3.512
712
4x7
6x6
6
5
1
2
7
3
4
W1
T1
T2
B1
W2
Scale = 1:28.7
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.05 5-6 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.05 5-6 >999 180
BCLL 0.0*Rep Stress Incr YES WB 0.03 Horz(CT) -0.08 4 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 25 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size) 4=103/ Mechanical, (min. 0-1-8),
5=51/ Mechanical, (min. 0-1-8),
6=313/0-5-8, (min. 0-1-8)
Max Horiz 6=165 (LC 12)
Max Uplift 4=-93 (LC 12), 5=-3 (LC 12),
6=-111 (LC 8)
Max Grav 4=120 (LC 17), 5=84 (LC 3), 6=313 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-6=-271/351
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-11-0 to
1-1-0, Interior (1) 1-1-0 to 2-0-0, Exterior(2E) 2-0-0 to
4-11-4 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
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.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 93 lb uplift at joint
4, 3 lb uplift at joint 5 and 111 lb uplift at joint 6.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J04 14Corner Jack Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:26 Page: 1
ID:6Z_SxKIdH5uFwg31nHGMTHyHgOb-zLBX3z?zvln2vF3Te6T9rDHnz4CHmhVxxxF8o6y813F
M18AHS 7x12
6
5
1
2 7 3
8
9
4
W1
T1
T2
B1
W2
Scale = 1:31.2
Plate Offsets (X, Y): [3:0-2-4,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.17 5-6 >474 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.18 5-6 >450 180 M18AHS 186/179
BCLL 0.0*Rep Stress Incr YES WB 0.03 Horz(CT) -0.17 4 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 31 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2 *Except* T2:2x4 SP 2250F 1.9E
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 4=161/ Mechanical, (min. 0-1-8),
5=73/ Mechanical, (min. 0-1-8),
6=380/0-5-8, (min. 0-1-8)
Max Horiz 6=207 (LC 12)
Max Uplift 4=-131 (LC 12), 5=-3 (LC 12), 6=-116 (LC 12)
Max Grav 4=180 (LC 17), 5=119 (LC 3),
6=380 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-6=-310/370
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-11-0 to 1-1-0, Interior (1) 1-1-0 to 2-0-0, Exterior(2E) 2-0-0 to
6-2-15, Interior (1) 6-2-15 to 6-11-4 zone; cantilever left
and right exposed ; end vertical left and right exposed;C-
C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
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.
6) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 lb uplift at joint 4, 3 lb uplift at joint 5 and 116 lb uplift at joint 6.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J05 112Jack-Open Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:26 Page: 1
ID:3lhU3SxtoNZknqcDOvjn6SyHgNm-zLBX3z?zvln2vF3Te6T9rDHkc47GmhVxxxF8o6y813F
712
1.5x4
3x4
3x4
4x4
4x4
3x4
9
8 7 6
1
2 10 3
4
T1
T2
T3
W1
B1
W3 W4
W5
W2
Scale = 1:31.2
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.18 7-8 >455 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.16 7-8 >519 180
BCLL 0.0*Rep Stress Incr YES WB 0.07 Horz(CT) -0.13 5 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 43 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 5=52/ Mechanical, (min. 0-1-8), 6=182/ Mechanical, (min. 0-1-8), 9=380/0-5-8, (min. 0-1-8)
Max Horiz 9=167 (LC 12)
Max Uplift 5=-34 (LC 8), 6=-80 (LC 12),
9=-143 (LC 12)
Max Grav 5=52 (LC 1), 6=191 (LC 17), 9=380
(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-9=-427/367
BOT CHORD 8-9=-264/121, 7-8=-319/227
WEBS 3-7=-269/375, 2-8=-91/260
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-11-0 to
1-1-0, Interior (1) 1-1-0 to 2-0-0, Exterior(2E) 2-0-0 to
6-11-4 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
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.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 34 lb uplift at joint
5, 143 lb uplift at joint 9 and 80 lb uplift at joint 6.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J06 12Half Hip Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:27 Page: 1
ID:t6mvS02LrjcVQLs52gGHWpyHBBZ-RXlvGI0cg3vuXPefCp_ONRq0nUQrV665Ab?iKZy813E
4.949712
3x4
4x4
NAILED
NAILED
5
7 4
1
2
6
3
W1
T1
B1
Scale = 1:33.7
Plate Offsets (X, Y): [2:0-2-0,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.01 4-5 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) 0.01 4-5 >999 180
BCLL 0.0*Rep Stress Incr NO WB 0.00 Horz(CT) -0.05 3 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MR Weight: 15 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-0-9 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 3=-13/ Mechanical, (min. 0-1-8),
4=2/ Mechanical, (min. 0-1-8),
5=289/0-7-6, (min. 0-1-8)
Max Horiz 5=146 (LC 8)
Max Uplift 3=-112 (LC 17), 4=-52 (LC 5), 5=-289 (LC 8)
Max Grav 3=77 (LC 20), 4=54 (LC 6), 5=314
(LC 13)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-5=-252/239
NOTES
1) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; 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 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 289 lb uplift at joint
5, 112 lb uplift at joint 3 and 52 lb uplift at joint 4.
7) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails
per NDS guidelines.
8) In the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (B).
LOAD CASE(S)Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (lb/ft)
Vert: 1-2=-54, 2-3=-54, 4-5=-20
Concentrated Loads (lb)
Vert: 6=87 (F=43, B=43)
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J08 12Diagonal Hip Girder Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:27 Page: 1
ID:wmM26U2CJBO5xfVrRLe11?yEaM6-RXlvGI0cg3vuXPefCp_ONRqxlUa5V7C5Ab?iKZy813E
1.5x4
5
4
1
2
3
W1
T1
B1
Scale = 1:30.8
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.00 4-5 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 4-5 >999 180
BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MR Weight: 8 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size) 3=-92/ Mechanical, (min. 0-1-8),
4=-18/ Mechanical, (min. 0-1-8),
5=285/0-5-8, (min. 0-1-8)
Max Horiz 5=124 (LC 12)
Max Uplift 3=-92 (LC 1), 4=-48 (LC 12),
5=-124 (LC 12)
Max Grav 3=54 (LC 12), 4=28 (LC 10), 5=285 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-5=-251/384
NOTES
1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone;
cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) 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 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint 5, 92 lb uplift at joint 3 and 48 lb uplift at joint 4.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J09 14Corner Jack Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:27 Page: 1
ID:?ba?vstQKV2vgoCjH5TM5SyEaRU-RXlvGI0cg3vuXPefCp_ONRqz9UdIV7C5Ab?iKZy813E
712
1.5x4
3x5
1.5x4
5
4
1
2
6
3
W1
T1
B1
W2
Scale = 1:28.4
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.00 4-5 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 4-5 >999 180
BCLL 0.0*Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 15 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-2-6 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size) 3=-6/ Mechanical, (min. 0-1-8),
4=20/ Mechanical, (min. 0-1-8),
5=246/0-5-8, (min. 0-1-8)
Max Horiz 5=80 (LC 11)
Max Uplift 3=-7 (LC 9), 4=-51 (LC 12), 5=-127
(LC 12)
Max Grav 3=33 (LC 12), 4=40 (LC 3), 5=246 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-5=-226/253
NOTES
1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-11-6 to
1-0-10, Interior (1) 1-0-10 to 2-1-10 zone; cantilever left
and right exposed ; end vertical left and right exposed;C-
C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) 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 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 127 lb uplift at joint 5, 7 lb uplift at joint 3 and 51 lb uplift at joint 4.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J10A 16Jack-Open Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:28 Page: 1
ID:FlMEvFr2AGSw6hasm7NLfcyEaOy-vjJITe1ERM1l8ZCrmXWdweN9YuzUDayEPFkFs?y813D
712
1.5x4
2x4
4
3
1
2
W1
T1
B1
Scale = 1:22.5
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 3-4 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) 0.00 3-4 >999 180
BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MR Weight: 9 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-2-6 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size) 2=51/ Mechanical, (min. 0-1-8),
3=22/ Mechanical, (min. 0-1-8),
4=74/0-5-8, (min. 0-1-8)
Max Horiz 4=80 (LC 12)
Max Uplift 2=-55 (LC 12), 3=-18 (LC 12)
Max Grav 2=62 (LC 17), 3=38 (LC 3), 4=74 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) zone;
cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) 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 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 55 lb uplift at joint
2 and 18 lb uplift at joint 3.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J10B 14Jack-Open Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:28 Page: 1
ID:pfqZvf7XwREiEGSpf4MpaNyEaSS-vjJITe1ERM1l8ZCrmXWdweNEouxeDaSEPFkFs?y813D
NAILED
NAILED
NAILED
NAILED NAILED
8
12 7 13 14 65
1
2 9 3
10
11
4
W1
T1
T2
B1
W2 W3 W4
Scale = 1:42.7
Plate Offsets (X, Y): [8:0-3-0,0-2-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.13 6-7 >903 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.27 6-7 >434 180
BCLL 0.0*Rep Stress Incr NO WB 0.71 Horz(CT) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 50 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-3-4 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 4=199/ Mechanical, (min. 0-1-8),
5=188/ Mechanical, (min. 0-1-8),
8=442/0-7-6, (min. 0-1-8)
Max Horiz 8=178 (LC 8)
Max Uplift 4=-142 (LC 8), 5=-17 (LC 5), 8=-224 (LC 4)
Max Grav 4=207 (LC 13), 5=239 (LC 3),
8=537 (LC 15)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-8=-571/199, 2-9=-848/125, 3-9=-809/132
BOT CHORD 8-12=-438/187, 7-12=-438/187,
7-13=-228/803, 13-14=-228/803,
6-14=-228/803
WEBS 2-7=-286/980, 3-6=-816/232
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; 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.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 224 lb uplift at joint 8, 142 lb uplift at joint 4 and 17 lb uplift at joint 5.
8) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails
per NDS guidelines.
LOAD CASE(S)Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (lb/ft)
Vert: 1-2=-54, 2-3=-54, 3-4=-54, 5-8=-20
Concentrated Loads (lb)
Vert: 9=81, 11=-53, 12=55, 13=-2, 14=-44
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J11 15Jack-Partial Girder Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:28 Page: 1
ID:WAXGA7F5PrZaghIbsxFikTyEO3Z-vjJITe1ERM1l8ZCrmXWdweN18umsDPNEPFkFs?y813D
2.474912
1.5x4 4x4
4x7
4x4
NAILED
NAILED
NAILED
NAILED NAILED NAILED
7
11 6 12 13 54
1 8 2
9
10
3
W1
T1
T2
B1
W2 W3 W4
Scale = 1:42.5
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.13 5-6 >882 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.28 5-6 >419 180
BCLL 0.0*Rep Stress Incr NO WB 0.80 Horz(CT) 0.01 4 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 46 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2 *Except* T2:2x4 SP 2250F 1.9E
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-10-7 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size) 3=210/ Mechanical, (min. 0-1-8),
4=227/ Mechanical, (min. 0-1-8),
7=337/0-9-8, (min. 0-1-8)
Max Horiz 7=145 (LC 8)
Max Uplift 3=-151 (LC 8), 4=-53 (LC 8),
7=-111 (LC 4)
Max Grav 3=215 (LC 13), 4=257 (LC 3), 7=416 (LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-7=-445/96, 1-8=-922/248, 2-8=-887/256
BOT CHORD 6-12=-381/899, 12-13=-381/899,
5-13=-381/899
WEBS 1-6=-257/926, 2-5=-914/387
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; 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.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 111 lb uplift at joint
7, 151 lb uplift at joint 3 and 53 lb uplift at joint 4.
8) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails
per NDS guidelines.
LOAD CASE(S)Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25,
Plate Increase=1.25
Uniform Loads (lb/ft)
Vert: 1-2=-54, 2-3=-54, 4-7=-20
Concentrated Loads (lb)
Vert: 8=39, 9=0, 10=-70, 11=26, 12=-6, 13=-51
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J11A 12Jack-Partial Girder Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:29 Page: 1
ID:WAXGA7F5PrZaghIbsxFikTyEO3Z-vjJITe1ERM1l8ZCrmXWdweN8Bul4DOyEPFkFs?y813D
1.5x4
2x4
5
4
1
2 3
W1T1
B1
Scale = 1:26.5
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) n/a - n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MR Weight: 7 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size) 3=-81/ Mechanical, (min. 0-1-8),
4=-24/ Mechanical, (min. 0-1-8),
5=279/0-5-8, (min. 0-1-8)
Max Horiz 5=63 (LC 12)
Max Uplift 3=-81 (LC 1), 4=-24 (LC 1), 5=-198
(LC 12)
Max Grav 3=68 (LC 12), 4=19 (LC 8), 5=279 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-5=-238/340
NOTES
1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone;
cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) 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 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 198 lb uplift at joint 5, 81 lb uplift at joint 3 and 24 lb uplift at joint 4.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J12 113Corner Jack Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:29 Page: 1
ID:?ItTuJxf?9OWhRFKvOquCEyEZ11-Nvtgh_2sCg9cmjn2JE1sTsvMQIIRy1hNdvUpORy813C
1.5x4
1.5x4
4
3
1
2
W1
T1
B1
Scale = 1:25.5
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a - n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MR Weight: 4 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size) 2=22/ Mechanical, (min. 0-1-8),
3=9/ Mechanical, (min. 0-1-8),
4=31/0-3-2, (min. 0-1-8)
Max Horiz 4=29 (LC 12)
Max Uplift 2=-19 (LC 12), 3=-7 (LC 12), 4=-5
(LC 8)
Max Grav 2=22 (LC 1), 3=16 (LC 3), 4=31 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) zone;
cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.602) 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 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 5 lb uplift at joint 4, 19 lb uplift at joint 2 and 7 lb uplift at joint 3.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J12A 12Corner Jack Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:29 Page: 1
ID:X4?mOTe_daDYFu6qIVXO0zyDFsB-Nvtgh_2sCg9cmjn2JE1sTsvRbIJ4y1hNdvUpORy813C
3x4
3x8
5
4 3
2
T1
B1
BL1
Scale = 1:36.1
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) n/a - n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 12 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
OTHERS 2x8 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size) 1=25/ Mechanical, (min. 0-1-8),
2=17/ Mechanical, (min. 0-1-8),
3=8/ Mechanical, (min. 0-1-8)
Max Horiz 1=-104 (LC 10)
Max Uplift 1=-217 (LC 12), 2=-101 (LC 10),
3=-121 (LC 10)
Max Grav 1=246 (LC 10), 2=93 (LC 13), 3=117 (LC 13)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) zone;
cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.602) 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 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 217 lb uplift at joint 1, 101 lb uplift at joint 2 and 121 lb uplift at joint 3.
8) 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 The Chunko Residence
J210532-R J12B 11Corner Jack Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:29 Page: 1
ID:vf?fzTvz88mEcZTs2qyLtGyD4ye-Nvtgh_2sCg9cmjn2JE1sTsvOnIFUy1hNdvUpORy813C
3.512
712
3x4
3x4
4x4
6
5
1
2
7
3
4
W1
T1
T2
B1
W2
Scale = 1:25.5
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.00 5-6 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 5-6 >999 180
BCLL 0.0*Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 16 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size) 4=38/ Mechanical, (min. 0-1-8),
5=24/ Mechanical, (min. 0-1-8),
6=256/0-5-8, (min. 0-1-8)
Max Horiz 6=93 (LC 12)
Max Uplift 4=-29 (LC 9), 6=-143 (LC 12)
Max Grav 4=47 (LC 17), 5=46 (LC 3), 6=256 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-11-0 to
1-1-0, Interior (1) 1-1-0 to 2-0-0, Exterior(2E) 2-0-0 to
2-11-4 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
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.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 4 and 143 lb uplift at joint 6.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J13 113Corner Jack Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:30 Page: 1
ID:d2fcUiAGMVMCU??U8l9qdiyEO4y-r6Q2uK2Uz_HTOtMEtxY5?3SXAieghUeXsZDMxuy813B
3.512
712
1.5x4
1.5x4
3x4
5
4
1
2
3
W1
T1
T2
B1
Scale = 1:25.7
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 4-5 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 4-5 >999 180
BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MR Weight: 10 lb FT = 20%
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 3-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size) 3=71/ Mechanical, (min. 0-1-8),
4=32/ Mechanical, (min. 0-1-8),
5=103/0-3-2, (min. 0-1-8)
Max Horiz 5=59 (LC 12)
Max Uplift 3=-48 (LC 12), 4=-2 (LC 12), 5=-14
(LC 8)
Max Grav 3=71 (LC 1), 4=53 (LC 3), 5=103 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to
2-0-0, Interior (1) 2-0-0 to 2-11-4 zone; cantilever left and
right exposed ; end vertical left and right exposed;C-C
for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
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.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members.6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 5, 48 lb uplift at joint 3 and 2 lb uplift at joint 4.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J13A 12Corner Jack Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:30 Page: 1
ID:d2fcUiAGMVMCU??U8l9qdiyEO4y-r6Q2uK2Uz_HTOtMEtxY5?3SZXievhUxXsZDMxuy813B
3x4
3x8
6
5 4
1
2
3
T1
T2
B1
W1
BL1
Scale = 1:37.6
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.01 4-5 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) 0.01 4-5 >999 180
BCLL 0.0*Rep Stress Incr YES WB 0.08 Horz(CT) -0.09 3 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 20 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
OTHERS 2x8 SP No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 3=68/ Mechanical, (min. 0-1-8),
4=29/ Mechanical, (min. 0-1-8),
6=96/ Mechanical, (min. 0-1-8)
Max Horiz 6=137 (LC 12)
Max Uplift 3=-129 (LC 12), 4=-14 (LC 12),
6=-54 (LC 8)
Max Grav 3=122 (LC 17), 4=47 (LC 3), 6=125
(LC 18)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-5=-169/363, 1-2=-324/677
WEBS 2-5=-828/367
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-3-10 to
2-0-0, Interior (1) 2-0-0 to 2-10-15 zone; cantilever left
and right exposed ; end vertical left and right exposed;C-
C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
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.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 129 lb uplift at joint 3, 14 lb uplift at joint 4 and 54 lb uplift at joint 6.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J13B 11Corner Jack Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:30 Page: 1
ID:Z2qvmpt8IjrtCsbEkdO668yD4xO-r6Q2uK2Uz_HTOtMEtxY5?3SV?icLhTiXsZDMxuy813B
3.512
712
3x4
3x8
5x5
6
5
1
2
7
3
4
W1
T1
T2
B1
W2
Scale = 1:25.2
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.04 5-6 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.04 5-6 >999 180
BCLL 0.0*Rep Stress Incr YES WB 0.03 Horz(CT) -0.01 4 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 22 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except* W2:2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size) 4=103/ Mechanical, (min. 0-1-8),
5=50/ Mechanical, (min. 0-1-8),
6=313/0-5-8, (min. 0-1-8)
Max Horiz 6=136 (LC 12)
Max Uplift 4=-71 (LC 12), 6=-139 (LC 12)
Max Grav 4=113 (LC 17), 5=83 (LC 3), 6=313 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-6=-217/257
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-11-0 to
1-1-0, Interior (1) 1-1-0 to 2-0-0, Exterior(2E) 2-0-0 to
4-11-4 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
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.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 71 lb uplift at joint
4 and 139 lb uplift at joint 6.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J14 110Corner Jack Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:31 Page: 1
ID:Sk4ktNfMyoOXH93AU8tDF8yEO4K-KI_Q6g36kHPK?1xQRf3KYH?eU5x9Qxkg5CzvTKy813A
3.512
712
3x4
1.5x4
3x4
5
4
1
2
3
W1
T1
T2
B1
Scale = 1:25.2
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.05 4-5 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.05 4-5 >999 180
BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MR Weight: 17 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size) 3=120/ Mechanical, (min. 0-1-8),
4=57/ Mechanical, (min. 0-1-8),
5=177/0-3-2, (min. 0-1-8)
Max Horiz 5=102 (LC 12)
Max Uplift 3=-84 (LC 12), 4=-2 (LC 12), 5=-22
(LC 12)
Max Grav 3=125 (LC 17), 4=90 (LC 3), 5=177 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to
2-0-0, Interior (1) 2-0-0 to 4-11-4 zone; cantilever left and
right exposed ; end vertical left and right exposed;C-C
for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
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.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members.6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 5, 84 lb uplift at joint 3 and 2 lb uplift at joint 4.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J14A 12Corner Jack Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:31 Page: 1
ID:Sk4ktNfMyoOXH93AU8tDF8yEO4K-KI_Q6g36kHPK?1xQRf3KYH?g15w4QxBg5CzvTKy813A
712
10x10
6
54
1
2
3
T1
T2
B1
W1
BL1
Scale = 1:35.7
Plate Offsets (X, Y): [1:0-2-12,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.08 4-5 >722 240 M18AHS 186/179
TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) 0.07 4-5 >818 180 MT20 244/190
BCLL 0.0*Rep Stress Incr YES WB 0.12 Horz(CT) -0.42 3 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 27 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP 2250F 1.9E
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
OTHERS 2x8 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 3=117/ Mechanical, (min. 0-1-8), 4=55/ Mechanical, (min. 0-1-8), 6=171/ Mechanical, (min. 0-1-8)
Max Horiz 6=180 (LC 12)
Max Uplift 3=-141 (LC 12), 4=-18 (LC 12),
6=-26 (LC 8)
Max Grav 3=154 (LC 17), 4=86 (LC 3), 6=171
(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-5=-276/664, 1-2=-368/928
WEBS 2-5=-1186/415
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-3-10 to
2-0-0, Interior (1) 2-0-0 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.603) 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.
6) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 141 lb uplift at joint
3, 18 lb uplift at joint 4 and 26 lb uplift at joint 6.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J14B 11Corner Jack Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:31 Page: 1
ID:IDmpg_TNvTpWukyMGaEInGyD4u2-KI_Q6g36kHPK?1xQRf3KYH?eU5rEQwKg5CzvTKy813A
712
3x4
3x10
4x7
7
6 5
1
2 8 3
4
T1
T2
B1
W1
BL1
Scale = 1:35.7
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.03 5-6 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.04 5-6 >999 180
BCLL 0.0*Rep Stress Incr YES WB 0.12 Horz(CT) 0.14 7 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 30 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
OTHERS 2x8 SP No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 8-9-15 oc
bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 4=0/ Mechanical, (min. 0-1-8),
5=46/ Mechanical, (min. 0-1-8),
7=416/ Mechanical, (min. 0-1-8)
Max Horiz 4=-154 (LC 1), 5=285 (LC 18)
Max Uplift 7=-225 (LC 12)
Max Grav 5=85 (LC 3), 7=416 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 6-7=-416/439, 2-6=-302/396, 2-8=-412/205,
3-8=-410/224, 3-4=-218/280
BOT CHORD 5-6=-370/355
WEBS 3-6=-412/669
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-11-0 to
1-1-0, Interior (1) 1-1-0 to 2-0-0, Exterior(2E) 2-0-0 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 225 lb uplift at joint 7.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J14C 11Corner Jack Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:31 Page: 1
ID:mQM3uhZ9LlFyEpVqIcf9XAyD5Ca-KI_Q6g36kHPK?1xQRf3KYH?h85xnQwKg5CzvTKy813A
6
5
1
2
7
3
8
9
4
W1
T1
T2
B1
W2
Scale = 1:25.4
Plate Offsets (X, Y): [2:Edge,0-2-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.16 5-6 >509 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.19 5-6 >431 180
BCLL 0.0*Rep Stress Incr YES WB 0.05 Horz(CT) -0.02 4 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 29 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 4=157/ Mechanical, (min. 0-1-8),
5=78/ Mechanical, (min. 0-1-8),
6=380/0-5-8, (min. 0-1-8)
Max Horiz 6=179 (LC 12)
Max Uplift 4=-109 (LC 12), 6=-143 (LC 12)
Max Grav 4=169 (LC 17), 5=121 (LC 3),
6=380 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-7=-457/105, 3-7=-453/130
WEBS 3-6=-168/284
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-11-0 to
1-1-0, Interior (1) 1-1-0 to 2-0-0, Exterior(2E) 2-0-0 to
6-2-15, Interior (1) 6-2-15 to 6-11-4 zone; cantilever left
and right exposed ; end vertical left and right exposed;C-
C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
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.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 lb uplift at joint 4 and 143 lb uplift at joint 6.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J15 117Jack-Open Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:32 Page: 1
ID:exLbSOcvL3LKGIbMcEokyoyEO35-oUYoJ04kVbXBdAWc?MaZ4UXkvVBc9OfqJsiT?my8139
7
6 5
1
2 8 3
9
10
4
T1
T2
B1
W1
BL1
Scale = 1:38.3
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.11 5-6 >737 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.17 5-6 >477 180
BCLL 0.0*Rep Stress Incr YES WB 0.16 Horz(CT) -0.23 7 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 36 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
OTHERS 2x8 SP No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 4=0/ Mechanical, (min. 0-1-8),
5=71/ Mechanical, (min. 0-1-8),
7=539/ Mechanical, (min. 0-1-8)
Max Horiz 4=-263 (LC 17), 5=257 (LC 19)
Max Uplift 7=-263 (LC 12)
Max Grav 5=116 (LC 3), 7=539 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 6-7=-539/523, 2-8=-523/202, 3-8=-519/208,
3-9=-338/413, 9-10=-291/421, 4-10=-263/429
BOT CHORD 5-6=-184/316
WEBS 3-6=-502/915
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-11-0 to
1-1-0, Interior (1) 1-1-0 to 2-0-0, Exterior(2E) 2-0-0 to 6-2-15, Interior (1) 6-2-15 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 263 lb uplift at joint 7.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J15B 11Jack-Open Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:32 Page: 1
ID:oghBiR16JQy0j951ESJ_oByD59O-oUYoJ04kVbXBdAWc?MaZ4UXnaVEQ9MyqJsiT?my8139
10x10
6
54
1
2 7
3
T1
T2
B1
W1
BL1
Scale = 1:38.3
Plate Offsets (X, Y): [1:0-5-0,0-2-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.22 4-5 >357 240 M18AHS 186/179
TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) 0.19 4-5 >410 180 MT20 244/190
BCLL 0.0*Rep Stress Incr YES WB 0.07 Horz(CT) -0.48 3 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 33 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2 *Except* T2:2x4 SP 2250F 1.9E
BOT CHORD 2x4 SP 2250F 1.9E
WEBS 2x4 SP No.2
OTHERS 2x8 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
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 3=162/ Mechanical, (min. 0-1-8), 4=84/ Mechanical, (min. 0-1-8), 6=246/ Mechanical, (min. 0-1-8)
Max Horiz 6=124 (LC 12)
Max Uplift 3=-140 (LC 12), 4=-23 (LC 12)
Max Grav 3=178 (LC 17), 4=120 (LC 3),
6=246 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-5=-316/505, 1-2=-268/421
WEBS 2-5=-697/357
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-3-10 to
2-0-0, Interior (1) 2-0-0 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.603) 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.
6) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 140 lb uplift at joint
3 and 23 lb uplift at joint 4.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J15C 13Jack-Open Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:32 Page: 1
ID:JGo5H290?Bwd7ZfajZxy66yD543-oUYoJ04kVbXBdAWc?MaZ4UXkmVB59NLqJsiT?my8139
712
1.5x4
3x5
3x4
4
3
1
2
T1
W1
B1
W2
Scale = 1:32.4
Plate Offsets (X, Y): [3:Edge,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.00 3-4 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 3-4 >999 180
BCLL 0.0*Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 18 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
7-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=75/ Mechanical, (min. 0-1-8),
3=29/ Mechanical, (min. 0-1-8),
4=104/ Mechanical, (min. 0-1-8)
Max Horiz 4=133 (LC 12)
Max Uplift 2=-57 (LC 12), 3=-74 (LC 12)
Max Grav 2=81 (LC 17), 3=82 (LC 10), 4=104
(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) 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 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.5) Refer to girder(s) for truss to truss connections.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 57 lb uplift at joint
2 and 74 lb uplift at joint 3.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J16 17Jack-Closed Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:33 Page: 1
ID:?YDp0OPEhH1InJvSXqoPjByEXc2-Gh6AXM5MGvf2FK5pY45odi45ivgmur4zYWS0XCy8138
3x4
4x4
3x4
NAILED
NAILED
NAILED NAILED
7
10 11 65
1
2 8
3 9
4
W1
T1
B1
W2 W3
Scale = 1:38.5
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.15 6-7 >560 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.26 6-7 >333 180
BCLL 0.0*Rep Stress Incr NO WB 0.09 Horz(CT) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 37 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size) 4=95/ Mechanical, (min. 0-1-8),
5=114/ Mechanical, (min. 0-1-8),
7=335/0-9-8, (min. 0-1-8)
Max Horiz 7=106 (LC 8)
Max Uplift 4=-66 (LC 4), 5=-18 (LC 5), 7=-226
(LC 4)
Max Grav 4=112 (LC 17), 5=166 (LC 14), 7=413 (LC 15)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-7=-265/235
WEBS 3-7=-354/28, 3-6=-262/90
NOTES
1) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; 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 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 4, 18 lb uplift at joint 5 and 226 lb uplift at joint 7.
7) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails
per NDS guidelines.
LOAD CASE(S)Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (lb/ft)
Vert: 1-2=-54, 2-4=-54, 5-7=-20
Concentrated Loads (lb)
Vert: 8=81, 10=55, 11=-2
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J17 11Diagonal Hip Girder Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:33 Page: 1
ID:RxS02X3VFRvve5_v0aSPgeyEYz?-Gh6AXM5MGvf2FK5pY45odi4wvvYnuqHzYWS0XCy8138
3.512
712
3x4
3x8
4x7
6
5
1
2
7
3
4
W1
T1
T2
B1
W2
Scale = 1:25.4
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.04 5-6 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.05 5-6 >999 180
BCLL 0.0*Rep Stress Incr YES WB 0.03 Horz(CT) -0.01 4 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 23 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size) 4=109/ Mechanical, (min. 0-1-8),
5=53/ Mechanical, (min. 0-1-8),
6=319/0-7-4, (min. 0-1-8)
Max Horiz 6=141 (LC 12)
Max Uplift 4=-75 (LC 12), 6=-139 (LC 12)
Max Grav 4=119 (LC 17), 5=87 (LC 3), 6=319 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-6=-219/253
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-11-0 to
1-1-0, Interior (1) 1-1-0 to 2-0-0, Exterior(2E) 2-0-0 to
5-1-12 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
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.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 75 lb uplift at joint
4 and 139 lb uplift at joint 6.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J18 11Jack-Open Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:33 Page: 1
ID:Ju6FBSV0J?_aVsutmC6NGkyEYzk-Gh6AXM5MGvf2FK5pY45odi40Xvc0urEzYWS0XCy8138
2.474912
3x4
2x4
3x4
NAILED
NAILED
6
8 5
1
2 7 34
W1
T1
T2
B1
Scale = 1:35.4
Plate Offsets (X, Y): [3:0-2-4,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.02 5-6 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) 0.02 5-6 >999 180
BCLL 0.0*Rep Stress Incr NO WB 0.00 Horz(CT) 0.05 4 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MR Weight: 15 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-0-12 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 4=0/ Mechanical, (min. 0-1-8), 5=8/
Mechanical, (min. 0-1-8),
6=306/0-7-6, (min. 0-1-8)
Max Horiz 6=104 (LC 8)
Max Uplift 4=-55 (LC 21), 5=-65 (LC 5), 6=-305 (LC 4)
Max Grav 4=71 (LC 28), 5=61 (LC 6), 6=324
(LC 15)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-6=-258/210
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 305 lb uplift at joint
6, 55 lb uplift at joint 4 and 65 lb uplift at joint 5.
8) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails
per NDS guidelines.
LOAD CASE(S)Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25,
Plate Increase=1.25
Uniform Loads (lb/ft)
Vert: 1-2=-54, 2-3=-54, 3-4=-54, 5-6=-20
Concentrated Loads (lb)
Vert: 7=49
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J19 11Jack-Open Girder Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:34 Page: 1
ID:jVtoUhfwV4pOHy6JzdBMJtyEYmc-ktgZki5?1CnvsUg?6nc19vd9FJzodIx7nABZ4fy8137
3.512
1
4
2
3
T1
B1
Scale = 1:26.8
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.03 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 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 8 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x8 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
1-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=240/0-5-8, (min. 0-1-8), 3=-5/ Mechanical, (min. 0-1-8), 4=-59/ Mechanical, (min. 0-1-8)
Max Horiz 2=42 (LC 12)
Max Uplift 2=-186 (LC 12), 3=-5 (LC 1), 4=-59
(LC 1)
Max Grav 2=240 (LC 1), 3=9 (LC 12), 4=64
(LC 12)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) zone;
cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) 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 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 5 lb uplift at joint 3,
186 lb uplift at joint 2 and 59 lb uplift at joint 4.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J20 14Corner Jack Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:34 Page: 1
ID:KLWxE7O9cUOyD?VWL7FEh_yJ_7s-ktgZki5?1CnvsUg?6nc19vdEjJ0FdIx7nABZ4fy8137
3x4
1.5x4
3x4
NAILED
NAILED
NAILED NAILED
1
15 16 76
2 3
4 14
5
T1
B1
W1HW1
Scale = 1:37.4
Plate Offsets (X, Y): [2:0-3-0,0-0-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.06 7-12 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.09 7-12 >937 180
BCLL 0.0*Rep Stress Incr NO WB 0.05 Horz(CT) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 33 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
SLIDER Left 2x4 SP No.2 -- 1-6-0
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 2=354/0-7-6, (min. 0-1-8), 5=101/
Mechanical, (min. 0-1-8), 6=90/
Mechanical, (min. 0-1-8)
Max Horiz 2=92 (LC 20)
Max Uplift 2=-215 (LC 4), 5=-68 (LC 4), 6=-4 (LC 5)
Max Grav 2=396 (LC 13), 5=109 (LC 17),
6=133 (LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-648/499
NOTES
1) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; 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 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 lb uplift at joint 5, 215 lb uplift at joint 2 and 4 lb uplift at joint 6.
7) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails
per NDS guidelines.
LOAD CASE(S)Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (lb/ft)
Vert: 1-5=-54, 6-8=-20
Concentrated Loads (lb)
Vert: 3=41, 15=73, 16=-1
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J21 12Diagonal Hip Girder Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:34 Page: 1
ID:au8dqe6oUwxRPE52sjJI7eyJ_6w-ktgZki5?1CnvsUg?6nc19vd7hJwJdI97nABZ4fy8137
3x4
1
5
10
2
11 3
4
T1
B1
HW1
Scale = 1:22.6
Plate Offsets (X, Y): [2:0-1-8,0-0-9]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 5-8 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.01 5-8 >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/TPI2014 Matrix-MP Weight: 15 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
SLIDER Left 2x4 SP No.2 -- 2-0-0
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 2=246/0-5-8, (min. 0-1-8), 4=52/
Mechanical, (min. 0-1-8), 5=23/
Mechanical, (min. 0-1-8)
Max Horiz 2=63 (LC 12)
Max Uplift 2=-143 (LC 12), 4=-22 (LC 12)
Max Grav 2=246 (LC 1), 4=52 (LC 1), 5=45
(LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-11-0 to 1-1-0, Interior (1) 1-1-0 to 2-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) 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 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 4 and 143 lb uplift at joint 2.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J22 14Corner Jack Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:35 Page: 1
ID:Ve5qqSv31CLeQsRq?jXr3YyJ_8U-C3Exx26doWvmUeFBgV8Gi79PejLrMlAG0qx7c5y8136
3.512
3x8
4
3
1 5
6
2
W1
T1
B1
Scale = 1:20.2
Plate Offsets (X, Y): [4:0-4-0,0-0-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.04 3-4 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.05 3-4 >999 180
BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 2 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MR Weight: 16 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=120/ Mechanical, (min. 0-1-8),
3=57/ Mechanical, (min. 0-1-8),
4=177/0-5-8, (min. 0-1-8)
Max Horiz 4=66 (LC 12)
Max Uplift 2=-69 (LC 12), 4=-40 (LC 12)
Max Grav 2=120 (LC 1), 3=89 (LC 3), 4=177
(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 4-11-4 zone; cantilever left
and right exposed ; end vertical left and right exposed;C-
C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) 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 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.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 at joint
4 and 69 lb uplift at joint 2.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J23 19Jack-Open Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:35 Page: 1
ID:J_tpO3MrdNg0WxVBsmDIl3yJ_9B-C3Exx26doWvmUeFBgV8Gi79MCjHdMlAG0qx7c5y8136
2x4
3x4
NAILED
NAILED
NAILED NAILED NAILED
1
12 13 65
2
10 3
11
T1
B1
W1
Scale = 1:38.5
Plate Offsets (X, Y): [2:0-1-15,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.22 6-9 >523 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.45 6-9 >261 180
BCLL 0.0*Rep Stress Incr NO WB 0.32 Horz(CT) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 40 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP 2250F 1.9E
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-6-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=530/0-4-3, (min. 0-1-8), 4=117/
Mechanical, (min. 0-1-8), 5=305/
Mechanical, (min. 0-1-8)
Max Horiz 2=115 (LC 4)
Max Uplift 2=-283 (LC 4), 4=-76 (LC 4), 5=-41 (LC 4)
Max Grav 2=581 (LC 13), 4=117 (LC 1),
5=321 (LC 13)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-10=-887/261, 3-10=-857/267
BOT CHORD 2-12=-310/878, 12-13=-310/878,
6-13=-310/878
WEBS 3-6=-903/318
NOTES
1) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; 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 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
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
4, 283 lb uplift at joint 2 and 41 lb uplift at joint 5.
7) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails
per NDS guidelines.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S)Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25,
Plate Increase=1.25
Uniform Loads (lb/ft)
Vert: 1-4=-54, 5-7=-20
Concentrated Loads (lb)
Vert: 9=34 (F=17, B=17), 11=-61 (F=-31, B=-31),
12=-2 (F=-1, B=-1), 13=-55 (F=-27, B=-27)
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J24 12Diagonal Hip Girder Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:35 Page: 1
ID:tOVoXjRBsNH5rU2K5HKOwDyIfR6-C3Exx26doWvmUeFBgV8Gi79G1jEJMhDG0qx7c5y8136
3.5 12
3x4
1 4
2
3
T1 B1
Scale = 1:24.4
Plate Offsets (X, Y): [2:0-2-10,0-2-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.00 7 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 7 >999 180
BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 6 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or
1-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=240/0-3-8, (min. 0-1-8), 4=-66/
Mechanical, (min. 0-1-8)
Max Horiz 2=42 (LC 12)
Max Uplift 2=-198 (LC 12), 4=-66 (LC 1)
Max Grav 2=240 (LC 1), 4=84 (LC 12)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) zone;
cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) 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 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 198 lb uplift at joint
2 and 66 lb uplift at joint 4.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J25 16Corner Jack Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:36 Page: 1
ID:hBDwyiUdT5KJsLW8yBPsDZyIfSL-gGoJ9N7FZq1d6oqOECfVFKiaF6if5CQPEUgg8Xy8135
2x4
1 8
4
2 T1
B1
Scale = 1:20.3
Plate Offsets (X, Y): [2:0-0-5,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 4-7 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-7 >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/TPI2014 Matrix-MP Weight: 12 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or
3-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=246/0-3-8, (min. 0-1-8), 3=51/
Mechanical, (min. 0-1-8), 4=24/
Mechanical, (min. 0-1-8)
Max Horiz 2=63 (LC 12)
Max Uplift 2=-152 (LC 12), 3=-18 (LC 12)
Max Grav 2=246 (LC 1), 3=51 (LC 1), 4=46
(LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-11-0 to 0-11-2, Interior (1) 0-11-2 to 2-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) 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 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 3 and 152 lb uplift at joint 2.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J26 16Corner Jack Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:36 Page: 1
ID:tJO5GTdXtUilg2sF6?6SAtyIfSA-gGoJ9N7FZq1d6oqOECfVFKiaR6hb5CQPEUgg8Xy8135
3.512
2x4
1
4
2
T1
B1
Scale = 1:21.2
Plate Offsets (X, Y): [2:0-0-5,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.04 4-7 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.05 4-7 >999 180
BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 18 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or
5-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=306/0-3-8, (min. 0-1-8), 3=107/
Mechanical, (min. 0-1-8), 4=56/
Mechanical, (min. 0-1-8)
Max Horiz 2=84 (LC 12)
Max Uplift 2=-158 (LC 12), 3=-51 (LC 12)
Max Grav 2=306 (LC 1), 3=107 (LC 1), 4=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=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-11-0 to 0-11-2, Interior (1) 0-11-2 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) 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 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 3 and 158 lb uplift at joint 2.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J27 13Corner Jack Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:36 Page: 1
ID:POL8dxpZ6OjTbV4K2MOCpFyIfRw-gGoJ9N7FZq1d6oqOECfVFKiZ46e05CQPEUgg8Xy8135
3.512
1
4
2
8
T1
B1
Scale = 1:22.4
Plate Offsets (X, Y): [2:0-2-9,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.15 4-7 >564 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.20 4-7 >416 180
BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 24 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=374/0-3-8, (min. 0-1-8), 3=159/
Mechanical, (min. 0-1-8), 4=83/
Mechanical, (min. 0-1-8)
Max Horiz 2=106 (LC 12)
Max Uplift 2=-172 (LC 12), 3=-80 (LC 12)
Max Grav 2=374 (LC 1), 3=159 (LC 1), 4=122
(LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-11-0 to 0-11-2, Interior (1) 0-11-2 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) 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 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 80 lb uplift at joint 3 and 172 lb uplift at joint 2.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J28 12Jack-Open Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:37 Page: 1
ID:uxYegLsWspZGwjfs4QxMJOyIfQa-8SMhMj8tK7AUjyOanwAknYFfqWxtqfgZT8QEg_y8134
3x4
3x4
4
1
2
9
3
T1
B1
HW1
Scale = 1:19.8
Plate Offsets (X, Y): [1:0-1-8,0-0-13]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.02 4-7 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.02 4-7 >999 180
BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 1 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 15 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
SLIDER Left 2x4 SP No.2 -- 2-0-0
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=141/ Mechanical, (min. 0-1-8),
3=93/ Mechanical, (min. 0-1-8),
4=49/ Mechanical, (min. 0-1-8)
Max Horiz 1=41 (LC 12)
Max Uplift 1=-33 (LC 12), 3=-49 (LC 12), 4=-4 (LC 12)
Max Grav 1=141 (LC 1), 3=93 (LC 1), 4=64
(LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 1-1-8 to
4-1-8, Interior (1) 4-1-8 to 4-11-4 zone; cantilever left and
right exposed ; end vertical left and right exposed;C-C
for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) 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 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members.5) Refer to girder(s) for truss to truss connections.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 33 lb uplift at joint
1, 49 lb uplift at joint 3 and 4 lb uplift at joint 4.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J30 11Corner Jack Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:37 Page: 1
ID:PftZBl0E6ds386tbXQCB0qyIfRf-8SMhMj8tK7AUjyOanwAknYFmIW?8qfgZT8QEg_y8134
2.474912
NAILED
NAILED NAILED
1 9 4
2
8
3
T1
B1
Scale = 1:30.7
Plate Offsets (X, Y): [2:0-3-11,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.12 4-7 >719 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.19 4-7 >448 180
BCLL 0.0*Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 25 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=370/0-7-6, (min. 0-1-8), 3=144/
Mechanical, (min. 0-1-8), 4=72/
Mechanical, (min. 0-1-8)
Max Horiz 2=92 (LC 20)
Max Uplift 2=-267 (LC 4), 3=-80 (LC 4)
Max Grav 2=419 (LC 13), 3=144 (LC 1),
4=113 (LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-8=-362/173
BOT CHORD 2-9=-171/329
NOTES
1) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; 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 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
5) Refer to girder(s) for truss to truss connections.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 80 lb uplift at joint
3 and 267 lb uplift at joint 2.
7) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails
per NDS guidelines.
LOAD CASE(S)Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25,
Plate Increase=1.25
Uniform Loads (lb/ft)
Vert: 1-3=-54, 4-5=-20
Concentrated Loads (lb)
Vert: 7=75, 9=-2
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J31 11Diagonal Hip Girder Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:37 Page: 1
ID:7CeZtJdCj0GRQI7KD0L5XsyD3Zv-8SMhMj8tK7AUjyOanwAknYFhaWxDqfgZT8QEg_y8134
3.512
2x4
1
4
2
3
T1
B1
Scale = 1:21.2
Plate Offsets (X, Y): [2:0-0-5,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.04 4-7 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.05 4-7 >999 180
BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 18 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or
5-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=306/0-5-8, (min. 0-1-8), 3=107/
Mechanical, (min. 0-1-8), 4=56/
Mechanical, (min. 0-1-8)
Max Horiz 2=84 (LC 12)
Max Uplift 2=-158 (LC 12), 3=-51 (LC 12)
Max Grav 2=306 (LC 1), 3=107 (LC 1), 4=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=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-11-0 to 0-11-2, Interior (1) 0-11-2 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) 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 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 3 and 158 lb uplift at joint 2.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R J32 16Jack-Open Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:37 Page: 1
ID:WITZiTbxUnavniCMRvD0q1yD3Un-8SMhMj8tK7AUjyOanwAknYFksW_BqfgZT8QEg_y8134
3.512
2x4
1.5x4
1 4
2
3
T1
W1
B1
Scale = 1:20.4
Plate Offsets (X, Y): [2:0-0-5,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.14 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 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 15 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-8-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=262/3-8-0, (min. 0-1-8),
4=105/3-8-0, (min. 0-1-8),
5=262/3-8-0, (min. 0-1-8)
Max Horiz 2=57 (LC 9), 5=57 (LC 9)
Max Uplift 2=-157 (LC 12), 4=-20 (LC 9), 5=-157 (LC 12)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-11-0 to
0-11-2, Interior (1) 0-11-2 to 3-6-4 zone; cantilever left
and right exposed ; end vertical left and right exposed;C-
C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) 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 requires continuous bottom chord bearing.
5) Gable studs spaced at 2-0-0 oc.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
8) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 157 lb uplift at joint
2, 20 lb uplift at joint 4 and 157 lb uplift at joint 2.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R K01 11Monopitch Supported Gable Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:38 Page: 1
ID:BzqZQ8p37M?3TpZg08mkFMyD4JR-cev3a38V4RILL5zmLdhzKlnwYwMSZ6wiio9nDQy8133
3x4
3x4
1
6
5
2
3
10
4
T1 W3
B1
W1 W2
Scale = 1:31.9
Plate Offsets (X, Y): [2:0-3-5,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.04 6-9 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.10 6-9 >999 180
BCLL 0.0*Rep Stress Incr YES WB 0.51 Horz(CT) 0.02 5 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 56 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-8-7 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 7-11-7 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=558/0-3-8, (min. 0-1-8), 5=438/
Mechanical, (min. 0-1-8)
Max Horiz 2=170 (LC 11)
Max Uplift 2=-231 (LC 12), 5=-131 (LC 12)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-875/402
BOT CHORD 2-6=-525/817, 5-6=-525/817
WEBS 3-6=0/269, 3-5=-841/488
NOTES
1) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-11-0 to
0-11-2, Interior (1) 0-11-2 to 12-0-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.602) 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 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 231 lb uplift at joint
2 and 131 lb uplift at joint 5.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R K02 18Monopitch Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:38 Page: 1
ID:u2nfd9uKPrvSkiJ33JaDhwyIfX_-cev3a38V4RILL5zmLdhzKlntlwH_Z?yiio9nDQy8133
3x4
3x4
3x4
5
4
1
9
2
10
3
T1 W3
B1
W1 W2
Scale = 1:34.6
Plate Offsets (X, Y): [1:0-0-12,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.04 5-8 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.08 5-8 >999 180
BCLL 0.0*Rep Stress Incr YES WB 0.51 Horz(CT) 0.02 4 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 52 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-9-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 7-5-10 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=437/ Mechanical, (min. 0-1-8),
4=437/ Mechanical, (min. 0-1-8)
Max Horiz 1=159 (LC 11)
Max Uplift 1=-129 (LC 12), 4=-136 (LC 12)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-9=-869/442, 2-9=-842/450
BOT CHORD 1-5=-599/810, 4-5=-599/810
WEBS 2-5=0/262, 2-4=-834/559
NOTES
1) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-3-2 to
3-3-2, Interior (1) 3-3-2 to 12-0-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.602) 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 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 129 lb uplift at joint
1 and 136 lb uplift at joint 4.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R K03 17Jack-Closed Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:38 Page: 1
ID:jUfLS0Al?voB_EZUveUc7nyIfWd-cev3a38V4RILL5zmLdhzKlntqwHMZ?0iio9nDQy8133
3.512
1.5x4
3x6
4x4
3x6
4x4
Special
5876
4
1
2 3
T1
T2
T3
W1
B1
W3W3
W2
Scale = 1:49.4
Plate Offsets (X, Y): [4:0-2-9,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.11 6-11 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.23 6-11 >581 180
BCLL 0.0*Rep Stress Incr NO WB 0.39 Horz(CT) 0.02 4 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 49 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-1-11 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 9-6-8 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 4=854/0-3-8, (min. 0-1-8), 8=1049/
Mechanical, (min. 0-1-8)
Max Horiz 8=-72 (LC 6)
Max Uplift 4=-310 (LC 8), 8=-284 (LC 8)
Max Grav 4=854 (LC 18), 8=1049 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1732/472, 2-3=-1656/467,
3-4=-1750/468, 1-8=-1064/303
BOT CHORD 6-7=-363/1656, 4-6=-367/1647
WEBS 2-7=-2/259, 3-6=0/292, 1-7=-421/1706
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; 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.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 284 lb uplift at joint
8 and 310 lb uplift at joint 4.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 193 lb
down and 140 lb up at 7-0-0, and 193 lb down and 140
lb up at 7-10-0 on top chord, and 355 lb down and 34 lb
up at 7-0-0, and 355 lb down and 34 lb up at 7-8-15 on
bottom chord. The design/selection of such connection
device(s) is the responsibility of others.
10) In the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (B).
LOAD CASE(S)Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25,
Plate Increase=1.25
Uniform Loads (lb/ft)
Vert: 1-2=-54, 2-3=-54, 3-5=-54, 8-9=-20
Concentrated Loads (lb)
Vert: 2=-146 (F), 3=-146 (F), 7=-340 (F), 6=-340 (F)
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R L01 11Hip Girder Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:39 Page: 1
ID:M761tht8d7h7XtE2e7SbrbyIfQZ-5rTSnP97rlQBzFYzvKCCszKzVKXyIT9swSvKlsy8132
3.512
1.5x4 3x4
4x8
46
5
3
1 1210
11 2
T1
T2
W1
B1
W3
W2
Scale = 1:29.7
Plate Offsets (X, Y): [3:0-3-5,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.11 5-9 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.17 5-9 >767 180
BCLL 0.0*Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 47 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-8-12 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 3=526/0-3-8, (min. 0-1-8), 6=405/
Mechanical, (min. 0-1-8)
Max Horiz 6=-74 (LC 10)
Max Uplift 3=-225 (LC 12), 6=-117 (LC 12)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-10=-613/468, 10-11=-592/473, 2-11=-562/475, 2-12=-585/443, 3-12=-628/436, 1-6=-403/332
BOT CHORD 3-5=-314/568
WEBS 1-5=-443/576
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 3-7-12 to
6-7-12, Interior (1) 6-7-12 to 7-5-0, Exterior(2R) 7-5-0 to
10-5-0, Interior (1) 10-5-0 to 16-9-0 zone; cantilever left
and right exposed ; end vertical left and right exposed;C-
C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
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.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 6 and 225 lb uplift at joint 3.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R L02 12Common Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:39 Page: 1
ID:4o6NKoGCoZ8Pn4SnBY6jmlyIfVD-5rTSnP97rlQBzFYzvKCCszK1?KciIX8swSvKlsy8132
1.5x4
1.5x4
6
5
1
10
2
3 11 4
T1
T2
W2
B1
W1
W2 W3
Scale = 1:29.2
Plate Offsets (X, Y): [1:0-2-13,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.13 6-9 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.28 6-9 >588 180
BCLL 0.0*Rep Stress Incr YES WB 0.20 Horz(CT) 0.02 5 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 62 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-9-10 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-2-3 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=502/0-3-8, (min. 0-1-8), 5=502/
Mechanical, (min. 0-1-8)
Max Horiz 1=121 (LC 11)
Max Uplift 1=-150 (LC 12), 5=-155 (LC 9)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-10=-1157/722, 2-10=-1132/727, 2-3=-670/355, 3-11=-605/373, 4-11=-605/373, 4-5=-483/349
BOT CHORD 1-6=-891/1106
WEBS 2-6=-523/460, 4-6=-462/690
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-0-0 to
3-0-0, Interior (1) 3-0-0 to 9-1-0, Exterior(2E) 9-1-0 to
13-6-12 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
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.5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 150 lb uplift at joint 1 and 155 lb uplift at joint 5.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R L03 11Half Hip Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:39 Page: 1
ID:88SBLI1IHkl6?9V7Z2GGVlyIfVW-5rTSnP97rlQBzFYzvKCCszK1SKawIW4swSvKlsy8132
3x10
HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26
1 8
91011 12 5 13 14
4
2 3
T1
T2
W1
B1
W1 W2
Scale = 1:30.8
Plate Offsets (X, Y): [1:0-3-4,0-0-9], [2:0-5-4,0-2-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.21 5-7 >749 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.39 5-7 >414 180
BCLL 0.0*Rep Stress Incr NO WB 0.30 Horz(CT) 0.02 4 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 133 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP DSS
WEBS 2x4 SP No.2
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=1910/0-3-8, (min. 0-1-8),
4=2005/ Mechanical, (min. 0-1-8)
Max Horiz 1=125 (LC 5)
Max Uplift 1=-604 (LC 8), 4=-636 (LC 8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-2746/872
BOT CHORD 1-8=-774/2519, 1-8=-776/2523,
1-9=-807/2598, 9-10=-807/2598,
10-11=-807/2598, 11-12=-807/2598,
5-12=-807/2598, 5-13=-839/2718,
13-14=-839/2718, 4-14=-839/2718
WEBS 2-5=-662/2284, 2-4=-3345/1067
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 roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.60
plate grip DOL=1.60
5) Building Designer / Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
6) Provide adequate drainage to prevent water ponding.
7) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members.
9) Refer to girder(s) for truss to truss connections.
10) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 604 lb uplift at joint
1 and 636 lb uplift at joint 4.
11) Use Simpson Strong-Tie HTU26 (20-10d Girder,
11-10dx1 1/2 Truss, Single Ply Girder) or equivalent
spaced at 2-0-0 oc max. starting at 1-0-12 from the left
end to 13-0-12 to connect truss(es) K03 (1 ply 2x4 SP)
to front face of bottom chord.
12) Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S)Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25,
Plate Increase=1.25
Uniform Loads (lb/ft)
Vert: 1-2=-54, 2-3=-54, 1-4=-20
Concentrated Loads (lb)
Vert: 8=-418 (F), 9=-417 (F), 10=-417 (F), 11=-417
(F), 12=-417 (F), 13=-417 (F), 14=-422 (F)
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R L04 21Half Hip Girder Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:40 Page: 1
ID:cnyjQ0eb2bboY4Tn8dAWfnyIfW1-Z11q?lAlc2Y2aP79T2jRPAt7gkwq1yo?96euHJy8131
3.512 5x12
1.5x4
1.5x4
4x10
3x8
3x4
Special NAILED NAILED NAILED NAILED
Special NAILED NAILED NAILED NAILED
17 18 19 20 2176
5
1
2 11 12 13 3 41415 16
T1
T2
W1
B1
W1 W2 W1 W2
Scale = 1:34.4
Plate Offsets (X, Y): [2:0-6-0,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.11 6-7 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.22 6-7 >821 180
BCLL 0.0*Rep Stress Incr NO WB 0.50 Horz(CT) 0.04 5 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 66 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-1-7 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 7-7-14 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=821/0-5-8, (min. 0-1-8),
5=950/0-5-8, (min. 0-1-8)
Max Horiz 1=67 (LC 7)
Max Uplift 1=-219 (LC 8), 5=-252 (LC 5)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-2310/597, 2-11=-2247/590, 11-12=-2247/590, 12-13=-2247/590, 3-13=-2247/590, 3-14=-2247/590, 14-15=-2247/590, 15-16=-2247/590,
4-16=-2247/590, 4-5=-838/271
BOT CHORD 1-7=-589/2198, 7-17=-585/2221,
17-18=-585/2221, 6-18=-585/2221
WEBS 2-7=0/338, 3-6=-459/247, 4-6=-600/2221
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; 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.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 219 lb uplift at joint
1 and 252 lb uplift at joint 5.
8) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails
per NDS guidelines.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 168 lb down and 110 lb up at 5-0-0 on top chord, and 128 lb down at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S)Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25,
Plate Increase=1.25
Uniform Loads (lb/ft)
Vert: 1-2=-54, 2-4=-54, 5-8=-20
Concentrated Loads (lb)
Vert: 2=-121, 7=-80, 12=-53, 13=-53, 14=-53, 15=-53, 16=-55, 17=-36, 18=-36, 19=-36, 20=-36,
21=-37
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R M01 11Half Hip Girder Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:40 Page: 1
ID:DjsLT3D9QGzh7vT8CsMcWHyD1QH-Z11q?lAlc2Y2aP79T2jRPAtAokuO1vc?96euHJy8131
Special NAILED NAILED NAILED NAILED NAILED NAILED Special
Special NAILED NAILED NAILED NAILED NAILED NAILED Special
1 10
32 33 3414 13 3512 36 37 11
2 9
83
4 23 2425 5 26 27 28 6 2930 31 7
T1
T2
T1
B1 B2
W1 W1W3W2W3W2
HW1 HW1
Scale = 1:50.4
Plate Offsets (X, Y): [2:0-5-6,Edge], [9:0-5-6,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.23 13-14 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.45 13-14 >652 180
BCLL 0.0*Rep Stress Incr NO WB 0.20 Horz(CT) 0.09 9 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 228 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
SLIDER Left 2x4 SP No.2 -- 2-0-0, Right 2x4 SP No.2
-- 2-0-0
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-7-14 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 2=1575/0-5-8, (min. 0-1-8), 9=1575/0-5-8, (min. 0-1-8)
Max Horiz 2=28 (LC 4)
Max Uplift 2=-553 (LC 8), 9=-553 (LC 8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-899/240, 3-4=-3431/1042,
4-23=-3283/1013, 23-24=-3283/1013,
24-25=-3283/1013, 5-25=-3283/1013,
5-26=-5252/1560, 26-27=-5252/1560,
27-28=-5252/1560, 6-28=-5252/1560,
6-29=-3283/1013, 29-30=-3283/1013,
30-31=-3283/1013, 7-31=-3283/1013,
7-8=-3431/1042, 8-9=-817/232
BOT CHORD 2-14=-917/3222, 14-32=-1520/4999,
32-33=-1520/4999, 33-34=-1520/4999,
13-34=-1520/4999, 13-35=-1520/4999,
12-35=-1520/4999, 12-36=-1520/4999, 36-37=-1520/4999, 11-37=-1520/4999, 9-11=-917/3222
WEBS 4-14=-142/814, 7-11=-142/814, 5-13=0/480,
5-14=-1890/639, 6-13=0/480, 6-11=-1891/639
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) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.60
plate grip DOL=1.60
5) Building Designer / Project engineer responsible for
verifying applied roof live load shown covers rain loading
requirements specific to the use of this truss component.
6) Provide adequate drainage to prevent water ponding.
7) All plates are 3x4 MT20 unless otherwise indicated.
8) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members.
10) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 553 lb uplift at joint
2 and 553 lb uplift at joint 9.
11) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines.
12) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 145 lb
down and 122 lb up at 5-0-0, and 145 lb down and 122
lb up at 19-8-0 on top chord, and 164 lb down and 3 lb
up at 5-0-0, and 164 lb down and 3 lb up at 19-6-15 on
bottom chord. The design/selection of such connection
device(s) is the responsibility of others.
LOAD CASE(S)Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25,
Plate Increase=1.25
Uniform Loads (lb/ft)
Vert: 1-4=-54, 4-7=-54, 7-10=-54, 15-19=-20
Concentrated Loads (lb)
Vert: 4=-98, 7=-98, 14=-99, 11=-99, 13=-37, 23=-66,
25=-66, 26=-66, 27=-66, 28=-66, 29=-66, 31=-66,
32=-37, 33=-37, 34=-37, 35=-37, 36=-37, 37=-37
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R N01 21Hip Girder Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:41 Page: 1
ID:FAfsbhWcd30CnpoI00OzhcyJ_3p-Z11q?lAlc2Y2aP79T2jRPAt8TkrR1zI?96euHJy8131
3.512
3x6
3x4
4x4
4x7
T1 W3
W1
B1
W2
BL1
Scale = 1:33.7
Loading (psf)Spacing 2-0-0
TCLL (roof)20.0 Plate Grip DOL 1.00
TCDL 7.0 Lumber DOL 1.00
BCLL 0.0*Rep Stress Incr YES
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R P01 13Monopitch Job Reference (optional)
Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:41 Page: 1
ID:cCXavIJGlXuGJ6v3KXISxIyIzk7-1DbCC5BONMgvCZiL0lEgyOPVA7PLmTg8OmORqly8130
3.512
3x4
3x4
4x7
1
5
2
3
6
11
4
T1 W1
B1
BL1
HW1
Scale = 1:29.4
Plate Offsets (X, Y): [2:0-3-10,0-0-1]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.03 5-9 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.05 5-9 >999 180
BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 11 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MR Weight: 30 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
OTHERS 2x4 SP No.2
SLIDER Left 2x4 SP No.2 -- 2-0-0
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size) 2=362/0-5-8, (min. 0-1-8), 11=202/
Mechanical, (min. 0-1-8)
Max Horiz 2=91 (LC 9)
Max Uplift 2=-171 (LC 12), 11=-60 (LC 12)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-306/98, 4-11=-298/483
BOT CHORD 2-5=-276/188
NOTES
1) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-11-0 to 1-1-0, Interior (1) 1-1-0 to 6-2-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.602) 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 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 171 lb uplift at joint
2 and 60 lb uplift at joint 11.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R P02 14Monopitch Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:42 Page: 1
ID:HKlO2KZFRTAdy4UEzeC_iDyIznh-VQ9aPRC08gomqjHXaTmvUbyYkXgGVsXIdQ7?MBy813?
3.512
3x5
M18AHS 7x12
M18AHS 7x12
1
5
2
3
6
11
4
T1 W1
B1
BL1
HW1
Scale = 1:29.2
Plate Offsets (X, Y): [2:0-5-6,Edge], [4:0-2-10,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.11 5-9 >694 240 M18AHS 186/179
TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.12 5-9 >668 180 MT20 244/190
BCLL 0.0*Rep Stress Incr NO WB 0.00 Horz(CT) -0.05 11 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MR Weight: 30 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP 2250F 1.9E
BOT CHORD 2x4 SP 2250F 1.9E
WEBS 2x4 SP 2250F 1.9E
OTHERS 2x4 SP No.2
SLIDER Left 2x4 SP No.2 -- 2-0-0
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-5-6 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 4-6-3 oc
bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size) 2=362/0-5-8, (min. 0-1-8), 11=202/
Mechanical, (min. 0-1-8)
Max Horiz 2=91 (LC 27)
Max Uplift 2=-1203 (LC 33), 11=-256 (LC 34)
Max Grav 2=1175 (LC 42), 11=302 (LC 29)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-823/631, 3-4=-2025/1998, 4-11=-737/923
BOT CHORD 2-5=-2549/2529
WEBS 4-11=-342/274
NOTES
1) Wind: ASCE 7-16; Vult=130mph (3-second gust)
Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-11-0 to
1-1-0, Interior (1) 1-1-0 to 6-2-12 zone; cantilever left and
right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.602) 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1203 lb uplift at joint 2 and 256 lb uplift at joint 11.
8) This truss has been designed for a total drag load of 460
plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect
truss to resist drag loads along bottom chord from 0-0-0 to 6-8-0 for 460.0 plf.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply The Chunko Residence
J210532-R P03 11Monopitch Job Reference (optional)
Run: 8.5 S 0 Oct 11 2021 Print: 8.500 S Oct 11 2021 MiTek Industries, Inc. Fri Dec 17 15:59:42 Page: 1
ID:HKlO2KZFRTAdy4UEzeC_iDyIznh-VQ9aPRC08gomqjHXaTmvUbyTcXa9VldIdQ7?MBy813?