981 SAILFISH DR RES23-0276 Truss Engineering Drawings612
5x6
10x12
5x6
5x6
4x12
5x6
5x6
4x12
4x8
5x6
4x8
5x6
5x6
4x12
5x8
3x4
3x4
3x4
4x8
8x12
5x8
4x8
8x12
3x4
3x4
4x12
3x4
6x8
4x8
5x6
6x8
4x12
4x12
HTU26
NAILED NAILED
NAILED NAILED NAILED
NAILED
NAILED
38 37 36 35 51 52 34 53
33 29
55 28 5627 2657 58
25
1
4232543130 45
2
444139
3
46
4 24
47
23225
43
2120
40
6 7 198
181791610
15111214
13
T1
T5
W5
T3
T2
T4
B1 B5B2
B3
B4
B3
W10
W9
W13
W12 W14
W15 W17
W1
W8
W6 W7
W11 W11
W5
W3
W2
W4
W16 W18
ST3ST2
ST1
ST4
ST5
ST6
ST7
ST8
ST9 ST10
0-5-11
12-8-13
0-5-3
13-2-0
1-6-12
1-6-12
1-9-7
34-10-0
1-8-12
23-2-12
1-8-12
21-6-0
2-4-3
33-0-9
3-3-8
16-5-8
3-3-12
19-9-4
3-4-8
4-11-4
3-4-8
8-3-12
3-7-7
26-10-3
3-10-3
30-8-5
3-11-6
12-3-2
0-2-12
1-6-12
1-2-5
30-8-5
1-4-0
1-4-0
2-7-13
29-6-0
3-0-0
23-0-0
3-4-8
4-11-4
3-4-8
8-3-12
3-6-8
20-0-0
3-10-3
26-10-3
4-1-11
34-10-0
8-1-12
16-5-811-1-70-8-6 4-9-60-8-01-7-40-5-80-5-83-11-154-5-71-2-105-8-11-7-47-3-63-10-111-1-7Scale = 1:63.3
Plate Offsets (X, Y):[6:0-3-0,0-0-12], [13:0-3-12,0-1-4], [26:0-3-8,0-4-0], [30:0-4-12,0-4-0], [32:0-4-12,0-4-0], [33:0-4-8,0-0-4], [38:0-1-12,0-10-6]
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 0.32 Vert(LL)0.13 33-34 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.59 Vert(CT)-0.21 34-35 >999 180
TCDL 10.0 Rep Stress Incr NO WB 0.83 Horz(CT)0.06 25 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 450 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3 *Except* W15:2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except:
1 Row at midpt 12-32, 14-30
WEBS 1 Row at midpt 17-28, 20-28, 20-26, 15-41, 13-32,13-30JOINTS1 Brace at Jt(s): 40, 43
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)25=-66/4-1-8, (min. 0-4-1), 26=1704/4-1-8, (min. 0-4-1),38=910/0-5-8, (min. 0-2-4)Max Horiz 38=353 (LC 12)
Max Uplift 25=-174 (LC 29), 26=-1841 (LC 13), 38=-835 (LC 12)
Max Grav 25=125 (LC 12), 26=3566 (LC 2), 38=1907 (LC 3)
1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-321/109, 2-3=-2340/1039, 3-4=-2677/1203, 4-5=-2664/1293, 5-6=-2596/1302, 6-7=-2409/1206, 7-8=-2345/1163,
8-9=-2349/1194, 9-10=-2112/1128, 10-11=-2122/1161, 11-12=-2047/1147, 12-13=-2073/1200, 13-14=-1681/993,14-15=-1681/987, 15-16=-1642/943, 16-17=-1684/936, 17-18=-1064/616, 18-19=-1076/593, 19-20=-1082/571,21-22=-134/272BOT CHORD 1-38=-96/295, 37-38=-442/373, 36-37=-1192/2053, 35-36=-1192/2053, 35-51=-1200/2261, 51-52=-1200/2261,
34-52=-1200/2261, 34-53=-438/848, 33-53=-438/848, 32-33=-435/907, 32-54=-764/1591, 31-54=-764/1591,
30-31=-764/1591, 29-55=-301/612, 28-55=-301/612
WEBS 32-34=-627/1318, 9-40=-567/307, 39-40=-659/367, 32-39=-585/325, 30-42=-150/376, 28-42=-147/379, 30-41=-508/1022,
41-43=-594/1191, 17-43=-587/1178, 17-28=-1430/706, 28-44=-1146/2283, 44-47=-1188/2366, 20-47=-919/1832,
20-26=-2097/1042, 26-45=-367/273, 45-46=-268/215, 24-46=-305/230, 13-31=-313/569, 2-38=-1559/764, 9-34=-213/466,
6-35=-328/231, 7-34=-326/399, 13-32=-887/1607, 13-30=-687/301, 3-37=-529/255, 2-37=-778/1808, 3-35=-124/423,
27-47=-697/354
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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
5)All plates are 2x4 MT20 unless otherwise indicated.
6)Gable studs spaced at 2-0-0 oc.
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.
Job Truss Truss Type Qty Ply
A01 1 13621311Roof Special Girder Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:5DDVtP_UT?LWlblFQSry_DyMsST-JofPUtb1mQHA5XTNwan3F?OJAcpytYVWeR9F9KyEhNr
Continued on page 2
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 25, 1841 lb uplift at joint 26 and 835 lb uplift at joint 38.
10)Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 19-0-12 from the left end to connect truss(es) EJ07 (1 ply 2x6 SP) to
front face of bottom chord.
11)Fill all nail holes where hanger is in contact with lumber.
12)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines.
13)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 + Snow (balanced): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90
Uniform Loads (lb/ft)
Vert: 1-13=-20, 13-24=-20, 33-48=-20, 30-32=-20, 25-29=-20
Concentrated Loads (lb)
Vert: 30=-98 (F), 28=-90 (F), 53=-497 (F), 54=-98 (F), 55=-98 (F), 56=-90 (F), 57=-90 (F), 58=-98 (F)
Job Truss Truss Type Qty Ply
A01 1 13621311Roof Special Girder Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 2
ID:5DDVtP_UT?LWlblFQSry_DyMsST-JofPUtb1mQHA5XTNwan3F?OJAcpytYVWeR9F9KyEhNr
612
3x4
2x4
6x8 5x6
5x6
3x4
4x8
3x4
4x8
3x4
2x4
2x4
6x8
5x8
2x4
6x8
2x4
2x4
3x4
4x8
4x8
5x622212019
18 14
13
12
30 31
1
17 16 15
2
26
3
4
115
29106
2827
7 9
8
T2
T1
T3
W15
B1 B5B2
B3
B4
B3
W12
W11
W14
W10W9W9
W13
W1
W3W2
W4 W5
W6 W8
W7
1-6-12
1-6-12
1-7-12
23-1-12
1-7-12
21-6-0
3-4-12
19-10-4
3-10-8
16-5-8
3-11-4
27-1-0
4-7-7
6-2-3
6-4-13
12-7-0
4-1-0
31-2-0
0-2-12
1-6-12
1-4-0
1-4-0
1-6-0
21-6-0
1-6-0
23-0-0
3-6-8
20-0-0
4-1-0
27-1-0
4-1-0
31-2-0
6-10-12
8-5-8
8-0-0
16-5-8
0-8-6 6-7-60-8-011-5-6Scale = 1:58.4
Plate Offsets (X, Y):[4:0-4-0,Edge], [15:0-2-12,0-2-8], [17:0-2-0,0-2-12], [22:0-3-8,0-3-0]
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 0.52 Vert(LL)-0.09 19-20 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.41 Vert(CT)-0.17 19-20 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.58 Horz(CT)0.04 12 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 317 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2 *Except* B3:2x4 SP No.3, B4:2x4 SP No.2
WEBS 2x4 SP No.3 *Except* W15:2x6 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
7-10-9 oc bracing: 20-22
8-10-6 oc bracing: 19-20.
1 Row at midpt 7-17, 9-15WEBS1 Row at midpt 8-17, 8-15, 10-13, 3-22, 6-17
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)12=586/0-5-8, (min. 0-1-8), 22=652/0-5-8, (min. 0-1-11)
Max Horiz 22=421 (LC 16)
Max Uplift 12=-441 (LC 16), 22=-514 (LC 16)
Max Grav 12=1262 (LC 3), 22=1414 (LC 3)
3FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-26=-259/109, 3-4=-2037/655, 4-5=-1965/669, 5-6=-1570/551, 6-27=-1279/492, 7-27=-1235/498, 7-8=-1271/561,8-9=-1080/493, 9-28=-1026/437, 10-28=-1082/424, 10-29=-658/260, 11-29=-735/251, 11-12=-1427/479BOT CHORD 21-22=-885/1793, 20-21=-885/1793, 20-30=-695/1597, 30-31=-695/1597, 19-31=-695/1597, 16-17=-305/912,15-16=-305/912WEBS13-15=-149/472, 10-15=-212/572, 11-13=-355/1167, 8-17=-486/950, 8-15=-265/125, 10-13=-935/361, 3-22=-1912/565,
5-20=-131/341, 5-19=-533/359, 6-19=-195/536, 6-17=-673/334, 17-19=-416/1125
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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-0-0 to 3-0-15, Interior (1) 3-0-15 to 21-6-0, Exterior(2R) 21-6-0 to 24-6-15, Interior (1) 24-6-15 to 30-11-4 zone; cantilever left and right exposed ;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.4)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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 441 lb uplift at joint 12 and 514 lb uplift at joint 22.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
A02 1 13621311Roof Special Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:6B6YYNpbOdmdfFloqCj0LuyMtBA-JofPUtb1mQHA5XTNwan3F?OFycsjtcSWeR9F9KyEhNr
612
3x4
2x4
6x8 5x6
5x6
3x4
4x8
3x4
3x4
3x4
5x6
5x6
4x8
3x4
6x8
2x4
16 15 14 24 25 13 12 11 26 27
10
1
2
20
3
4
95
2368
21 22
7
T1
T2
T3
W11
B1 B3B2
W8
W1
W3W2
W4
W6
W5
W10W9W7
1-6-12
1-6-12
3-10-8
16-5-8
4-7-7
6-2-3
4-8-5
26-2-5
5-0-8
21-6-0
6-4-13
12-7-0
4-7-3
30-9-8
0-2-12
1-6-12
1-4-0
1-4-0
5-0-8
21-6-0
6-10-12
8-5-8
8-0-0
16-5-8
9-3-8
30-9-8
0-8-6 6-9-1011-5-6Scale = 1:56.2
Plate Offsets (X, Y):[4:0-4-0,Edge], [16:0-3-8,0-3-0]
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 0.44 Vert(LL)-0.12 10-11 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.48 Vert(CT)-0.19 10-11 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.66 Horz(CT)0.03 10 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 239 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3 *Except* W11:2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-6-13 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 7-10-9 oc bracing.
WEBS 1 Row at midpt 3-16, 8-10, 6-11
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)10=580/ Mechanical, (min. 0-1-8), 16=646/0-5-8, (min. 0-1-11)
Max Horiz 16=425 (LC 16)
Max Uplift 10=-442 (LC 16), 16=-508 (LC 16)
Max Grav 10=1334 (LC 3), 16=1430 (LC 3)
4FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-20=-255/108, 3-4=-2064/645, 4-5=-1991/659, 5-6=-1585/538, 6-21=-1126/421, 7-21=-1068/433, 7-22=-1070/440,8-22=-1127/424BOT CHORD 15-16=-883/1817, 14-15=-883/1817, 14-24=-689/1618, 24-25=-689/1618, 13-25=-689/1618, 12-13=-515/1354,11-12=-515/1354, 11-26=-209/651, 26-27=-209/651, 10-27=-209/651
WEBS 7-11=-214/652, 3-16=-1943/558, 5-14=-133/350, 6-13=-265/693, 5-13=-520/343, 8-10=-1408/461, 8-11=-150/529,
6-11=-883/460
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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-0-0 to 3-0-15, Interior (1) 3-0-15 to 21-6-0, Exterior(2R) 21-6-0 to 24-6-15, Interior (1) 24-6-15 to 30-7-12 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 442 lb uplift at joint 10 and 508 lb uplift at joint 16.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
A03 5 13621311Common Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:ThzHkiH2Cch5rEEHcvw9Q6yMtAZ-JofPUtb1mQHA5XTNwan3F?OHHcrZtbDWeR9F9KyEhNr
612
3x4
2x4
6x8 5x6
5x6
3x4
4x8
3x4
3x4
3x4
5x6
5x6
4x8
3x4
6x8
2x4
16 15 14 24 25 13 12 11 26 27
10
1
2
20
3
4
95
2368
21 22
7
T1
T2
T3
W11
B1 B3B2
W8
W1
W3W2
W4
W6
W5
W10W9W7
1-6-12
1-6-12
3-10-8
16-5-8
4-7-7
6-2-3
4-8-5
26-2-5
5-0-8
21-6-0
6-4-13
12-7-0
4-7-3
30-9-8
0-2-12
1-6-12
1-4-0
1-4-0
5-0-8
21-6-0
6-10-12
8-5-8
8-0-0
16-5-8
9-3-8
30-9-8
0-8-6 6-9-1011-5-6Scale = 1:56.2
Plate Offsets (X, Y):[4:0-4-0,Edge], [16:0-3-8,0-3-0]
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 0.44 Vert(LL)-0.12 10-11 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.48 Vert(CT)-0.19 10-11 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.66 Horz(CT)0.03 10 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 239 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3 *Except* W11:2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-6-13 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 7-10-9 oc bracing.
WEBS 1 Row at midpt 3-16, 8-10, 6-11
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)10=580/ Mechanical, (min. 0-1-8), 16=646/0-5-8, (min. 0-1-11)
Max Horiz 16=425 (LC 16)
Max Uplift 10=-442 (LC 16), 16=-508 (LC 16)
Max Grav 10=1334 (LC 3), 16=1430 (LC 3)
5FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-20=-255/108, 3-4=-2064/645, 4-5=-1991/659, 5-6=-1585/538, 6-21=-1126/421, 7-21=-1068/433, 7-22=-1070/440,8-22=-1127/424BOT CHORD 15-16=-883/1817, 14-15=-883/1817, 14-24=-689/1618, 24-25=-689/1618, 13-25=-689/1618, 12-13=-515/1354,11-12=-515/1354, 11-26=-209/651, 26-27=-209/651, 10-27=-209/651
WEBS 7-11=-214/652, 3-16=-1943/558, 5-14=-133/350, 6-13=-265/693, 5-13=-520/343, 8-10=-1408/461, 8-11=-150/529,
6-11=-883/460
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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-0-0 to 3-0-15, Interior (1) 3-0-15 to 21-6-0, Exterior(2R) 21-6-0 to 24-6-15, Interior (1) 24-6-15 to 30-7-12 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 442 lb uplift at joint 10 and 508 lb uplift at joint 16.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
A03X 4 13621311Common Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:ThzHkiH2Cch5rEEHcvw9Q6yMtAZ-JofPUtb1mQHA5XTNwan3F?OHHcrZtbDWeR9F9KyEhNr
612
3x4
2x4
6x8 5x6
5x6
3x4
4x8
3x4
3x4
3x4
5x6
5x6
4x8
3x4
6x8
2x4
16 15 14 13 12 11 26 27
10
24 25
1
2
20
3
4
95
23
6 8
2221
7
T1
T2
T3
W11
B1 B3B2
W8
W1
W3W2
W4
W6
W5
W7 W9 W10
1-6-12
1-6-12
3-10-8
16-5-8
4-7-7
6-2-3
4-8-5
26-2-5
5-0-8
21-6-0
6-4-13
12-7-0
4-11-11
31-2-0
0-2-12
1-6-12
1-4-0
1-4-0
5-0-8
21-6-0
6-10-12
8-5-8
8-0-0
16-5-8
9-8-0
31-2-0
0-8-6 6-7-611-5-6Scale = 1:56.2
Plate Offsets (X, Y):[4:0-4-0,Edge], [16:0-3-8,0-3-0]
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 0.44 Vert(LL)-0.13 10-11 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.52 Vert(CT)-0.22 10-11 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.69 Horz(CT)0.03 10 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 241 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3 *Except* W11:2x4 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 7-10-5 oc bracing.
WEBS 1 Row at midpt 3-16, 6-11, 8-10
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)10=588/0-5-8, (min. 0-1-10), 16=653/0-5-8, (min. 0-1-11)
Max Horiz 16=420 (LC 16)
Max Uplift 10=-441 (LC 16), 16=-515 (LC 16)
Max Grav 10=1352 (LC 3), 16=1448 (LC 3)
6FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-20=-258/109, 3-4=-2100/657, 4-5=-2027/671, 5-6=-1625/551, 6-21=-1171/436, 7-21=-1113/447, 7-22=-1116/456,8-22=-1174/439BOT CHORD 15-16=-886/1843, 14-15=-886/1843, 14-24=-695/1650, 24-25=-695/1650, 13-25=-695/1650, 12-13=-522/1388,11-12=-522/1388, 11-26=-224/707, 26-27=-224/707, 10-27=-224/707
WEBS 7-11=-227/696, 3-16=-1976/568, 5-14=-130/345, 6-13=-265/684, 5-13=-518/342, 6-11=-874/460, 8-11=-132/500,
8-10=-1431/463
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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-0-0 to 3-0-15, Interior (1) 3-0-15 to 21-6-0, Exterior(2R) 21-6-0 to 24-6-15, Interior (1) 24-6-15 to 31-0-4 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 441 lb uplift at joint 10 and 515 lb uplift at joint 16.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
A03Y 1 13621311Common Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:ThzHkiH2Cch5rEEHcvw9Q6yMtAZ-JofPUtb1mQHA5XTNwan3F?OHCcq_tbhWeR9F9KyEhNr
612
5x6
2x4
3x4
5x6
4x8
3x4
3x4
4x8
5x6
4x8
4x8
3x4
5x6
6x8
2x4
16
15 14 21 13 22 12 11 23 24
10
1
2
17
3
4
958
2018
6 19 7
T2
T1
T3
T4
W1
W11
B1 B2
W7 W8 W7
W9 W10
W2
W3 W4
W5 W6
1-1-81-6-12
1-6-12
3-8-0
23-4-0
5-2-4
6-9-0
6-0-3
29-4-3
6-5-8
13-2-8
1-5-5
30-9-8
6-5-8
19-8-0
0-2-12
1-6-12
1-4-0
1-4-0
3-4-8
23-2-4
7-7-4
30-9-8
9-0-10
10-7-6
9-2-6
19-9-12
0-8-6 6-9-100-2-1110-6-6Scale = 1:53.5
Plate Offsets (X, Y):[4:0-4-0,Edge], [6:0-3-0,0-2-0], [7:0-5-4,0-2-0]
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 0.50 Vert(LL)-0.27 12-14 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.98 Vert(CT)-0.45 12-14 >783 180
TCDL 10.0 Rep Stress Incr YES WB 0.69 Horz(CT)0.05 10 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 218 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except* W11:2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins,
except end verticals, and 2-0-0 oc purlins (5-7-4 max.): 6-7.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 1 Row at midpt 7-11, 8-10, 3-15, 5-12
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)10=580/ Mechanical, (min. 0-1-8), 15=640/0-5-8, (min. 0-1-10)
Max Horiz 15=401 (LC 16)
Max Uplift 10=-436 (LC 16), 15=-509 (LC 16)
Max Grav 10=1303 (LC 3), 15=1397 (LC 3)
7FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-17=-287/119, 3-4=-1962/607, 4-5=-1830/623, 5-18=-1266/428, 6-18=-1183/450, 6-19=-1082/464, 7-19=-1082/464,7-20=-970/391, 8-20=-1043/371BOT CHORD 14-15=-856/1752, 14-21=-664/1560, 13-21=-664/1560, 13-22=-664/1560, 12-22=-664/1560, 11-12=-253/826,11-23=-103/282, 23-24=-103/282, 10-24=-103/282
WEBS 7-12=-312/616, 7-11=-443/227, 8-11=-256/850, 8-10=-1483/578, 2-15=-265/242, 3-15=-1832/550, 5-14=-95/443,
5-12=-781/450
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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-1-12 to 3-2-11, Interior (1) 3-2-11 to 19-8-0, Exterior(2E) 19-8-0 to 23-4-0, Exterior(2R) 23-4-0 to 27-8-4, Interior (1) 27-8-4 to 30-7-12 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 436 lb uplift at joint 10 and 509 lb uplift at joint 15.
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
A04 1 13621311Hip Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:t8HCzYd9IMXGAt7ouqvAAGyMrzx-JofPUtb1mQHA5XTNwan3F?OGMcjqtbiWeR9F9KyEhNr
612
5x6
2x4
3x4
5x6
4x8
3x4
3x4
4x8
5x6
4x8
4x8
3x4
5x6
5x6
15
14 13 12 11 25 10 26
9
23 24
1
2
16
3
4
5 82217
21
76181920
T2
T1
T3
T4
W1
W10
B1 B2
W7 W8 W7
W9
W2
W3 W4
W5 W61-1-81-6-12
1-6-12
4-6-4
6-1-0
5-9-8
11-10-8
5-9-8
17-8-0
7-8-0
25-4-0
5-5-8
30-9-8
0-2-12
1-6-12
1-4-0
1-4-0
5-7-4
30-9-8
7-4-8
25-2-4
8-0-10
9-7-6
8-2-6
17-9-12
0-8-6 6-9-100-2-119-6-6Scale = 1:53.4
Plate Offsets (X, Y):[4:0-4-0,Edge], [6:0-3-0,0-2-0], [7:0-5-8,0-2-4], [9:Edge,0-3-8]
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 0.76 Vert(LL)-0.15 11-13 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.75 Vert(CT)-0.26 11-13 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.93 Horz(CT)0.04 9 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 200 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2 *Except* T3:2x4 SP No.1
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except* W10:2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins,
except end verticals, and 2-0-0 oc purlins (4-0-9 max.): 6-7.
BOT CHORD Rigid ceiling directly applied or 6-5-6 oc bracing.
WEBS 1 Row at midpt 7-10, 8-9, 3-14, 5-11
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)9=580/ Mechanical, (min. 0-1-8), 14=640/0-5-8, (min. 0-1-11)
Max Horiz 14=379 (LC 16)
Max Uplift 9=-429 (LC 16), 14=-516 (LC 16)
Max Grav 9=1330 (LC 3), 14=1405 (LC 3)
8FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-1992/631, 4-5=-1927/643, 5-17=-1460/491, 6-17=-1392/511, 6-18=-1268/516, 18-19=-1268/516, 19-20=-1268/516,7-20=-1268/516, 7-21=-867/323, 21-22=-884/312, 8-22=-936/307, 8-9=-1462/493BOT CHORD 13-14=-840/1724, 13-23=-697/1649, 23-24=-697/1649, 12-24=-697/1649, 11-12=-697/1649, 11-25=-217/763,10-25=-217/763
WEBS 6-11=-2/258, 7-11=-348/737, 7-10=-620/306, 8-10=-343/1189, 3-14=-1882/582, 5-13=-64/310, 5-11=-620/379
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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior(2E) 0-1-12 to 3-2-11, Interior (1) 3-2-11 to 17-8-0, Exterior(2R) 17-8-0 to 22-0-4, Interior (1) 22-0-4 to 25-4-0, Exterior(2R) 25-4-0 to 29-8-4, Interior (1) 29-8-4 to
30-7-12 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 andany 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 429 lb uplift at joint 9 and 516 lb uplift at joint 14.
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
A05 1 13621311Hip Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:egmDfHkAQpY886lKMV22VyyMrzp-JofPUtb1mQHA5XTNwan3F?OCEcnNtX3WeR9F9KyEhNr
612
5x6
5x6
3x4
5x6
3x4
4x8
5x6
5x8 2x4
4x8
4x8
5x6
3x4
5x6
15
14 13 12 20 11 21 10
9
1
2
16
3 4
17
8
5 18 6 19 7
T2
T1
T3
T4
W1
W9
B1 B2
W6 W7 W6 W7 W6
W8
W2 W3
W4 W50-10-121-4-0
1-4-0
5-10-0
21-6-0
5-10-0
27-4-0
6-7-12
7-11-12
7-8-4
15-8-0
3-5-8
30-9-8
1-4-0
1-4-0
3-7-4
30-9-8
5-8-4
27-2-4
5-8-4
21-6-0
6-7-12
7-11-12
7-10-0
15-9-12
0-8-6 6-9-100-2-118-6-6Scale = 1:53.4
Plate Offsets (X, Y):[4:0-4-0,Edge], [5:0-3-0,0-2-0], [7:0-3-0,0-2-0], [9:Edge,0-3-8], [12:0-3-8,0-3-0]
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 0.77 Vert(LL)-0.11 12-13 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.66 Vert(CT)-0.23 12-13 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.57 Horz(CT)0.04 9 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 209 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except* W9:2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (4-8-4 max.): 5-7.
BOT CHORD Rigid ceiling directly applied or 6-5-2 oc bracing.
WEBS 1 Row at midpt 6-10, 7-10, 8-9, 3-12
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)9=585/ Mechanical, (min. 0-1-8), 14=635/0-5-8, (min. 0-1-10)
Max Horiz 14=356 (LC 16)
Max Uplift 9=-426 (LC 16), 14=-519 (LC 16)
Max Grav 9=1305 (LC 3), 14=1377 (LC 3)
9FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-16=-2139/666, 3-16=-2005/684, 3-4=-1658/530, 4-17=-1584/540, 5-17=-1564/556, 5-18=-1427/575, 6-18=-1427/575,6-19=-611/256, 7-19=-611/256, 7-8=-700/243, 8-9=-1496/491BOT CHORD 13-14=-432/306, 12-13=-849/1915, 12-20=-401/1227, 11-20=-401/1227, 11-21=-401/1227, 10-21=-401/1227
WEBS 5-12=-29/310, 6-12=-218/306, 6-11=0/317, 6-10=-1127/419, 8-10=-370/1247, 2-14=-1415/580, 2-13=-422/1629,
3-12=-593/371
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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior(2E) 0-1-12 to 3-2-11, Interior (1) 3-2-11 to 15-8-0, Exterior(2R) 15-8-0 to 20-0-4, Interior (1) 20-0-4 to 27-4-0, Exterior(2E) 27-4-0 to 30-7-12 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 andany 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 426 lb uplift at joint 9 and 519 lb uplift at joint 14.
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
A06 1 13621311Hip Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:uPpdXMqqIagsjUx3Oui9NsyMrzg-JofPUtb1mQHA5XTNwan3F?OB7coqtdhWeR9F9KyEhNr
612
5x6
2x4
3x4
5x6
3x4
5x6
4x8 4x8 2x4
4x8
4x8
5x6
3x4
2x4
15
14 13 12 11 20 10 21 9
8
1
2
16
3
17
7
4 18 5 619
T1
T2 T3
W1
W9
B1 B2
W6 W7 W6 W7 W6 W8
W2 W3
W4 W51-1-81-6-12
1-6-12
5-5-0
6-11-12
6-8-4
13-8-0
1-5-8
30-9-8
7-10-0
29-4-0
7-10-0
21-6-0
0-2-12
1-6-12
1-4-0
1-4-0
1-7-4
30-9-8
5-5-0
6-11-12
6-10-0
13-9-12
7-8-4
29-2-4
7-8-4
21-6-0
0-8-6 6-9-100-2-117-6-6Scale = 1:53.4
Plate Offsets (X, Y):[4:0-3-0,0-2-0], [6:0-3-0,0-2-0], [8:0-2-8,0-1-0]
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 0.82 Vert(LL)-0.12 10-12 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.73 Vert(CT)-0.22 10-12 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.85 Horz(CT)0.05 8 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 201 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except* W9:2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-8-5 oc purlins,
except end verticals, and 2-0-0 oc purlins (3-9-2 max.): 4-6.
BOT CHORD Rigid ceiling directly applied or 6-6-15 oc bracing.
WEBS 1 Row at midpt 5-12, 5-9, 7-8
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)8=580/ Mechanical, (min. 0-1-8), 14=640/0-5-8, (min. 0-1-10)
Max Horiz 14=333 (LC 16)
Max Uplift 8=-476 (LC 13), 14=-529 (LC 16)
Max Grav 8=1307 (LC 3), 14=1393 (LC 3)
10FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-16=-2017/643, 3-16=-1908/657, 3-17=-1781/584, 4-17=-1702/600, 4-18=-1551/607, 5-18=-1551/607, 5-19=-337/126,6-19=-337/126, 6-7=-347/101, 7-8=-1588/453BOT CHORD 13-14=-357/186, 12-13=-814/1820, 11-12=-475/1439, 11-20=-475/1439, 10-20=-475/1439, 10-21=-475/1439,9-21=-475/1439
WEBS 4-12=-26/345, 5-10=0/442, 5-9=-1528/525, 7-9=-469/1500, 2-14=-1449/558, 2-13=-468/1671, 3-12=-328/260
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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior(2E) 0-1-12 to 3-2-11, Interior (1) 3-2-11 to 13-8-0, Exterior(2R) 13-8-0 to 18-0-4, Interior (1) 18-0-4 to 29-4-0, Exterior(2E) 29-4-0 to 30-7-12 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 andany 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 476 lb uplift at joint 8 and 529 lb uplift at joint 14.
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
A07 1 13621311Hip Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:fxIfD5xrP2hjgjYbsar1hYyMrzY-JofPUtb1mQHA5XTNwan3F?OBJcnetYHWeR9F9KyEhNr
612
5x6
3x4
2x4
3x4
4x8
3x4 4x8 3x4
3x4 4x8
3x4
3x4
3x4
2x4
14 13 24 12 11 10
9
25 26
1
2
19
3
20
214 5 22 6 7 23 8
T1
T2 T3
W3
B1 B2
W1 W2
W3 W4W3W4W4W3
HW1
6-3-5
24-4-7
6-5-1
18-1-1
5-8-4
11-8-0
5-11-12
5-11-12
6-5-1
30-9-8
5-10-0
11-9-12
5-11-12
5-11-12
6-3-5
18-1-1
6-3-5
24-4-7
6-5-1
30-9-8
0-8-6 6-6-66-6-6Scale = 1:53.3
Plate Offsets (X, Y):[1:0-3-0,0-0-8], [4:0-5-4,0-2-0], [6:0-4-0,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)-0.05 9-10 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.36 Vert(CT)-0.09 9-10 >828 180
TCDL 10.0 Rep Stress Incr YES WB 0.34 Horz(CT)0.00 9 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 184 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER Left 2x4 SP No.2 -- 1-11-12
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-8.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.REACTIONS All bearings 29-5-8.
(lb) -Max Horiz 14=305 (LC 16)
Max Uplift All uplift 100 (lb) or less at joint(s) except 9=-129 (LC 17),10=-264 (LC 12), 11=-250 (LC 13), 13=-175 (LC 16), 14=-341(LC 16)
Max Grav All reactions 250 (lb) or less at joint(s) 9 except 10=611 (LC 3),
11=570 (LC 3), 13=406 (LC 3), 14=913 (LC 3)
11FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-19=-147/442, 3-19=-137/526
BOT CHORD 1-14=-411/199, 13-14=-364/0
WEBS 3-14=-787/337, 3-13=0/319, 4-13=-412/201, 5-11=-451/267, 7-10=-454/279
NOTES
1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-0-0 to 3-0-15, Interior (1) 3-0-15 to 11-8-0, Exterior(2R) 11-8-0 to 16-0-4, Interior (1) 16-0-4 to 30-7-12 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
2)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
3)Provide adequate drainage to prevent water ponding.
4)All plates are 3x4 MT20 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, with BCDL = 10.0psf.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 9, 340 lb uplift at joint 14, 175 lb uplift at joint 13, 250 lb uplift at
joint 11 and 264 lb uplift at joint 10.
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
A08 1 13621311Half Hip Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:1FZv0fKTNLj4a?kRfDweemyMrNb-JofPUtb1mQHA5XTNwan3F?OFQctStgEWeR9F9KyEhNr
612
5x6
3x4
4x8
5x6
3x4
5x623222120191817161514
1 13
1223233113
104
95
86
7
T1 T1
T2 T2
B1 B2
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
ST1
1-9-7
1-9-7
1-9-7
22-8-0
9-6-9
20-10-9
9-6-9
11-4-0
1-4-0
1-4-0
21-4-0
22-8-06-0-70-8-6
0-4-70-4-71-2-101-7-14-5-66-0-7Scale = 1:42.1
Plate Offsets (X, Y):[1:0-3-0,0-0-8]
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
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.23 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr NO WB 0.19 Horiz(TL)-0.01 14 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 122 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.REACTIONS All bearings 20-0-0.
(lb) -Max Horiz 23=120 (LC 16)
Max Uplift All uplift 100 (lb) or less at joint(s) 21 except 14=-135 (LC 17),
15=-108 (LC 17), 16=-101 (LC 17), 17=-106 (LC 17), 20=-106(LC 16), 22=-112 (LC 16), 23=-132 (LC 16)Max Grav All reactions 250 (lb) or less at joint(s) 15, 16, 17, 20, 21, 22except 14=381 (LC 38), 18=335 (LC 2), 23=381 (LC 37)
12FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-32=-156/271, 11-33=-156/271
WEBS 7-18=-293/0, 3-23=-232/257, 11-14=-232/257
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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Corner(3E) 0-0-0 to 3-0-0, Exterior(2N) 3-0-0 to 11-4-0, Corner(3R) 11-4-0 to 14-4-0, Exterior(2N) 14-4-0 to 22-8-0 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) 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 consultqualified building designer as per ANSI/TPI 1.4)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
5)All plates are 2x4 MT20 unless otherwise indicated.
6)Gable studs spaced at 2-0-0 oc.
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 andany other members.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21 except (jt=lb) 20=106, 22=111, 23=131, 17=105, 16=100,
15=108, 14=135.
10)Non Standard bearing condition. Review required.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
B01 1 13621311Common Supported Gable Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:GA2MYpsOlCcz6l_1bmTmwoyMsEQ-rc61HXaP?69JUNuBMsGqjnr89CaH8GJNQnQhduyEhNs
612
5x6
2x4
3x4
4x8
5x6
3x4
5x6
3x4
5x6
4x8
3x4
2x4
5x6
15
14 13 12 20 21 11 10 9
8
1 7
62
16 19
53
1817
4
T1 T1
W1 W1B1B1B2
W2
W3 W3
W2
W5
W4
W5
W4 1-1-81-1-81-6-12
1-6-12
1-6-12
22-8-0
4-3-0
5-9-12
4-3-0
21-1-4
5-6-4
16-10-4
5-6-4
11-4-0
0-2-12
1-6-12
0-2-12
21-4-0
1-4-0
22-8-0
1-4-0
1-4-0
5-9-4
7-4-0
5-9-4
21-1-4
8-0-0
15-4-0
0-8-6 0-2-11 0-2-116-4-6Scale = 1:40.6
Plate Offsets (X, Y):[7:Edge,0-3-8]
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 0.34 Vert(LL)-0.15 11-12 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.62 Vert(CT)-0.25 11-12 >929 180
TCDL 10.0 Rep Stress Incr YES WB 0.66 Horz(CT)0.03 9 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 121 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 4-9-15 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 9-9-11 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)9=447/0-5-8, (min. 0-1-8), 14=448/0-6-0, (min. 0-1-8)
Max Horiz 14=114 (LC 15)
Max Uplift 9=-348 (LC 17), 14=-348 (LC 16)
Max Grav 9=972 (LC 3), 14=972 (LC 3)
13FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-17=-1243/468, 4-17=-1177/480, 4-18=-1177/480, 5-18=-1243/468
BOT CHORD 13-14=-360/1036, 12-13=-360/1036, 12-20=-172/770, 20-21=-172/770, 11-21=-172/770, 10-11=-299/1035,
9-10=-299/1035
WEBS 3-14=-1259/441, 5-9=-1259/441, 4-12=-178/421, 4-11=-178/421
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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 11-4-0, Exterior(2R) 11-4-0 to 14-4-0, Interior (1) 14-4-0 to 22-6-4 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 348 lb uplift at joint 14 and 348 lb uplift at joint 9.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
B02 4 13621311Common Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:k54JBLgMWIbEBIlyfPB0GQyMsEg-rc61HXaP?69JUNuBMsGqjnr78CUE88?NQnQhduyEhNs
612
3x4
3x4 4x8
4x8
2x4
5x6
2x4
6x8
2x4 4x8
3x4
2x4
5x6
13
12 11 10 9 8
7
6
1 5
18
15 14
42
1716
3
T1 T2
W1 W8B1B1B2
W2 W6
W7
W3W3
W4
W5
1-1-88-0-0
1-6-12
21-4-0
4-1-12
14-1-12
4-1-12
10-0-0
5-7-8
19-9-4
5-10-4
5-10-4
0-2-12
20-0-0
1-4-0
21-4-0
5-7-8
19-9-4
5-10-4
5-10-4
8-3-8
14-1-121-4-60-8-60-2-113-5-76-4-6Scale = 1:40.6
Plate Offsets (X, Y):[4:0-2-13,0-2-8]
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 0.43 Vert(LL)-0.28 11-13 >854 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.65 Vert(CT)-0.32 10-11 >743 180
TCDL 10.0 Rep Stress Incr YES WB 0.82 Horz(CT)0.03 8 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 116 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except* W1:2x4 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: 7-8.
JOINTS 1 Brace at Jt(s): 14
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)8=451/0-5-8, (min. 0-1-8), 13=390/0-6-0, (min. 0-1-8)
Max Horiz 13=-146 (LC 17)
Max Uplift 8=-348 (LC 17), 13=-295 (LC 16)
Max Grav 8=902 (LC 2), 13=781 (LC 2)
14FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-15=-268/211, 2-16=-371/200, 3-16=-315/214, 3-17=-316/217, 4-17=-373/202, 4-18=-161/257, 1-13=-269/224
BOT CHORD 12-13=-292/876, 11-12=-292/876, 10-11=-290/880, 9-10=-291/875, 8-9=-291/875
WEBS 2-13=-928/370, 4-8=-968/388, 5-8=-340/311, 4-10=-15/308, 2-11=-5/301, 2-14=-670/344, 4-14=-670/344
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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 10-0-0, Exterior(2R) 10-0-0 to 13-0-0, Interior (1) 13-0-0 to 21-2-4 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 andany other members.
6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 295 lb uplift at joint 13 and 348 lb uplift at joint 8.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
B03 3 13621311Common Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:snnyDLCWTdpddSrfQQV6kPyMsFG-rc61HXaP?69JUNuBMsGqjnr6cCTf86VNQnQhduyEhNs
612
3x4
3x4 4x8
4x8
2x4
5x6
2x4
5x6
2x4
5x6
4x8
2x4 4x8 3x4
2x4
5x6
15
14 13 12 11 10
9
8
1 7
20
18
19
16 17
62
543
T1
T2 T3
T4
W1 W9B1B1B2
W2 W7
W8
W3 W3
W4
W5 W6
1-1-88-0-0
0-7-8
9-5-8
1-6-12
21-4-0
2-4-0
11-9-8
2-4-4
14-1-12
2-11-12
8-10-0
5-7-8
19-9-4
5-10-4
5-10-4
0-2-12
20-0-0
1-4-0
21-4-0
5-7-8
19-9-4
5-10-4
5-10-4
8-3-8
14-1-125-9-61-4-60-8-60-2-113-5-75-5-105-5-100-3-125-9-6Scale = 1:43.3
Plate Offsets (X, Y):[4:0-3-0,Edge], [5:0-3-0,0-2-0]
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)-0.25 13-15 >950 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.62 Vert(CT)-0.29 12-13 >819 180
TCDL 10.0 Rep Stress Incr YES WB 0.81 Horz(CT)0.03 10 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 117 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except* W1:2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 9-10.
JOINTS 1 Brace at Jt(s): 16, 17
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)10=451/0-5-8, (min. 0-1-8), 15=390/0-6-0, (min. 0-1-8)
Max Horiz 15=-133 (LC 17)
Max Uplift 10=-365 (LC 17), 15=-285 (LC 16)
Max Grav 10=902 (LC 2), 15=781 (LC 2)
15FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-18=-268/212, 2-3=-457/274, 3-4=-327/231, 4-5=-376/265, 5-6=-458/286, 6-19=-120/260, 19-20=-165/260,
7-20=-254/243, 1-15=-272/227
BOT CHORD 14-15=-304/870, 13-14=-304/870, 12-13=-302/875, 11-12=-303/869, 10-11=-303/869
WEBS 2-15=-916/373, 6-10=-954/401, 7-10=-354/322, 2-13=0/302, 6-12=-9/308, 2-16=-570/289, 16-17=-569/289, 6-17=-574/290
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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 8-10-0, Exterior(2E) 8-10-0 to 9-5-8, Interior (1) 9-5-8 to 11-9-8, Exterior(2R) 11-9-8 to 14-9-8, Interior (1) 14-9-8 to 21-2-4
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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.4)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 285 lb uplift at joint 15 and 365 lb uplift at joint 10.
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
B04 1 13621311Roof Special Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:L8ZlzBsSCj4BZVq_yhSEnIyMsD7-JofPUtb1mQHA5XTNwan3F?OG1cpVtZxWeR9F9KyEhNr
612
2x4
3x4
4x8
2x4
4x8
3x4
2x4
2x4
5x6
5x6
2x4
5x6
7x10
8x10
3x4
6x8
4x8
3x4
3x4
3x4
2x4
5x6
21
20 19 18 17 16 15 14
13
12
11
27
1023222524
9867126234
5
W1
T1
T2 T3
T4
T5
W12B1B1B2
W3
W11
W3W2 W2
W5
W10
W8 W9
W4 W6
W7
W6
1-1-88-0-0
0-7-8
17-11-0
1-2-0
16-1-8
1-2-0
17-3-8
1-4-4
10-10-0
1-7-8
12-5-8
1-6-12
24-11-8
2-6-0
14-11-8
2-8-0
20-7-0
2-9-12
23-4-12
4-8-0
9-5-12
4-9-12
4-9-12
0-2-12
23-7-8
1-4-0
24-11-8
2-9-12
20-7-0
2-9-12
23-4-12
4-8-0
9-5-12
4-9-12
4-9-12
8-3-8
17-9-45-9-64-11-100-8-60-2-113-5-74-6-64-6-60-5-44-11-100-9-125-9-6Scale = 1:48.6
Plate Offsets (X, Y):[4:0-3-0,Edge], [6:0-3-0,Edge], [7:0-5-0,0-2-8], [8:0-8-0,0-2-8], [21:0-2-8,0-1-0]
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 0.72 Vert(LL)-0.36 18-20 >779 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.91 Vert(CT)-0.59 18-20 >476 180
TCDL 10.0 Rep Stress Incr YES WB 0.98 Horz(CT)0.03 14 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 150 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except* W3:2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-3-1 oc purlins,
except end verticals, and 2-0-0 oc purlins (4-8-15 max.): 1-4, 6-8.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
JOINTS 1 Brace at Jt(s): 1, 22, 23
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)14=523/0-5-8, (min. 0-1-8), 21=463/0-5-8, (min. 0-1-8)
Max Horiz 21=-238 (LC 17)
Max Uplift 14=-392 (LC 17), 21=-390 (LC 16)
Max Grav 14=1047 (LC 2), 21=927 (LC 2)
16FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-21=-954/410, 1-26=-842/332, 2-26=-842/332, 2-3=-842/332, 3-4=-919/391, 4-5=-880/402, 5-6=-955/413, 6-7=-912/381,7-8=-912/381, 8-9=-946/401, 9-10=-1315/505, 10-27=-994/397, 11-27=-1037/393BOT CHORD 19-20=-309/1098, 18-19=-309/1098, 17-18=-335/1158, 16-17=-282/864, 15-16=-282/864
WEBS 11-14=-984/466, 2-20=-409/259, 1-20=-463/1178, 3-20=-452/283, 11-15=-358/902, 10-17=-147/441, 10-15=-444/160,
22-23=-302/187, 22-25=-302/187, 24-25=-302/187, 9-24=-578/266, 8-24=-368/805, 7-25=-534/271
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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 12-5-8, Exterior(2E) 12-5-8 to 14-11-8, Interior (1) 14-11-8 to 17-3-8, Exterior(2R) 17-3-8 to 20-7-0, Interior (1) 20-7-0 to
24-9-12 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 andany other members.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 390 lb uplift at joint 21 and 392 lb uplift at joint 14.
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
B05 1 13621311Roof Special Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:i3ELLLjQS6wf0kFplddVs9yMs5a-o_DniCbfXkP1jh2aTHIIoCxNf044czVgt5voimyEhNq
612
5x6
3x4
4x8
2x4 4x8
2x4 5x6 4x8
5x6
5x6
3x4
4x8
5x6
12x14
3x4
NAILED
HTU26 THJA26
16
15 14 13 12 11 10 920
8
7
5 6
1 2 3 4
W1
T1
T2
T3
T4
B1 B2
W2 W1 W2 W1 W2 W1
W3 W4 W5 W4
W6 W7
1-6-12
24-11-8
2-4-0
19-3-8
3-11-3
8-0-1
4-0-15
4-0-15
4-0-15
12-1-0
4-1-4
23-4-12
4-10-8
16-11-8
0-2-12
23-7-8
1-4-0
24-11-8
2-0-8
19-1-12
3-11-3
8-0-1
3-11-3
11-11-4
4-0-15
4-0-15
4-3-0
23-4-12
5-2-0
17-1-45-11-100-8-63-6-63-6-62-5-45-11-10Scale = 1:44.5
Plate Offsets (X, Y):[4:0-3-0,0-2-0], [6:0-5-4,0-2-0], [7:0-1-4,0-3-4]
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 0.59 Vert(LL)0.07 11-12 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.46 Vert(CT)-0.11 11-12 >999 180
TCDL 10.0 Rep Stress Incr NO WB 0.70 Horz(CT)0.02 9 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 186 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-0-14 oc purlins,
except end verticals, and 2-0-0 oc purlins (3-11-15 max.): 1-4, 5-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
7-5-4 oc bracing: 11-12
7-9-2 oc bracing: 10-11.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)9=763/0-5-8, (min. 0-1-14), 16=528/0-5-8, (min. 0-1-8)
Max Horiz 16=-276 (LC 13)
Max Uplift 9=-864 (LC 13), 16=-526 (LC 8)
Max Grav 9=1591 (LC 2), 16=1073 (LC 2)
17FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-16=-1029/528, 1-2=-659/323, 2-3=-659/323, 3-4=-1285/641, 4-5=-1489/677, 5-6=-2133/1150, 6-7=-1943/1093
BOT CHORD 15-16=0/274, 14-15=-407/1082, 13-14=-407/1082, 12-13=-407/1082, 11-12=-1004/2148, 11-20=-873/1676,10-20=-873/1676WEBS1-15=-555/1133, 2-15=-253/184, 3-15=-737/377, 3-12=-300/352, 4-12=-169/369, 5-12=-1031/758, 5-11=-310/259,6-11=-231/802, 7-10=-816/1590, 7-9=-1423/843
NOTES
1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
2)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 526 lb uplift at joint 16 and 864 lb uplift at joint 9.
7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
8)Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 17-8-12 from the left end to connect truss(es) EJ06 (1 ply 2x6 SP) to
back face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down.9)Use Simpson Strong-Tie THJA26 (THJA26 on 1 ply, Left Hand Hip) or equivalent at 19-3-2 from the left end to connect truss(es) EJ05 (1 ply 2x4 SP), HJ03 (1 ply 2x4 SP) toback 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.
11)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines.
12)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 + Snow (balanced): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90
Uniform Loads (lb/ft)
Vert: 1-4=-20, 4-5=-20, 5-6=-20, 6-8=-20, 16-17=-20
Job Truss Truss Type Qty Ply
B06 1 13621311Roof Special Girder Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
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Continued on page 2
Concentrated Loads (lb)
Vert: 6=-21 (B), 10=-99 (B), 20=-179 (B)
Job Truss Truss Type Qty Ply
B06 1 13621311Roof Special Girder Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 2
ID:01KYDc1oocfBbU4me043n8yMs3t-o_DniCbfXkP1jh2aTHIIoCxPf0BAc2sgt5voimyEhNq
612
2x4
3x4
4x8
5x6
3x4
3x4
3x4
2x4
8
7 6
5
4
3
12
11
1 9 10 2
W1
T1
T2
W6
B1
W2 W1
W3 W4
W5
4-4-0
4-4-0
2-1-8
11-11-0
5-5-8
9-9-8
2-1-8
11-11-0
4-2-4
4-2-4
5-7-4
9-9-8 3-2-26-11-10Scale = 1:35.1
Plate Offsets (X, Y):[2:0-3-0,0-2-0], [8:0-2-8,0-1-0]
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 0.34 Vert(LL)-0.02 6-7 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.23 Vert(CT)-0.04 6-7 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.44 Horz(CT)0.00 5 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 91 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except* W6:2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)5=233/ Mechanical, (min. 0-1-8), 8=233/0-5-8, (min. 0-1-8)
Max Horiz 8=-195 (LC 17)
Max Uplift 5=-122 (LC 17), 8=-223 (LC 17)
Max Grav 5=465 (LC 2), 8=465 (LC 2)
19FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-8=-515/437, 11-12=-257/130, 3-12=-312/123, 3-4=-275/122, 4-5=-488/206
BOT CHORD 7-8=-91/253, 6-7=-112/253
WEBS 1-7=-386/452, 2-7=-225/255, 3-6=-286/201, 4-6=-208/459
NOTES
1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 4-4-0, Exterior(2R) 4-4-0 to 7-4-0, Interior (1) 7-4-0 to 11-9-4 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
2)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 223 lb uplift at joint 8 and 122 lb uplift at joint 5.
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
B07 1 13621311Roof Special Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
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612
5x6
7x10
5x6
5x6
7x10
5x621201918171615141312
1 11
2 103031
3 9
84
5 7
6
T1 T1
T2 T2
B1 B2
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
ST1
1-9-7
1-9-7
1-9-7
20-4-0
8-4-9
10-2-0
8-4-9
18-6-9
1-4-0
1-4-0
19-0-0
20-4-05-5-70-8-6
0-4-70-4-71-2-101-7-13-10-65-5-7Scale = 1:38.6
Plate Offsets (X, Y):[2:0-3-2,0-2-0], [10:0-3-2,0-2-0]
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 0.15 Vert(LL)n/a -n/a 999 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.14 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr NO WB 0.10 Horiz(TL)0.00 13 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 106 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.REACTIONS All bearings 17-8-0.
(lb) -Max Horiz 21=107 (LC 16)
Max Uplift All uplift 100 (lb) or less at joint(s) 14, 19 except 12=-109 (LC
13), 13=-124 (LC 17), 15=-107 (LC 17), 18=-107 (LC 16),20=-129 (LC 16), 21=-114 (LC 12)Max Grav All reactions 250 (lb) or less at joint(s) 13, 14, 15, 16, 18, 19, 20except 12=273 (LC 38), 21=273 (LC 37)
20FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-21=-182/278, 10-12=-182/279
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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Corner(3E) 0-0-0 to 3-0-0, Exterior(2N) 3-0-0 to 10-2-0, Corner(3R) 10-2-0 to 13-2-0, Exterior(2N) 13-2-0 to 20-4-0 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) 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
5)All plates are 2x4 MT20 unless otherwise indicated.
6)Gable studs spaced at 2-0-0 oc.
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 100 lb uplift at joint(s) 19, 14 except (jt=lb) 18=107, 20=129, 21=113, 15=106,
13=124, 12=109.
10)Non Standard bearing condition. Review required.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
C01 1 13621311Common Supported Gable Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
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612
5x6
2x4
3x4
5x6
5x8
5x6
5x6
5x6
2x4
10
9
8
7
1
62
11
1435
12 13
4
T1 T2
W8
W1 B1 B2
W5
W6 W7
W2
W3 W41-1-81-6-12
1-6-12
3-7-13
5-2-9
4-3-4
14-5-4
4-6-12
19-0-0
4-11-7
10-2-0
0-2-12
1-6-12
1-4-0
1-4-0
8-7-4
10-2-0
8-10-0
19-0-0
0-8-6 1-4-60-2-115-9-6Scale = 1:35.6
Plate Offsets (X, Y):[8:0-4-0,0-3-0]
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 0.27 Vert(LL)-0.13 7-8 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.70 Vert(CT)-0.25 7-8 >817 180
TCDL 10.0 Rep Stress Incr YES WB 0.44 Horz(CT)0.02 7 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 101 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except* W8:2x4 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 9-8-3 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)7=344/0-5-8, (min. 0-1-8), 9=405/0-5-8, (min. 0-1-8)
Max Horiz 9=129 (LC 13)
Max Uplift 7=-260 (LC 17), 9=-314 (LC 16)
Max Grav 7=687 (LC 2), 9=810 (LC 2)
21FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-12=-773/386, 4-12=-713/398, 4-13=-714/405, 5-13=-766/390
BOT CHORD 8-9=-365/734, 7-8=-365/747
WEBS 4-8=-140/372, 5-7=-779/398, 3-9=-833/478
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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 10-2-0, Exterior(2R) 10-2-0 to 13-2-0, Interior (1) 13-2-0 to 18-10-4 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=1.603)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 260 lb uplift at joint 7 and 314 lb uplift at joint 9.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
C02 2 13621311Common Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:1jfcgwcMVpp2npmRTlYUkQyMtKT-JofPUtb1mQHA5XTNwan3F?OJvcoBtffWeR9F9KyEhNr
612
2x4 5x6
5x6
4x8 5x6
5x6 4x8
2x4
NAILED
THJA26
18 17 16 15 14 13 12 1110
91
2 8
7563
4
T1
T2
T3
T4
B1 B2
W5
W6 W7 W8 W9 W10 W7
W12W11W1W2
W3 W4
1-6-12
1-6-12
1-10-0
26-4-0
3-0-0
18-0-0
3-0-0
21-0-0
3-6-0
24-6-0
4-3-10
5-10-6
4-3-10
10-2-0
4-10-0
15-0-0
0-2-12
1-6-12
0-6-0
25-0-0
1-4-0
1-4-0
1-4-0
26-4-0
2-1-0
20-10-4
3-7-12
24-6-0
3-7-8
18-9-4
4-3-10
5-10-6
4-3-10
10-2-0
4-11-12
15-1-125-9-60-8-63-4-63-4-62-5-05-9-6Scale = 1:46.5
Plate Offsets (X, Y):[7:0-5-4,0-2-0]
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 0.35 Vert(LL)0.02 16-17 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.15 Vert(CT)-0.03 16-17 >999 180
TCDL 10.0 Rep Stress Incr NO WB 0.30 Horz(CT)0.00 13 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 168 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except
2-0-0 oc purlins (6-0-0 max.): 5-7.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)10=89/0-3-8, (min. 0-1-8), 13=614/0-5-8, (min. 0-1-8),
18=372/0-5-8, (min. 0-1-8)Max Horiz 18=-115 (LC 13)
Max Uplift 10=-164 (LC 13), 13=-640 (LC 13), 18=-295 (LC 35)
Max Grav 10=247 (LC 30), 13=1280 (LC 2), 18=744 (LC 2)
22FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-716/276, 3-4=-555/252, 4-5=-557/252, 5-6=-326/177, 6-7=-106/403
BOT CHORD 16-17=-260/590, 15-16=-69/351, 14-15=-69/351
WEBS 5-14=-509/238, 6-14=-268/776, 6-13=-773/328, 7-13=-505/366, 2-18=-631/312, 2-17=-143/558
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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
4)Provide adequate drainage to prevent water ponding.5)All plates are 3x4 MT20 unless otherwise indicated.
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 640 lb uplift at joint 13, 295 lb uplift at joint 18 and 164 lb uplift at joint 10.
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
10)Use Simpson Strong-Tie THJA26 (THJA26 on 1 ply, Right Hand Hip) or equivalent at 20-11-10 from the left end to connect truss(es) EJ01 (1 ply 2x4 SP), HJ04 (1 ply 2x4 SP)
to front face of bottom chord.
11)Fill all nail holes where hanger is in contact with lumber.
12)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90
Uniform Loads (lb/ft)
Vert: 1-4=-20, 4-5=-20, 5-7=-20, 7-9=-20, 19-22=-20
Concentrated Loads (lb)
Vert: 7=-8, 12=-13
Job Truss Truss Type Qty Ply
C03 1 13621311Roof Special Girder Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:l2qo4PoEJ0eBqw7yFUqG9HyMr11-JofPUtb1mQHA5XTNwan3F?OIgcwmthqWeR9F9KyEhNr
612
5x6
2x4
3x4
5x6
3x4 4x8
5x6
5x6
4x8
4x8
5x6
5x6
2x4
14
13 12 11 10 9
8
1
72
15
183
16 6517
4
T1
T2
T3
T4
W10W1B1B2
W5 W6
W7 W8 W7
W9W2
W3 W41-1-81-6-12
1-6-12
2-10-0
13-0-0
3-8-0
5-2-12
4-11-4
10-2-0
6-0-0
19-0-0
6-0-0
25-0-0
0-2-12
1-6-12
0-1-0
18-10-4
1-4-0
1-4-0
5-7-8
18-9-4
5-8-10
7-3-6
5-10-6
13-1-12
6-1-12
25-0-05-9-60-8-6 1-4-60-2-114-4-64-4-61-5-05-9-6Scale = 1:46.4
Plate Offsets (X, Y):[6:0-5-8,0-2-4]
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 0.48 Vert(LL)-0.03 8-9 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.32 Vert(CT)-0.06 10-12 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.34 Horz(CT)0.01 8 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 140 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except* W10:2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 9-10.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)8=44/0-3-8, (min. 0-1-8), 9=565/0-5-8, (min. 0-1-8),
13=379/0-5-8, (min. 0-1-8)Max Horiz 13=129 (LC 13)
Max Uplift 8=-58 (LC 17), 9=-448 (LC 17), 13=-298 (LC 16)
Max Grav 8=127 (LC 38), 9=1120 (LC 2), 13=760 (LC 2)
23FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-16=-770/337, 4-16=-709/348, 4-5=-732/392, 5-17=-594/301, 6-17=-594/301, 6-18=-71/258
BOT CHORD 12-13=-293/681, 11-12=-166/497, 10-11=-166/497
WEBS 5-10=-593/347, 6-10=-376/926, 6-9=-1016/505, 7-9=-308/197, 3-13=-820/359
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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 10-2-0, Exterior(2E) 10-2-0 to 13-0-0, Interior (1) 13-0-0 to 19-0-0, Exterior(2R) 19-0-0 to 22-0-0, Interior (1) 22-0-0 to
24-10-4 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 448 lb uplift at joint 9, 58 lb uplift at joint 8 and 298 lb uplift at joint 13.
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
C04 1 13621311Roof Special Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:dyZlkKBTCZsEXBRfHqPkgYyMtJj-JofPUtb1mQHA5XTNwan3F?OGecu7tgCWeR9F9KyEhNr
612
5x6
2x4
3x4
5x6
3x4
5x6
4x8
4x12
2x4
4x8
5x6
3x4
2x4
14
13 12 1110 9
8
1
2
15
3
16 7
61754
T1
T2 T3
T4
W9
W1 B1 B2
W6 W7 W6
W8
W2
W3 W4
W5 0-8-41-1-80-10-0
11-0-0
1-6-12
1-6-12
3-7-13
5-2-9
2-0-0
19-0-0
4-11-7
10-2-0
6-0-0
17-0-0
0-2-12
1-6-12
0-11-12
11-1-12
1-4-0
1-4-0
2-1-12
19-0-0
5-8-8
16-10-4
8-7-4
10-2-05-9-60-8-6 4-4-60-2-11 4-9-65-4-65-4-60-5-05-9-6Scale = 1:47.2
Plate Offsets (X, Y):[6:0-3-0,0-2-0], [11:0-1-15,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 0.52 Vert(LL)-0.10 12-13 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.59 Vert(CT)-0.19 12-13 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.52 Horz(CT)0.02 8 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 121 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except* W9:2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)8=344/ Mechanical, (min. 0-1-8), 13=405/0-5-8, (min. 0-1-8)
Max Horiz 13=240 (LC 15)
Max Uplift 8=-292 (LC 17), 13=-312 (LC 16)
Max Grav 8=687 (LC 2), 13=810 (LC 2)
24FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-16=-801/379, 4-16=-745/391, 4-5=-727/400, 5-17=-357/260, 6-17=-357/260, 6-7=-396/258, 7-8=-753/394
BOT CHORD 12-13=-582/837, 11-12=-438/730, 10-11=-438/730, 9-10=-435/726
WEBS 5-9=-481/267, 7-9=-384/705, 3-13=-848/476, 4-12=-142/381
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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 10-2-0, Exterior(2E) 10-2-0 to 11-0-0, Interior (1) 11-0-0 to 17-0-0, Exterior(2E) 17-0-0 to 18-10-4 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=1.603)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 292 lb uplift at joint 8 and 312 lb uplift at joint 13.
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
C05 1 13621311Roof Special Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:W_Kh8WReF0VGZPXi0kHg1zyMtJO-JofPUtb1mQHA5XTNwan3F?OF1cpxtdMWeR9F9KyEhNr
612
5x6
2x4
3x4
5x6
5x6
4x8 4x8
4x8
3x4
5x6
2x4
12
11
10 9 8
7
1
2
13
3
14 6
16
4 15 5
T1
T2
T3
W8
W1 B1 B2
W5 W6 W5
W7
W2
W3 W41-1-81-6-12
1-6-12
3-8-0
15-0-0
4-2-13
5-9-9
5-6-7
11-4-0
4-0-0
19-0-0
0-2-12
1-6-12
1-4-0
1-4-0
3-4-8
14-10-4
4-1-12
19-0-0
9-11-0
11-5-12
0-8-6 4-4-60-2-116-4-6Scale = 1:36.9
Plate Offsets (X, Y):[4:0-3-0,0-2-0], [5:0-5-4,0-2-0]
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 0.32 Vert(LL)-0.18 10-11 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.76 Vert(CT)-0.37 10-11 >566 180
TCDL 10.0 Rep Stress Incr YES WB 0.42 Horz(CT)0.01 7 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 119 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except* W8:2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
8-0-8 oc bracing: 10-11.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)7=344/ Mechanical, (min. 0-1-8), 11=405/0-5-8, (min. 0-1-8)
Max Horiz 11=249 (LC 13)
Max Uplift 7=-248 (LC 17), 11=-335 (LC 16)
Max Grav 7=687 (LC 2), 11=810 (LC 2)
25FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-257/0, 3-14=-719/315, 4-14=-651/334, 4-15=-601/342, 5-15=-601/342, 5-16=-459/302, 6-16=-526/295, 6-7=-702/377
BOT CHORD 10-11=-529/851, 9-10=-268/455, 8-9=-268/455
WEBS 5-10=-167/364, 5-8=-379/218, 6-8=-280/563, 3-11=-777/415, 3-10=-243/257
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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 11-4-0, Exterior(2E) 11-4-0 to 18-10-4 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=1.603)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 248 lb uplift at joint 7 and 335 lb uplift at joint 11.
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
C06 1 13621311Hip Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:h6VrSGaYgOuiN6tp9Y_FzHyMtJD-JofPUtb1mQHA5XTNwan3F?OI4cnGtf1WeR9F9KyEhNr
612
5x6
2x4
3x4
5x6
3x4 4x8
5x6
3x4
5x6
2x4
11
10 9 8 16 17 7
6
1
2
12
3
5
13 15
14
4
T1
T2
W8
W1 B1 B2
W5 W6
W7
W2
W3 W41-1-80-7-0
13-5-8
1-6-12
1-6-12
5-2-0
6-8-12
6-1-12
12-10-8
5-6-8
19-0-0
0-2-12
1-6-12
1-4-0
1-4-0
2-0-1
19-0-0
7-8-9
16-11-15
7-8-9
9-3-5
0-8-6 4-4-60-2-11 0-8-67-1-10Scale = 1:42.9
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 0.46 Vert(LL)-0.12 7-9 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.60 Vert(CT)-0.19 7-9 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.72 Horz(CT)0.01 6 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 112 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except* W8:2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-4-13 oc purlins,except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:8-5-7 oc bracing: 9-10.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)6=344/ Mechanical, (min. 0-1-8), 10=405/0-5-8, (min. 0-1-8)
Max Horiz 10=263 (LC 13)
Max Uplift 6=-250 (LC 16), 10=-328 (LC 16)
Max Grav 6=763 (LC 3), 10=877 (LC 3)
26FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-13=-994/357, 4-13=-917/372, 4-14=-417/249, 14-15=-423/238, 5-15=-483/233, 5-6=-958/312
BOT CHORD 9-10=-486/1015, 8-9=-280/591, 8-16=-280/591, 16-17=-280/591, 7-17=-280/591
WEBS 4-9=-211/578, 4-7=-443/248, 5-7=-168/715, 3-10=-962/342, 3-9=-240/289
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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 13-2-0, Exterior(2R) 13-2-0 to 17-4-15, Interior (1) 17-4-15 to 18-10-4 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 andany other members, with BCDL = 10.0psf.6)Refer to girder(s) for truss to truss connections.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 250 lb uplift at joint 6 and 328 lb uplift at joint 10.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
C07 1 13621311Hip Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:pcnmBjkicOWsR5NJQnjI?1yMtJ0-JofPUtb1mQHA5XTNwan3F?OGtcpjtaIWeR9F9KyEhNr
612
5x6 5x6
2x4
6
5
4
1
2
3
W1
T1
B1
W2
W3
1-9-0
1-9-0
1-5-15
3-2-15
0-5-0
1-9-0
1-4-0
1-4-0
1-5-15
3-2-152-3-130-8-6 2-3-13Scale = 1:26.7
Plate Offsets (X, Y):[6:0-3-0,0-4-8]
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 0.11 Vert(LL)0.00 4-5 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.10 Vert(CT)0.00 4-5 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.07 Horz(CT)-0.01 3 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MP
BCDL 10.0 Weight: 14 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 3-2-15 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 beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)3=-3/ Mechanical, (min. 0-1-8), 4=-5/ Mechanical, (min. 0-1-8),
5=129/0-10-0, (min. 0-1-8)Max Horiz 5=71 (LC 16)
Max Uplift 3=-45 (LC 16), 4=-22 (LC 35), 5=-55 (LC 16)
Max Grav 3=11 (LC 33), 4=10 (LC 14), 5=257 (LC 2)
27FORCES (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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
2)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 45 lb uplift at joint 3, 22 lb uplift at joint 4 and 55 lb uplift at joint 5.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
CJ01 6 13621311Jack-Open Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:WBuyEyWuOFSeCbmRLC5Xw1yMvGX-kNLY7udv3Lfky?CybiLntd0tfqzF45AyLOOvmfyEhNo
612
5x6 4x8
2x4
6x8
6
5
4
1
2
3
W1
T1
B1
W4
W2
W3
1-6-12
1-6-12
1-10-3
3-4-15
0-2-12
1-6-12
1-4-0
1-4-0
1-10-3
3-4-152-4-130-8-6 2-4-13Scale = 1:26.7
Plate Offsets (X, Y):[3:0-1-4,Edge], [6:0-3-0,0-4-8]
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 0.06 Vert(LL)n/a -n/a 999 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.04 Vert(CT)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.00 3 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MP
BCDL 10.0 Weight: 18 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 3-4-15 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 beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)3=-4/ Mechanical, (min. 0-1-8), 4=12/ Mechanical, (min. 0-1-8),
5=122/0-5-8, (min. 0-1-8)Max Horiz 5=77 (LC 16)
Max Uplift 3=-72 (LC 16), 5=-54 (LC 16)
Max Grav 3=14 (LC 33), 4=24 (LC 7), 5=244 (LC 2)
28FORCES (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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior(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 plategrip DOL=1.60
3)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 72 lb uplift at joint 3 and 54 lb uplift at joint 5.
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
CJ02 2 13621311Jack-Open Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:vIVcW3HTG8gzVnXxsOL3hyyMrxp-kNLY7udv3Lfky?CybiLntd0uRq_C46LyLOOvmfyEhNo
612
5x6 2x4
2x4
6
5
4
1
2
3
W1
T1
B1
W2
1-6-12
1-6-12
1-4-3
2-10-15
0-2-12
1-6-12
1-4-0
1-4-0
1-4-3
2-10-152-1-130-8-6 2-1-13Scale = 1:26.4
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 0.09 Vert(LL)0.00 4-5 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.08 Vert(CT)0.00 4-5 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.06 Horz(CT)-0.01 3 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MP
BCDL 10.0 Weight: 11 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 2-10-15 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=-2/ Mechanical, (min. 0-1-8), 4=-4/ Mechanical, (min. 0-1-8),
5=114/0-5-8, (min. 0-1-8)
Max Horiz 5=62 (LC 16)
Max Uplift 3=-43 (LC 16), 4=-19 (LC 35), 5=-46 (LC 16)
Max Grav 3=11 (LC 33), 4=9 (LC 14), 5=227 (LC 2)
29FORCES (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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
2)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 andany 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 43 lb uplift at joint 3, 19 lb uplift at joint 4 and 46 lb uplift at joint 5.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
CJ03 1 13621311Jack-Open Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:XqmA?H0A1IXKzKVa4JZqEwyMs3u-kNLY7udv3Lfky?CybiLntd0t_qzW46HyLOOvmfyEhNo
6 12
2x4
2x4
4
3
1
2
W1
T1
B1
1-6-15
1-6-152-1-131-4-62-1-13Scale = 1:20.4
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 0.17 Vert(LL)0.00 3-4 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.10 Vert(CT)0.00 3-4 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)-0.01 2 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MR
BCDL 10.0 Weight: 7 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 1-6-15 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=14/ Mechanical, (min. 0-1-8), 3=14/ Mechanical, (min. 0-1-8),
4=28/0-5-8, (min. 0-1-8)
Max Horiz 4=54 (LC 13)
Max Uplift 2=-49 (LC 16), 3=-14 (LC 13)
Max Grav 2=41 (LC 2), 3=28 (LC 7), 4=57 (LC 2)
30FORCES (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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
2)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 andany 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 49 lb uplift at joint 2 and 14 lb uplift at joint 3.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
CJ04 1 13621311Jack-Open Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:XqmA?H0A1IXKzKVa4JZqEwyMs3u-kNLY7udv3Lfky?CybiLntd0sfqzE46GyLOOvmfyEhNo
612
5x6 2x4
2x4
6
9
5
4
1 7
2
8
3
W1
T1
B1
W2
1-6-12
1-6-12
3-4-3
4-10-15
0-2-12
1-6-12
1-4-0
1-4-0
3-4-3
4-10-153-1-130-8-6 3-1-13Scale = 1:27.2
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 0.24 Vert(LL)0.01 4-5 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.20 Vert(CT)-0.01 4-5 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.09 Horz(CT)-0.04 3 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MP
BCDL 10.0 Weight: 17 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 4-10-15 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=27/ Mechanical, (min. 0-1-8), 4=27/ Mechanical, (min. 0-1-8),
5=135/0-5-8, (min. 0-1-8)
Max Horiz 5=114 (LC 16)
Max Uplift 3=-96 (LC 16), 4=-15 (LC 16), 5=-67 (LC 16)
Max Grav 3=80 (LC 2), 4=53 (LC 7), 5=269 (LC 2)
31FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-5=-252/314
NOTES
1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 4-10-3 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.3)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 96 lb uplift at joint 3, 15 lb uplift at joint 4 and 67 lb uplift at joint 5.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
CJ05 1 13621311Jack-Open Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:XqmA?H0A1IXKzKVa4JZqEwyMs3u-kNLY7udv3Lfky?CybiLntd0rfqxj45pyLOOvmfyEhNo
612
2x4
3x4
4
3
1
5 2
W1
T1
B1
3-6-15
3-6-153-1-131-4-63-1-13Scale = 1:22.3
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 0.46 Vert(LL)0.02 3-4 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.30 Vert(CT)0.02 3-4 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)-0.04 2 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MR
BCDL 10.0 Weight: 13 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 3-6-15 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=33/ Mechanical, (min. 0-1-8), 3=34/ Mechanical, (min. 0-1-8),
4=67/0-5-8, (min. 0-1-8)
Max Horiz 4=85 (LC 13)
Max Uplift 2=-99 (LC 16), 3=-12 (LC 16), 4=-16 (LC 16)
Max Grav 2=95 (LC 2), 3=65 (LC 7), 4=135 (LC 2)
32FORCES (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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 3-6-3 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 andany 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 16 lb uplift at joint 4, 99 lb uplift at joint 2 and 12 lb uplift at joint 3.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
CJ06 1 13621311Jack-Open Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:XqmA?H0A1IXKzKVa4JZqEwyMs3u-kNLY7udv3Lfky?CybiLntd0nFqw946GyLOOvmfyEhNo
612
3x4
3x4
6x8
5x8
2x4
3x4
4x8
3x4
4x8
2x4 3x4
2x4
6x8
4x8
5x6
4x8 2x4
4x8
3x4
5x6
NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED
THJA26
NAILED NAILED NAILED
NAILED
NAILED NAILED NAILED NAILED NAILED NAILED
20
19 14
35 36 13 37 38 12 39 40
11
1
18 17 32 16 33 3415
2
3
4 24 5 25 26 6 7 27 28 8 29 30 9 31 10
T1
T2 T3
W10
B1 B5
B2
B3
B4W4
W5 W6 W5 W7
W9
W8 W10 W11 W10 W11
W1 W3W2HW1
1-6-12
1-6-12
1-8-4
5-4-0
2-1-0
3-7-12
4-2-8
22-5-4
4-2-8
18-2-12
4-3-4
9-7-4
4-5-0
14-0-4
4-4-4
26-9-8
0-2-12
1-6-12
1-4-0
1-4-0
1-8-4
5-5-12
2-2-12
3-9-8
4-1-8
9-7-4
4-2-8
22-5-4
4-4-4
18-2-12
4-4-4
26-9-8
4-3-4
13-10-8
0-8-6 3-4-60-8-03-4-6Scale = 1:47.2
Plate Offsets (X, Y):[4:0-5-4,0-2-0], [7:0-4-0,Edge], [11:Edge,0-3-8], [15:0-5-12,0-4-8], [18:0-5-8,0-2-8], [20:0-3-8,0-3-0]
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 0.39 Vert(LL)0.18 15-16 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.54 Vert(CT)-0.18 15-16 >999 180
TCDL 10.0 Rep Stress Incr NO WB 0.39 Horz(CT)0.05 11 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 355 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2 *Except* B2,B4:2x4 SP No.3
WEBS 2x4 SP No.3
WEDGE Left: 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-10.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 18-19
8-11-9 oc bracing: 15-16.
10-0-0 oc bracing: 14-15REACTIONS(lb/size)11=661/0-5-8, (min. 0-1-8), 20=693/0-5-8, (min. 0-1-8)
Max Horiz 20=154 (LC 11)
Max Uplift 11=-1023 (LC 9), 20=-1040 (LC 12)
Max Grav 11=1356 (LC 2), 20=1444 (LC 2)
33FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1768/1395, 3-4=-2136/1738, 4-24=-3128/2509, 5-24=-3128/2509, 5-25=-3128/2509, 25-26=-3128/2509,
6-26=-3128/2509, 6-7=-3825/3056, 7-27=-3825/3056, 27-28=-3825/3056, 8-28=-3825/3056, 8-29=-1565/1248,
29-30=-1565/1248, 9-30=-1565/1248, 9-31=-1565/1248, 10-31=-1565/1248, 10-11=-1209/945
BOT CHORD 3-18=-502/394, 17-18=-1369/1576, 17-32=-1642/1906, 16-32=-1642/1906, 16-33=-3178/3907, 33-34=-3179/3911,
15-34=-3182/3913, 14-35=-335/431, 35-36=-335/431, 13-36=-335/431, 13-37=-1984/2455, 37-38=-1984/2455,
12-38=-1984/2455
WEBS 3-17=-400/458, 4-16=-1089/1405, 5-16=-322/273, 6-16=-886/695, 13-15=-1687/2072, 8-15=-1266/1527, 8-13=-377/429,
8-12=-1092/888, 9-12=-317/355, 10-12=-1478/1884, 2-20=-1253/963, 2-18=-1174/1536
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.
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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
5)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 1023 lb uplift at joint 11 and 1040 lb uplift at joint 20.
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
11)Use Simpson Strong-Tie THJA26 (THJA26 on 2 ply, Right Hand Hip) or equivalent at 5-4-6 from the left end to connect truss(es) EJ02 (1 ply 2x4 SP), HJ02 (1 ply 2x4 SP) to
back face of bottom chord.
12)Fill all nail holes where hanger is in contact with lumber.
Job Truss Truss Type Qty Ply
D01 1 23621311Half Hip Girder Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:xA?Ikh_PC9DZCpwlnfqp5UyMrt1-JofPUtb1mQHA5XTNwan3F?OH2cqgtfRWeR9F9KyEhNr
Continued on page 2
13)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90
Uniform Loads (lb/ft)
Vert: 1-4=-20, 4-10=-20, 19-21=-20, 15-18=-20, 11-14=-20
Concentrated Loads (lb)
Vert: 4=-14, 7=-10, 17=-29, 16=-10, 5=-14, 24=-14, 25=-14, 26=-14, 28=-10, 29=-10, 30=-10, 31=-10, 32=-10, 33=-10, 34=-10, 35=-9, 36=-9, 37=-9, 38=-9,39=-9, 40=-57
Job Truss Truss Type Qty Ply
D01 1 23621311Half Hip Girder Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 2
ID:xA?Ikh_PC9DZCpwlnfqp5UyMrt1-JofPUtb1mQHA5XTNwan3F?OH2cqgtfRWeR9F9KyEhNr
612
6x8
4x8
3x4
4x8
2x4
3x4
4x8
3x4 6x8
2x4
2x4
4x8 3x4
4x8
5x6
5x6
17
16
15 11
10
9
1
13 1214
2
18 3
4 19 5 206 7 21 8
T1
T2 T3
W11
W1 B1 B5
B2
B3
B4
W5
W6
W7 W8
W10
W9 W11 W12
W2 W3 W4
1-6-12
1-6-12
2-1-0
3-7-12
3-8-4
7-4-0
6-3-12
20-4-0
6-8-4
14-0-4
6-5-8
26-9-8
0-2-12
1-6-12
1-4-0
1-4-0
2-2-12
3-9-8
3-8-4
7-5-12
6-5-8
26-9-8
6-4-12
13-10-8
6-5-8
20-4-0
0-8-6 4-4-60-8-04-4-6Scale = 1:47.3
Plate Offsets (X, Y):[4:0-5-4,0-2-0], [6:0-4-0,Edge], [9:Edge,0-3-8], [12:0-2-12,0-2-8], [14:0-5-8,0-2-4], [17:0-2-8,0-2-8]
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 0.61 Vert(LL)0.11 5 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.51 Vert(CT)-0.20 12-13 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.70 Horz(CT)0.05 9 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 160 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except* B2,B4:2x4 SP No.3
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-7-11 oc purlins,
except end verticals, and 2-0-0 oc purlins (3-6-3 max.): 4-8.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)9=494/0-5-8, (min. 0-1-8), 16=566/0-5-8, (min. 0-1-8)
Max Horiz 16=215 (LC 13)
Max Uplift 9=-473 (LC 13), 16=-483 (LC 16)
Max Grav 9=988 (LC 2), 16=1132 (LC 2)
35FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-18=-1325/540, 3-18=-1290/542, 3-4=-1579/639, 4-19=-2020/881, 5-19=-2020/881, 5-20=-1976/857, 6-20=-1976/857,6-7=-1976/857, 7-21=-1328/574, 8-21=-1328/574, 8-9=-1007/483BOT CHORD 3-14=-405/210, 13-14=-721/1363, 12-13=-680/1513, 5-12=-444/302
WEBS 14-16=-412/253, 3-13=-167/293, 4-12=-397/721, 10-12=-515/1140, 7-12=-381/785, 7-10=-818/471, 8-10=-663/1508,
2-16=-1060/457, 2-14=-576/1414
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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 7-4-0, Exterior(2R) 7-4-0 to 11-6-15, Interior (1) 11-6-15 to 26-7-12 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 andany other members.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 473 lb uplift at joint 9 and 483 lb uplift at joint 16.
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
D02 1 13621311Half Hip Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:JlylBHHX02iNYFbJZdFvw2yMrrM-o_DniCbfXkP1jh2aTHIIoCxPL0BOc2rgt5voimyEhNq
612
6x8
4x8
3x4
4x8
2x4
5x6
4x8
3x4 6x8
2x4
2x4
5x6
4x8
5x6
5x6
16
15
14 10
9
8
1
12 1113
2
17 3
18
4 19 5 6 21 720
T1
T2 T3
W11
W1 B1 B5
B2
B3
B4
W5
W6
W7 W8
W10
W9 W11 W12
W2 W3 W4
1-6-12
1-6-12
2-1-0
3-7-12
4-8-4
14-0-4
6-2-0
20-2-4
5-8-4
9-4-0
6-7-4
26-9-8
0-2-12
1-6-12
1-4-0
1-4-0
2-2-12
3-9-8
4-4-12
13-10-8
5-8-4
9-5-12
6-5-8
26-9-8
6-5-8
20-4-0
0-8-6 5-4-60-8-05-4-6Scale = 1:47.3
Plate Offsets (X, Y):[4:0-5-4,0-2-0], [6:0-3-0,0-3-0], [8:Edge,0-3-8], [11:0-2-12,0-2-8], [13:0-5-12,0-2-4], [16:0-2-8,0-2-8]
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 0.73 Vert(LL)0.08 5 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.43 Vert(CT)-0.14 9-10 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.70 Horz(CT)0.05 8 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 169 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except* B2,B4:2x4 SP No.3
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-5-11 oc purlins,
except end verticals, and 2-0-0 oc purlins (4-5-8 max.): 4-7.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)8=494/0-5-8, (min. 0-1-8), 15=566/0-5-8, (min. 0-1-8)
Max Horiz 15=268 (LC 13)
Max Uplift 8=-472 (LC 13), 15=-486 (LC 16)
Max Grav 8=988 (LC 2), 15=1132 (LC 2)
36FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-17=-1370/572, 3-17=-1328/574, 3-18=-1508/598, 4-18=-1438/617, 4-19=-1550/673, 5-19=-1550/673, 5-20=-1541/672,6-20=-1541/672, 6-21=-1096/459, 7-21=-1096/459, 7-8=-1014/481BOT CHORD 3-13=-404/242, 12-13=-871/1533, 11-12=-675/1448, 5-11=-350/246
WEBS 13-15=-454/300, 4-11=-240/373, 9-11=-468/974, 6-11=-303/591, 6-9=-809/466, 7-9=-574/1322, 2-15=-1050/445,
2-13=-627/1494
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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 9-4-0, Exterior(2R) 9-4-0 to 13-6-15, Interior (1) 13-6-15 to 26-7-12 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 andany other members.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 472 lb uplift at joint 8 and 486 lb uplift at joint 15.
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
D03 1 13621311Half Hip Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:ZUtG?VnVkQrpz?4ra4H9ItyMrbD-o_DniCbfXkP1jh2aTHIIoCxNT0Cdc2rgt5voimyEhNq
612
3x4
5x6 3x4
6x8
2x4
2x4
5x8
3x4
4x8
3x4 6x8
2x4
2x4
3x4
4x8
5x6
5x6
17
16
15 11
10 23
9141312
1
2
3
18
19 4
5 6 20 21 7 22 8
T1
T2
W11
W1
B1 B5
B2
B3
B4W7W8
W10
W9 W11 W12
W2
W4
W3
W6W50-7-81-1-0
2-3-12
1-2-12
1-2-12
2-8-4
12-8-4
3-10-15
6-2-11
3-9-5
10-0-0
6-3-12
19-0-0
6-5-8
25-5-8
1-2-12
1-2-12
1-2-12
2-5-8
2-4-12
12-6-8
6-5-8
25-5-8
6-5-8
19-0-0
7-8-4
10-1-121-4-66-4-60-11-110-8-06-4-6Scale = 1:44.7
Plate Offsets (X, Y):[5:0-5-4,0-2-0], [9:Edge,0-3-8], [12:0-2-12,0-2-8], [14:0-2-12,0-2-8]
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 0.73 Vert(LL)-0.12 13-14 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.68 Vert(CT)-0.26 13-14 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.76 Horz(CT)0.05 9 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 178 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except* B2,B4:2x4 SP No.3
WEBS 2x4 SP No.3 *Except* W1:2x6 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-0-14 oc purlins,
except end verticals, and 2-0-0 oc purlins (4-6-0 max.): 5-8.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 8-9
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)9=502/0-5-8, (min. 0-1-8), 17=502/0-5-8, (min. 0-1-8)
Max Horiz 17=318 (LC 13)
Max Uplift 9=-474 (LC 13), 17=-429 (LC 16)
Max Grav 9=1099 (LC 3), 17=1068 (LC 3)
37FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-750/254, 2-3=-1756/609, 3-18=-1981/730, 18-19=-1940/734, 4-19=-1901/742, 4-5=-1676/617, 5-6=-1527/613,6-20=-1528/616, 20-21=-1528/616, 7-21=-1528/616, 7-22=-1127/440, 8-22=-1127/440, 8-9=-1192/481, 1-17=-756/267BOT CHORD 16-17=-553/713, 14-15=-82/257, 3-14=-441/248, 13-14=-863/1850, 12-13=-679/1617, 6-12=-313/223, 10-11=-47/258
WEBS 5-13=-132/515, 10-12=-415/914, 7-12=-283/619, 7-10=-873/470, 8-10=-531/1467, 2-16=-1036/443, 14-16=-518/713,
2-14=-557/1604, 4-13=-330/253
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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior(2E) 0-2-12 to 3-2-12, Interior (1) 3-2-12 to 10-0-0, Exterior(2R) 10-0-0 to 14-2-15, Interior (1) 14-2-15 to 25-3-12 zone; cantilever left and right exposed ; end vertical left
and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 andany other members, with BCDL = 10.0psf.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 474 lb uplift at joint 9 and 429 lb uplift at joint 17.
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
D04 1 13621311Half Hip Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:S8pmpYGemDLMEvzUHP_?nqyMrZI-o_DniCbfXkP1jh2aTHIIoCxNT08jc1vgt5voimyEhNq
612
5x6
5x6
5x6
3x4
4x8
4x8
3x4
2x4
4x8
5x6
5x6
11
10 9 8 16 7 17
6
1
12
2
13
3 14 4 15 5
T1
T2
W8
W1
B1 B2
W3 W4
W5 W6 W5 W7
W2
5-10-4
12-0-0
6-1-12
6-1-12
6-8-12
18-8-12
6-8-12
25-5-8
6-0-0
12-1-12
6-1-12
6-1-12
6-7-0
18-8-12
6-8-12
25-5-81-4-67-4-67-4-6Scale = 1:44.8
Plate Offsets (X, Y):[3:0-5-4,0-2-0]
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 0.74 Vert(LL)-0.07 7-8 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.54 Vert(CT)-0.13 7-8 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.85 Horz(CT)0.03 6 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 167 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except* W8:2x6 SP No.2, W1:2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins,
except end verticals, and 2-0-0 oc purlins (5-2-2 max.): 3-5.
BOT CHORD Rigid ceiling directly applied or 6-8-11 oc bracing.
WEBS 1 Row at midpt 3-7
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)6=502/0-5-8, (min. 0-1-8), 11=502/0-5-8, (min. 0-1-8)
Max Horiz 11=371 (LC 13)
Max Uplift 6=-470 (LC 13), 11=-430 (LC 16)
Max Grav 6=1132 (LC 3), 11=1089 (LC 3)
38FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-12=-1773/572, 2-12=-1706/584, 2-13=-1461/508, 3-13=-1389/527, 3-14=-1054/437, 4-14=-1054/437, 4-15=-1054/437,5-15=-1054/437, 5-6=-1224/482, 1-11=-1198/443BOT CHORD 10-11=-558/495, 9-10=-778/1712, 8-9=-778/1712, 8-16=-589/1363, 7-16=-589/1363
WEBS 2-8=-436/270, 3-8=-117/503, 3-7=-403/207, 4-7=-493/337, 5-7=-496/1423, 1-10=-391/1390
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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 12-0-0, Exterior(2R) 12-0-0 to 16-2-15, Interior (1) 16-2-15 to 25-2-12 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 470 lb uplift at joint 6 and 430 lb uplift at joint 11.
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
D05 1 13621311Half Hip Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:jmY9gJpxdYTBaam4nIH0zpyMrXI-o_DniCbfXkP1jh2aTHIIoCxNJ0Avc?Ugt5voimyEhNq
612
5x6
5x6
5x6
3x4
4x8
5x6
4x8
3x4
5x8
5x6
3x4
2x4
17 18
12
11 10 9 8
7
1
13
2
14
63154165
T1
T2 T3
W1
W8
B1 B2
W3 W4
W5 W6 W6 W5W7
W2 0-6-05-4-0
19-4-0
5-4-0
24-8-0
6-10-4
14-0-0
7-1-12
7-1-12
0-9-8
25-5-8
0-11-4
25-5-8
7-0-0
14-1-12
7-1-12
7-1-12
10-4-8
24-6-41-4-67-11-108-4-6Scale = 1:51.2
Plate Offsets (X, Y):[3:0-3-0,0-2-0], [5:0-3-0,0-2-0], [8:0-1-8,0-3-4]
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 0.58 Vert(LL)-0.32 8-9 >906 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.86 Vert(CT)-0.50 8-9 >582 180
TCDL 10.0 Rep Stress Incr YES WB 0.53 Horz(CT)0.02 8 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 182 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except* B2:2x4 SP No.1
WEBS 2x4 SP No.3 *Except* W1,W8:2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins,
except end verticals, and 2-0-0 oc purlins (5-9-8 max.): 3-5.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 2-9, 4-8
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)7=-305/0-5-8, (min. 0-1-8), 8=834/0-5-8, (min. 0-1-8),
12=477/0-5-8, (min. 0-1-8)Max Horiz 12=332 (LC 16)
Max Uplift 7=-753 (LC 24), 8=-422 (LC 16), 12=-383 (LC 16)
Max Grav 7=-9 (LC 13), 8=1890 (LC 3), 12=1029 (LC 3)
39FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-13=-1609/496, 2-13=-1540/511, 2-14=-1137/368, 3-14=-1049/391, 3-15=-962/415, 4-15=-962/415, 1-12=-1072/401
BOT CHORD 11-12=-424/324, 10-11=-716/1454, 9-10=-716/1454, 9-17=-260/594, 17-18=-260/594, 8-18=-260/594
WEBS 2-9=-598/372, 4-9=-268/672, 4-8=-1126/489, 5-8=-286/186, 1-11=-296/1174
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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 14-0-0, Exterior(2R) 14-0-0 to 18-2-15, Interior (1) 18-2-15 to 24-8-0, Exterior(2E) 24-8-0 to 25-3-12 zone; cantilever left and
right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 383 lb uplift at joint 12, 422 lb uplift at joint 8 and 753 lb uplift at joint 7.
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
D06 1 13621311Hip Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:dKAeT3kkevzscmGby6dmnryMrTW-o_DniCbfXkP1jh2aTHIIoCxPq05vc4Vgt5voimyEhNq
612
5x6
5x6
5x6
3x4
4x8
4x8
4x8
3x4 4x8
5x6
5x6
5x6
12
11 10 9 20 8 21
7
1
13
2
63
14 19
18
4 15 16 17 5
T2
T1
T3
T4
W1
W8
B1 B2
W3 W4
W5 W6 W5
W7
W2
6-8-0
22-8-0
7-10-4
16-0-0
8-1-12
8-1-12
5-8-0
28-4-0
5-9-12
28-4-0
6-4-8
22-6-4
8-0-0
16-1-12
8-1-12
8-1-121-4-66-6-69-4-6Scale = 1:49.2
Plate Offsets (X, Y):[1:Edge,0-2-4], [3:0-4-0,Edge], [4:0-5-4,0-2-0], [5:0-3-0,0-2-0], [7:Edge,0-3-8]
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 0.84 Vert(LL)-0.10 11-12 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.70 Vert(CT)-0.21 11-12 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.53 Horz(CT)0.03 7 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 185 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except* W1,W8:2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied, except end verticals,
and 2-0-0 oc purlins (5-2-10 max.): 4-5.
BOT CHORD Rigid ceiling directly applied or 6-7-8 oc bracing.
WEBS 1 Row at midpt 2-9, 4-8, 5-8, 6-7
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)7=561/0-5-8, (min. 0-1-8), 12=561/0-5-8, (min. 0-1-8)
Max Horiz 12=375 (LC 13)
Max Uplift 7=-398 (LC 17), 12=-463 (LC 16)
Max Grav 7=1258 (LC 3), 12=1213 (LC 3)
40FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-13=-2031/623, 2-13=-1952/642, 2-3=-1439/498, 3-14=-1359/509, 4-14=-1341/525, 4-15=-856/435, 15-16=-856/435,16-17=-856/435, 5-17=-856/435, 5-18=-927/424, 18-19=-934/414, 6-19=-994/406, 1-12=-1310/483, 6-7=-1382/495BOT CHORD 11-12=-529/528, 10-11=-793/1909, 9-10=-793/1909, 9-20=-524/1293, 8-20=-524/1293
WEBS 2-9=-745/425, 4-9=-186/696, 4-8=-709/308, 6-8=-389/1158, 1-11=-369/1488
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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 16-0-0, Exterior(2R) 16-0-0 to 20-2-15, Interior (1) 20-2-15 to 22-8-0, Exterior(2R) 22-8-0 to 26-10-15, Interior (1) 26-10-15 to
28-2-4 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 463 lb uplift at joint 12 and 398 lb uplift at joint 7.
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
D07 1 13621311Hip Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:lqSYCWvuaub0gml5DLMpobyMrTJ-o_DniCbfXkP1jh2aTHIIoCxLm08Qc4Vgt5voimyEhNq
612
3x4
5x6
5x6
4x8
3x4
3x4
4x8
5x6
4x8
4x8
3x4
4x8
5x6
13
12 11 19 10 9 20
8
18
1
14
2
3
7
4
15 17
5 16 6
T2
T1
T3
T4
W1
W9
B1 B2
W3
W4 W5
W6 W7 W6
W8
W2
2-8-0
20-8-0
5-10-13
12-1-3
5-10-13
18-0-0
6-2-5
6-2-5
7-8-0
28-4-0
2-4-8
20-6-4
7-9-12
28-4-0
9-0-0
18-1-12
9-1-12
9-1-121-4-66-6-610-4-6Scale = 1:49.5
Plate Offsets (X, Y):[3:0-4-0,Edge], [5:0-3-0,0-2-0], [6:0-5-8,0-2-0]
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 0.79 Vert(LL)-0.23 10-12 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.70 Vert(CT)-0.37 10-12 >897 180
TCDL 10.0 Rep Stress Incr YES WB 0.65 Horz(CT)0.04 8 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 205 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.1 *Except* B2:2x4 SP No.2
WEBS 2x4 SP No.3 *Except* W1:2x4 SP No.2, W9:2x6 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins,
except end verticals, and 2-0-0 oc purlins (5-5-6 max.): 5-6.
BOT CHORD Rigid ceiling directly applied or 7-0-3 oc bracing.
WEBS 1 Row at midpt 4-10, 6-9, 2-13
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)8=559/0-5-8, (min. 0-1-8), 13=559/0-5-8, (min. 0-1-8)
Max Horiz 13=393 (LC 13)
Max Uplift 8=-403 (LC 16), 13=-454 (LC 16)
Max Grav 8=1259 (LC 3), 13=1223 (LC 3)
41FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-14=-345/145, 2-14=-278/157, 2-3=-1937/627, 3-4=-1816/647, 4-15=-1223/480, 5-15=-1148/500, 5-16=-1049/493,6-16=-1049/493, 6-17=-1007/445, 7-17=-1093/429, 1-13=-307/180, 7-8=-1333/503BOT CHORD 12-13=-803/1879, 12-18=-656/1587, 11-18=-656/1587, 11-19=-656/1587, 10-19=-656/1587, 9-10=-391/950
WEBS 4-12=-147/539, 4-10=-773/434, 5-10=-110/297, 6-10=-264/577, 6-9=-517/262, 7-9=-351/1067, 2-13=-1802/522
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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 18-0-0, Exterior(2E) 18-0-0 to 20-8-0, Exterior(2R) 20-8-0 to 24-10-15, Interior (1) 24-10-15 to 28-1-4 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 454 lb uplift at joint 13 and 403 lb uplift at joint 8.
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
D08 1 13621311Hip Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:hU5kB07p5k?JShilqqCG4byMrT0-o_DniCbfXkP1jh2aTHIIoCxMX08Qc2dgt5voimyEhNq
612
3x4
5x6
5x6
4x8
3x4 4x8
3x4
5x6
4x8
3x4
6x8
2x4
12
11 10 18 9 19 20
8
17
1
13
2
3
7
4 616
1514
5
T2
T1
T3
W1
W8
B1 B2
W6
W5W5W4
W3W2
W7
6-4-3
12-11-13
6-4-3
25-8-3
6-4-3
19-4-0
6-7-11
6-7-11
2-7-13
28-4-0
9-0-0
28-4-0
9-6-4
19-4-0
9-9-12
9-9-121-4-66-6-611-0-6Scale = 1:52
Plate Offsets (X, Y):[3:0-4-0,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)-0.22 8-9 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.75 Vert(CT)-0.37 11-12 >905 180
TCDL 10.0 Rep Stress Incr YES WB 0.56 Horz(CT)0.04 8 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 186 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.1
WEBS 2x4 SP No.3 *Except* W1,W8:2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-11-14 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-10-12 oc bracing.
WEBS 1 Row at midpt 4-9, 2-12, 6-8
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)8=561/0-5-8, (min. 0-1-8), 12=561/0-5-8, (min. 0-1-8)
Max Horiz 12=403 (LC 13)
Max Uplift 8=-409 (LC 16), 12=-450 (LC 16)
Max Grav 8=1278 (LC 3), 12=1234 (LC 3)
42FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-13=-390/158, 2-13=-323/171, 2-3=-1926/619, 3-4=-1796/641, 4-14=-1155/490, 5-14=-1078/502, 5-15=-1076/481,15-16=-1140/470, 6-16=-1151/457, 1-12=-337/194BOT CHORD 11-12=-823/1891, 11-17=-642/1543, 10-17=-642/1543, 10-18=-642/1543, 9-18=-642/1543, 9-19=-293/567,19-20=-293/567, 8-20=-293/567
WEBS 5-9=-193/577, 6-9=-173/695, 4-9=-821/470, 4-11=-172/593, 2-11=-195/281, 2-12=-1764/520, 6-8=-1475/614
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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 19-4-0, Exterior(2R) 19-4-0 to 22-4-0, Interior (1) 22-4-0 to 28-2-4 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 andany other members, with BCDL = 10.0psf.6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 450 lb uplift at joint 12 and 409 lb uplift at joint 8.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
D09 1 13621311Common Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:aLSyId?z8s355lDa2yU9_nyMrRu-o_DniCbfXkP1jh2aTHIIoCxRh07dc40gt5voimyEhNq
612
5x8
5x6 6x8
3x4
7x10
3x4
4x8
5x6
5x6
6x8
5x6
5x6
7x10 5x6
3x4
8x10
6x8
5x6
HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26
18
19 17 20 1621 22 15 23 14 24 25 26 13 27 1228 29 1130 31
10
1
2
3 4
9
5
86
7
T2
T1
T3
W1
W13
B2 B3B1
W12
W2
W11
W10 W9W10
W3 W4
W5 W6
W7 W8
W9
2-9-14
14-6-15
3-9-14
7-11-4
3-9-14
11-9-1
4-1-6
4-1-6
4-9-1
19-4-0
4-9-2
24-1-2
4-2-14
28-4-0
0-2-12
0-2-12
2-9-14
14-6-15
3-9-14
11-9-1
3-9-14
7-11-4
3-10-10
4-1-6
4-2-14
28-4-0
4-9-1
19-4-0
4-9-2
24-1-21-4-66-6-611-0-6Scale = 1:55.8
Plate Offsets (X, Y):[4:0-4-0,Edge], [10:0-4-8,0-2-8], [11:0-3-8,0-4-0], [13:0-5-0,0-4-12], [14:0-3-8,0-3-12], [16:0-5-0,0-4-8], [17:0-3-4,0-3-4]
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 0.40 Vert(LL)-0.17 15-16 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.97 Vert(CT)-0.30 15-16 >999 180
TCDL 10.0 Rep Stress Incr NO WB 0.80 Horz(CT)0.06 10 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 773 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3 *Except* W12,W2:2x4 SP No.2, W1,W13:2x6 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-11-14 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)10=4256/0-5-8, (min. 0-3-13), 18=4145/0-5-8, (min. 0-1-8)
Max Horiz 18=368 (LC 12)
Max Uplift 10=-3381 (LC 12), 18=-3300 (LC 12)
Max Grav 10=9773 (LC 3), 18=9432 (LC 3)
43FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-12579/4376, 2-3=-12920/4516, 3-4=-11276/3957, 4-5=-11223/3969, 5-6=-9723/3463, 6-7=-6663/2406,7-8=-6647/2429, 8-9=-4958/1744, 1-18=-8631/3036, 9-10=-9049/3159BOT CHORD 18-19=-691/888, 17-19=-691/888, 17-20=-4220/11186, 16-20=-4220/11186, 16-21=-4266/11571, 21-22=-4266/11571,15-22=-4266/11571, 15-23=-3656/10038, 14-23=-3656/10038, 14-24=-3135/8689, 24-25=-3135/8689, 25-26=-3135/8689,
13-26=-3135/8689, 13-27=-1521/4384, 12-27=-1521/4384, 12-28=-1521/4384, 28-29=-1521/4384, 11-29=-1521/4384
WEBS 9-11=-2774/7996, 1-17=-3664/10692, 7-13=-1997/5649, 8-13=-1106/3088, 8-11=-3595/1344, 6-13=-5567/2127,
2-17=-741/238, 2-16=-117/684, 3-16=-845/2493, 3-15=-2513/995, 5-15=-1380/3852, 5-14=-3548/1370, 6-14=-2125/5989
NOTES
1)3-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 0-4-0 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 todistribute 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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
5)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 andany other members, with BCDL = 10.0psf.8)Bearing at joint(s) 18 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 3381 lb uplift at joint 10 and 3300 lb uplift at joint 18.
10)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 2-4-12 from the left end to 26-4-12 to
connect truss(es) A07 (1 ply 2x4 SP), A06 (1 ply 2x4 SP), A05 (1 ply 2x4 SP), A04 (1 ply 2x4 SP), A03 (1 ply 2x6 SP), A03X (1 ply 2x6 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 + Snow (balanced): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90
Uniform Loads (lb/ft)
Job Truss Truss Type Qty Ply
D10 1 33621311Common Girder Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:6QQ?f5B?Nm4q0CRf_Jnve9yMrRe-JofPUtb1mQHA5XTNwan3F?OHvcjutZyWeR9F9KyEhNr
Continued on page 2
Vert: 1-7=-20, 7-9=-20, 10-18=-20
Concentrated Loads (lb)
Vert: 17=-565 (F), 14=-560 (F), 19=-560 (F), 20=-560 (F), 21=-560 (F), 22=-560 (F), 23=-560 (F), 24=-560 (F), 26=-560 (F), 27=-560 (F), 29=-560 (F), 30=-560(F), 31=-560 (F)
Job Truss Truss Type Qty Ply
D10 1 33621311Common Girder Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 2
ID:6QQ?f5B?Nm4q0CRf_Jnve9yMrRe-JofPUtb1mQHA5XTNwan3F?OHvcjutZyWeR9F9KyEhNr
612
5x6 4x12
3x4
5x6
2x4
2x4
2x4
2x4
2x4
5x6
3x4
4x12 5x6
NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED
NAILED
NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED
THJA26 NAILED NAILED NAILED NAILED NAILED NAILED NAILED
NAILED
NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED THJA26
24 23 44 45 2246 4721 4820 49 50 51 19 52 53 18 54 1755 5616 57 58 15 14
131
122
1142433313243353463536377838939404110
T1
T2 T4T3
T1
B1 B1B2
W3 W4 W3 W4 W3 W4 W3 W4 W3 W4 W3 W4 W3
W1W2W1W2
1-9-0
1-9-0
1-9-0
43-0-0
3-7-0
5-4-0
3-7-0
41-3-0
5-4-1
16-1-15
5-4-1
21-6-0
5-4-1
26-10-1
5-4-1
32-2-3
5-5-13
37-8-0
5-5-13
10-9-13
0-5-0
1-9-0
0-5-0
41-8-0
1-4-0
43-0-0
1-4-0
1-4-0
3-8-12
41-3-0
3-8-12
5-5-12
5-4-1
16-1-15
5-4-1
21-6-0
5-4-1
37-6-4
5-4-1
10-9-13
5-4-1
26-10-1
5-4-1
32-2-3
0-8-63-4-6Scale = 1:69.8
Plate Offsets (X, Y):[3:0-3-0,0-2-0], [5:0-4-0,Edge], [8:0-4-0,Edge], [11:0-3-0,0-2-0]
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 0.68 Vert(LL)0.62 19 >766 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.60 Vert(CT)-0.54 19 >886 180
TCDL 10.0 Rep Stress Incr NO WB 0.46 Horz(CT)-0.10 14 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 515 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except
2-0-0 oc purlins (4-11-8 max.): 3-11.
BOT CHORD Rigid ceiling directly applied or 6-4-2 oc bracing.REACTIONS (lb/size)14=1007/0-3-8, (min. 0-1-8), 24=1007/0-3-8, (min. 0-1-8)
Max Horiz 24=60 (LC 35)
Max Uplift 14=-1853 (LC 8), 24=-1856 (LC 9)
Max Grav 14=2097 (LC 2), 24=2099 (LC 2)
45FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2497/2414, 3-31=-2226/2222, 31-32=-2226/2222, 4-32=-2226/2222, 4-33=-5936/5845, 5-33=-5936/5845,5-34=-5936/5845, 6-34=-5936/5845, 6-35=-5936/5845, 35-36=-5936/5845, 36-37=-5936/5845, 7-37=-5936/5845,7-8=-5925/5825, 8-38=-5925/5825, 9-38=-5925/5825, 9-39=-5925/5825, 39-40=-5925/5825, 40-41=-5925/5825,10-41=-5925/5825, 10-42=-2224/2217, 42-43=-2224/2217, 11-43=-2224/2217, 11-12=-2495/2409
BOT CHORD 23-44=-4488/4594, 44-45=-4488/4594, 22-45=-4488/4594, 22-46=-4488/4594, 46-47=-4488/4594, 21-47=-4488/4594,
21-48=-4488/4594, 20-48=-4488/4594, 20-49=-6315/6455, 49-50=-6315/6455, 50-51=-6315/6455, 19-51=-6315/6455,
19-52=-6315/6455, 52-53=-6315/6455, 18-53=-6315/6455, 18-54=-4450/4589, 17-54=-4450/4589, 17-55=-4450/4589,
55-56=-4450/4589, 16-56=-4450/4589, 16-57=-4450/4589, 57-58=-4450/4589, 15-58=-4450/4589
WEBS 3-23=-823/831, 4-23=-2723/2665, 4-22=-127/276, 4-20=-1523/1544, 6-20=-370/388, 7-20=-601/604, 7-19=-139/293,
7-18=-613/626, 9-18=-363/368, 10-18=-1511/1538, 10-16=-127/278, 10-15=-2720/2659, 11-15=-822/830,
12-14=-1897/1693, 12-15=-2085/2193, 2-24=-1898/1697, 2-23=-2088/2196
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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
5)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
6)Provide adequate drainage to prevent water ponding.
7)All plates are 4x8 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 1853 lb uplift at joint 14 and 1856 lb uplift at joint 24.
11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
Job Truss Truss Type Qty Ply
E01 1 23621311Hip Girder Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:Ew401pF80_8_1zx9PWhquuyMvFa-o_DniCbfXkP1jh2aTHIIoCxOF09zc5agt5voimyEhNq
Continued on page 2
12)Use Simpson Strong-Tie THJA26 (THJA26 on 2 ply, Right Hand Hip) or equivalent at 5-4-6 from the left end to connect truss(es) EJ01 (1 ply 2x4 SP), HJ01 (1 ply 2x4 SP) toback face of bottom chord.
13)Use Simpson Strong-Tie THJA26 (THJA26 on 2 ply, Left Hand Hip) or equivalent at 37-7-10 from the left end to connect truss(es) EJ01 (1 ply 2x4 SP), HJ01 (1 ply 2x4 SP) to
back face of bottom chord.
14)Fill all nail holes where hanger is in contact with lumber.
15)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90
Uniform Loads (lb/ft)
Vert: 1-3=-20, 3-11=-20, 11-13=-20, 25-28=-20
Concentrated Loads (lb)
Vert: 3=-8, 5=-8, 11=-8, 23=-13, 19=-8, 7=-8, 8=-8, 15=-13, 31=-8, 32=-8, 33=-8, 34=-8, 35=-8, 36=-8, 37=-8, 38=-8, 39=-8, 40=-8, 41=-8, 42=-8, 43=-8, 44=-8,
45=-8, 46=-8, 47=-8, 48=-8, 49=-8, 50=-8, 51=-8, 52=-8, 53=-8, 54=-8, 55=-8, 56=-8, 57=-8, 58=-8
Job Truss Truss Type Qty Ply
E01 1 23621311Hip Girder Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 2
ID:Ew401pF80_8_1zx9PWhquuyMvFa-o_DniCbfXkP1jh2aTHIIoCxOF09zc5agt5voimyEhNq
612
4x12 6x8 5x8
6x8
2x4
5x8
5x8
6x8 4x12
333219 18 341716 15 141335 12 36 1137
101312692
3027
4 5 6 7 2928 83
T1
T2 T3
T1
B1 B1B2
W3 W3
W1W2W1W2
W5W4 W6 W5 W6 W5 W4
HW1 HW1
1-9-01-9-0 1-9-043-0-05-7-07-4-0 5-7-041-3-07-0-228-6-27-0-221-6-07-1-1414-5-14 7-1-1435-8-0
0-5-0
1-9-0
0-5-0
41-8-0
1-4-0
43-0-0
1-4-0
1-4-0
5-5-4
41-3-0
5-5-4
7-2-4
7-0-2
28-6-2
7-0-2
21-6-0
7-3-10
35-9-12
7-3-10
14-5-14
0-8-64-4-6Scale = 1:69.8
Plate Offsets (X, Y):[3:0-3-0,0-2-7], [5:0-4-0,Edge], [8:0-3-0,0-2-7]
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 0.72 Vert(LL)0.51 14-15 >937 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.68 Vert(CT)-0.48 15 >994 180
TCDL 10.0 Rep Stress Incr YES WB 0.88 Horz(CT)-0.11 11 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 283 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2 *Except* T2,T3:2x6 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
WEDGE Left: 2x4 SP No.3
Right: 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins,
except
2-0-0 oc purlins (3-6-1 max.): 3-8.
BOT CHORD Rigid ceiling directly applied or 3-1-2 oc bracing.
WEBS 1 Row at midpt 9-12, 2-18, 4-18, 7-12
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)11=860/0-3-8, (min. 0-2-0), 19=860/0-3-8, (min. 0-2-0)
Max Horiz 19=-81 (LC 17)
Max Uplift 11=-1143 (LC 12), 19=-1143 (LC 13)
Max Grav 11=1720 (LC 2), 19=1720 (LC 2)
47FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-27=-2217/2927, 3-27=-2137/2939, 3-28=-1914/2678, 4-28=-1917/2677, 4-5=-3533/4754, 5-6=-3533/4754,6-7=-4018/5341, 7-29=-1916/2677, 8-29=-1914/2677, 8-30=-2136/2938, 9-30=-2217/2927
BOT CHORD 18-34=-4581/3533, 17-34=-4581/3533, 16-17=-4581/3533, 15-16=-5176/4018, 14-15=-4589/3533, 13-14=-4589/3533,
13-35=-4589/3533, 12-35=-4589/3533
WEBS 3-18=-1109/664, 8-12=-1108/664, 9-11=-1582/1930, 9-12=-2375/1790, 2-19=-1583/1930, 2-18=-2375/1791,
4-16=-860/494, 4-18=-1887/2369, 6-16=-580/747, 7-15=-747/580, 7-14=-522/288, 7-12=-1888/2369
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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior(2E) 0-0-0 to 4-3-10, Interior (1) 4-3-10 to 7-4-0, Exterior(2R) 7-4-0 to 13-5-0, Interior (1) 13-5-0 to 35-8-0, Exterior(2R) 35-8-0 to 41-9-0, Interior (1) 41-9-0 to 43-0-0zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60
3)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
4)Provide adequate drainage to prevent water ponding.
5)All plates are 5x6 MT20 unless otherwise indicated.
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 1143 lb uplift at joint 11 and 1143 lb uplift at joint 19.
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
E02 1 13621311Hip Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:?QSl1?8?ZJM1Kf4ZtbPobOyMv8_-GBnAvYcHI1XtLrdm1?pYKQTYMQUyLSHp6kfMEDyEhNp
612
5x6
2x4
7x10
6x8
4x8
5x6 4x8
2x4
4x8
6x8
5x6
5x6
4x8
5x6
5x6 5x6
4x8
6x8
7x10
2x4
5x621323320191817161514343513
121
112
31282930103
5 6 7 8 94
T1
T2 T3
T1
B1 B1B2
W4 W5 W4
W3 W2
W1W1
W2 W3
W5 W6 W7 W6 W7 W6
1-9-01-9-0 1-9-043-0-02-11-134-8-13 2-11-1341-3-04-7-338-3-34-7-39-4-0 6-1-021-6-0 6-1-027-7-0 6-1-033-8-06-1-015-5-0
0-5-0
1-9-0
0-5-0
41-8-0
1-4-0
43-0-0
1-4-0
1-4-0
6-1-0
21-6-0
6-1-0
27-7-0
6-2-12
15-5-0
6-2-12
33-9-12
7-5-4
41-3-0
7-5-4
9-2-4
0-8-65-4-6Scale = 1:69.9
Plate Offsets (X, Y):[4:0-3-0,0-2-7], [6:0-4-0,Edge], [9:0-3-0,0-2-7], [13:0-3-8,0-4-12], [16:0-2-4,0-2-0], [21:0-3-8,0-4-12]
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 0.64 Vert(LL)0.34 15-17 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.53 Vert(CT)-0.31 17 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.73 Horz(CT)-0.10 13 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 294 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2 *Except* T2,T3:2x6 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-7-4 oc purlins,
except
2-0-0 oc purlins (4-0-4 max.): 4-9.
BOT CHORD Rigid ceiling directly applied or 3-6-11 oc bracing.
WEBS 1 Row at midpt 8-14, 5-20
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)13=860/0-3-8, (min. 0-2-0), 21=860/0-3-8, (min. 0-2-0)
Max Horiz 21=-104 (LC 17)
Max Uplift 13=-1095 (LC 12), 21=-1095 (LC 13)
Max Grav 13=1720 (LC 2), 21=1720 (LC 2)
48FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-129/252, 2-28=-142/302, 28-29=-119/310, 3-29=-119/312, 3-4=-2235/3029, 4-5=-1927/2716, 5-6=-3192/4325,
6-7=-3192/4325, 7-8=-2896/3965, 8-9=-1927/2716, 9-10=-2236/3030, 10-30=-119/311, 30-31=-119/310, 11-31=-142/301,
11-12=-129/251
BOT CHORD 21-32=-2032/1585, 32-33=-2032/1585, 20-33=-2032/1585, 19-20=-3751/2896, 18-19=-3751/2896, 17-18=-3751/2896,16-17=-4120/3192, 15-16=-4120/3192, 14-15=-3759/2896, 14-34=-2024/1586, 34-35=-2024/1586, 13-35=-2024/1586WEBS4-20=-1178/683, 8-14=-1285/1592, 9-14=-1179/683, 10-14=-624/487, 10-13=-2048/2467, 3-21=-2047/2466,3-20=-624/487, 5-20=-1286/1591, 5-19=-436/236, 5-17=-522/422, 7-15=-422/521, 8-15=-730/419
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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-0-0 to 4-3-10, Interior (1) 4-3-10 to 9-4-0, Exterior(2R) 9-4-0 to 15-5-0, Interior (1) 15-5-0 to 33-8-0, Exterior(2R) 33-8-0 to 39-9-0, Interior (1) 39-9-0 to 43-0-0
zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.4)Provide adequate drainage to prevent water ponding.
5)All plates are 5x6 MT20 unless otherwise indicated.
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 andany other members.8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1095 lb uplift at joint 13 and 1095 lb uplift at joint 21.
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
E03 1 13621311Hip Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:0ag9aVnJY5VkeZUir9rh63yMv5s-GBnAvYcHI1XtLrdm1?pYKQTadQWJLUcp6kfMEDyEhNp
612
5x6
2x4
7x10
5x6
5x6
5x6
4x8 5x6
3x4 5x6
4x8
4x8
5x6
5x6
6x8
7x10
3x4
3017282916 15 14 32 131233 34 11 3536
10
31
1
92
21 22 273268
7423524625
T1
T2 T3
T4
W9B1B3B2
W4 W4
W7 W8
W1
W2 W3
W6W5 W5 W6 W5
1-9-0
1-9-0
3-9-14
5-6-14
4-8-4
36-8-4
4-11-12
41-8-0
5-5-2
11-0-0
6-11-7
32-0-0
6-11-7
17-11-7
7-1-3
25-0-9
0-5-0
1-9-0
1-4-0
1-4-0
7-1-3
32-1-12
7-1-3
17-11-7
7-1-3
25-0-9
9-1-4
10-10-4
9-6-4
41-8-0
0-8-6 1-4-66-2-6Scale = 1:69.6
Plate Offsets (X, Y):[4:0-3-12,0-2-12], [6:0-3-0,0-3-0], [7:0-3-12,0-2-12], [10:Edge,0-4-12], [12:0-3-7,0-2-0], [17:0-3-8,0-4-12]
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)0.34 13-14 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.57 Vert(CT)-0.34 13-14 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.78 Horz(CT)0.09 10 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 269 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2 *Except* T2,T3:2x4 SP No.1
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3 *Except* W9:2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-0-13 oc purlins,
except end verticals, and 2-0-0 oc purlins (2-9-11 max.): 4-7.
BOT CHORD Rigid ceiling directly applied or 3-9-7 oc bracing.
WEBS 1 Row at midpt 8-10, 3-17, 4-14, 5-13, 7-13
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)10=794/0-3-8, (min. 0-2-1), 17=867/0-3-8, (min. 0-2-4)
Max Horiz 17=129 (LC 15)
Max Uplift 10=-1027 (LC 12), 17=-1061 (LC 13)
Max Grav 10=1737 (LC 3), 17=1897 (LC 3)
49FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-216/401, 2-21=-242/444, 21-22=-214/456, 3-22=-206/457, 3-4=-2672/3069, 4-23=-3186/3687, 5-23=-3186/3687,5-24=-3191/3711, 6-24=-3191/3711, 6-25=-3187/3708, 7-25=-3187/3708, 7-8=-2734/3185, 8-26=-247/480,26-27=-249/478, 9-27=-343/471, 9-10=-280/301
BOT CHORD 1-17=-334/192, 17-28=-2299/2069, 28-29=-2299/2069, 16-29=-2299/2069, 16-30=-2608/2306, 15-30=-2608/2306,
15-31=-2608/2306, 14-31=-2608/2306, 14-32=-3488/3141, 13-32=-3488/3141, 12-13=-2697/2360, 12-33=-2697/2360,
33-34=-2697/2360, 11-34=-2697/2360, 11-35=-2510/2277, 35-36=-2510/2277, 10-36=-2510/2277
WEBS 4-16=-419/220, 7-11=-540/287, 8-11=-247/283, 8-10=-2508/2632, 3-17=-2434/2441, 3-16=-409/411, 5-14=-501/357,
4-14=-1182/1090, 6-13=-482/327, 7-13=-1089/1020
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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior(2E) 0-0-0 to 4-2-0, Interior (1) 4-2-0 to 11-0-0, Exterior(2R) 11-0-0 to 16-10-11, Interior (1) 16-10-11 to 32-0-0, Exterior(2R) 32-0-0 to 37-10-11, Interior (1) 37-10-11 to41-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
4)Provide adequate drainage to prevent water ponding.
5)All plates are 5x6 MT20 unless otherwise indicated.
6)The Fabrication Tolerance at joint 4 = 8%, joint 7 = 8%
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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1027 lb uplift at joint 10 and 1061 lb uplift at joint 17.
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
E04 1 13621311Hip Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:jTvQRyO63BYnOQVhHc2791yMrQ5-GBnAvYcHI1XtLrdm1?pYKQTX6QWhLTrp6kfMEDyEhNp
612
5x6 2x4
2x4
9
6
5
4
1
7
2
8
3
W1
T1
B1
W2
1-9-0
1-9-0
3-7-0
5-4-0
0-5-0
1-9-0
1-4-0
1-4-0
3-7-0
5-4-03-4-60-8-6 3-4-6Scale = 1:27.7
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 0.27 Vert(LL)0.01 4-5 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.22 Vert(CT)-0.01 4-5 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.10 Horz(CT)-0.05 3 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MP
BCDL 10.0 Weight: 19 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 5-4-0 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=28/ Mechanical, (min. 0-1-8), 4=28/ Mechanical, (min. 0-1-8),
5=149/0-10-0, (min. 0-1-8)
Max Horiz 5=125 (LC 16)
Max Uplift 3=-103 (LC 16), 4=-16 (LC 16), 5=-75 (LC 16)
Max Grav 3=84 (LC 2), 4=56 (LC 7), 5=298 (LC 2)
50FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-5=-273/334
NOTES
1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 5-3-4 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.3)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 103 lb uplift at joint 3, 16 lb uplift at joint 4 and 75 lb uplift at joint 5.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
EJ01 19 13621311Jack-Open Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:6tkFAlhg5YDfulr798LpU_yMvGJ-kNLY7udv3Lfky?CybiLntd0q8qxO45iyLOOvmfyEhNo
612
5x6 2x4
2x4
2x4
2x4
3x4
9
12
8
7
1
6 5
10 2
11 3
4
W1
T1
B1
B2
B3W21-1-81-9-8
1-6-12
1-6-12
1-8-4
5-4-0
2-1-0
3-7-12
0-2-12
1-6-12
1-4-0
1-4-0
1-6-8
5-4-0
2-2-12
3-9-83-4-60-8-6 0-2-11 0-11-30-8-0 3-4-6Scale = 1:29.9
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 0.14 Vert(LL)0.02 7 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.24 Vert(CT)-0.02 7 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.07 Horz(CT)-0.02 4 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 22 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except* B2:2x4 SP No.3
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins,except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:6-0-0 oc bracing: 6-7.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)4=34/ Mechanical, (min. 0-1-8), 5=30/ Mechanical, (min. 0-1-8),
8=142/0-5-8, (min. 0-1-8)
Max Horiz 8=125 (LC 16)
Max Uplift 4=-78 (LC 16), 5=-44 (LC 16), 8=-71 (LC 16)
Max Grav 4=81 (LC 2), 5=51 (LC 7), 8=283 (LC 2)
51FORCES (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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 5-3-4 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 andany 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 78 lb uplift at joint 4, 44 lb uplift at joint 5 and 71 lb uplift at joint 8.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
EJ02 5 13621311Jack-Open Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:zG0_xRHXje7CyXNuDKKWYSyMrwW-o_DniCbfXkP1jh2aTHIIoCxWh0FccBggt5voimyEhNq
612
5x6 4x8
2x4
6x8
6
9
5
4
1
7 2
8
3
W1
T1
B1
W4
W2
W3
1-6-12
1-6-12
3-9-4
5-4-0
0-2-12
1-6-12
1-4-0
1-4-0
3-9-4
5-4-03-4-60-8-6 3-4-6Scale = 1:29.8
Plate Offsets (X, Y):[3:0-1-4,Edge], [6:0-3-0,0-4-8]
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 0.24 Vert(LL)0.00 4-5 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.10 Vert(CT)-0.01 4-5 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.11 Horz(CT)0.00 3 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MP
BCDL 10.0 Weight: 27 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 5-4-0 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 beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)3=30/ Mechanical, (min. 0-1-8), 4=29/ Mechanical, (min. 0-1-8),
5=147/0-5-8, (min. 0-1-8)Max Horiz 5=127 (LC 16)
Max Uplift 3=-129 (LC 16), 5=-75 (LC 16)
Max Grav 3=90 (LC 2), 4=58 (LC 7), 5=295 (LC 2)
52FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-5=-310/372
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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 5-4-0 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 129 lb uplift at joint 3 and 75 lb uplift at joint 5.
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
EJ03 5 13621311Jack-Partial Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:hYGvtwR7Mq5jr888ImXovUyMrv1-o_DniCbfXkP1jh2aTHIIoCxV80HncB3gt5voimyEhNq
612
2x4
3x4
3x4
3x4
6
5 4
1
2
7
3
W1
T1
B1
W2 W3
2-0-0
2-0-0
2-0-0
4-0-0
0-4-12
4-0-0
3-7-4
3-7-43-4-61-4-63-4-6Scale = 1:28.9
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 0.33 Vert(LL)-0.01 5-6 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.19 Vert(CT)-0.03 5-6 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.10 Horz(CT)0.00 4 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MP
BCDL 10.0 Weight: 21 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 4-0-0 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=77/ Mechanical, (min. 0-1-8), 6=76/0-5-8, (min. 0-1-8)
Max Horiz 6=95 (LC 13)
Max Uplift 4=-97 (LC 13), 6=-7 (LC 12)
Max Grav 4=155 (LC 2), 6=152 (LC 2)
53FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-5=-227/352
NOTES
1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 4-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 97 lb uplift at joint 4 and 7 lb uplift at joint 6.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
EJ04 1 13621311Jack-Partial Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:DulNoCqqazF1JC9UjCdYlSyMruW-o_DniCbfXkP1jh2aTHIIoCxTj0GOcBCgt5voimyEhNq
6 12
2x4
5x6
4
3
1
5
2
W1
T1
B1
4-4-0
4-4-03-6-61-4-63-6-6Scale = 1:22.9
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 0.60 Vert(LL)0.04 3-4 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.41 Vert(CT)-0.03 3-4 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)-0.07 2 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MR
BCDL 10.0 Weight: 15 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 4-4-0 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=41/ Mechanical, (min. 0-1-8), 3=42/ Mechanical, (min. 0-1-8),
4=83/0-5-8, (min. 0-1-8)
Max Horiz 4=97 (LC 13)
Max Uplift 2=-118 (LC 16), 3=-13 (LC 16), 4=-24 (LC 16)
Max Grav 2=116 (LC 2), 3=79 (LC 7), 4=165 (LC 2)
54FORCES (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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 4-3-4 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 andany 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 24 lb uplift at joint 4, 118 lb uplift at joint 2 and 13 lb uplift at joint 3.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
EJ05 1 13621311Jack-Open Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:XqmA?H0A1IXKzKVa4JZqEwyMs3u-kNLY7udv3Lfky?CybiLntd0lyquR46GyLOOvmfyEhNo
612
2x4
3x4
5x6
2x4
HTU26
4
5
3
1
2
W1
T1
W3
B1
W2
4-4-0
4-4-03-6-61-4-63-6-6Scale = 1:27.1
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 0.33 Vert(LL)-0.02 3-4 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.53 Vert(CT)-0.04 3-4 >999 180
TCDL 10.0 Rep Stress Incr NO WB 0.03 Horz(CT)0.00 3 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MP
BCDL 10.0 Weight: 28 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-4-0 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=199/ Mechanical, (min. 0-1-8), 4=175/0-5-8, (min. 0-1-8)
Max Horiz 4=105 (LC 12)
Max Uplift 3=-201 (LC 12), 4=-79 (LC 12)
Max Grav 3=409 (LC 2), 4=359 (LC 2)
55FORCES (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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
2)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 79 lb uplift at joint 4 and 201 lb uplift at joint 3.
7)Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 2-4-12 from the left end to connect truss(es) B07 (1 ply 2x4 SP) to front
face of bottom chord.8)Fill all nail holes where hanger is in contact with lumber.
9)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 + Snow (balanced): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90
Uniform Loads (lb/ft)
Vert: 1-2=-20, 3-4=-20
Concentrated Loads (lb)
Vert: 5=-213 (F)
Job Truss Truss Type Qty Ply
EJ06 1 13621311Jack-Closed Girder Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:XqmA?H0A1IXKzKVa4JZqEwyMs3u-o_DniCbfXkP1jh2aTHIIoCxTj0A5cCGgt5voimyEhNq
612
2x4
3x4
6x8
5x6
6x8
2x4
HTU26 HTU26 HTU26
6
7 8 5 9
4
1
2
3
W1
T1
W5
B1
W2
W3 W4
3-1-4
3-1-4
3-1-4
6-2-8
3-1-4
3-1-4
3-1-4
6-2-84-5-101-4-64-5-10Scale = 1:32.6
Plate Offsets (X, Y):[5:0-3-8,0-4-4]
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 0.16 Vert(LL)-0.01 4-5 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.53 Vert(CT)-0.02 4-5 >999 180
TCDL 10.0 Rep Stress Incr NO WB 0.40 Horz(CT)0.00 4 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MP
BCDL 10.0 Weight: 44 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-7-8 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 beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)4=517/ Mechanical, (min. 0-1-8), 6=694/0-5-8, (min. 0-2-4)
Max Horiz 6=154 (LC 12)
Max Uplift 4=-496 (LC 12), 6=-534 (LC 12)
Max Grav 4=1059 (LC 2), 6=1419 (LC 2)
56FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-6=-866/307, 1-2=-1065/357
BOT CHORD 5-9=-438/931, 4-9=-438/931
WEBS 1-5=-300/987, 2-5=-395/1048, 2-4=-1223/575
NOTES
1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
2)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 534 lb uplift at joint 6 and 496 lb uplift at joint 4.
7)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 0-8-12 from the left end to 4-3-4 toconnect truss(es) C05 (1 ply 2x4 SP), C06 (1 ply 2x4 SP), C07 (1 ply 2x4 SP) to back face of bottom chord.8)Fill all nail holes where hanger is in contact with lumber.
9)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 + Snow (balanced): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90
Uniform Loads (lb/ft)
Vert: 1-3=-20, 4-6=-20
Concentrated Loads (lb)
Vert: 7=-328 (B), 8=-324 (B), 9=-324 (B)
Job Truss Truss Type Qty Ply
EJ07 1 13621311Jack-Closed Girder Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:ULF8p8kCl4JRkSU0bxA_BqyMtGR-JofPUtb1mQHA5XTNwan3F?OLgcqutfHWeR9F9KyEhNr
612
3x4
3x4
5x8
2x4
3x4
5x6
2x4
7 6
4
5
1
2 8
9
3
W1
T1 W5
B1
B2
B3W3
W2
W4
1-3-12
1-3-12
4-10-12
6-2-8
1-5-8
1-5-8
4-9-0
6-2-84-5-101-4-60-8-0 4-5-10Scale = 1:29.8
Plate Offsets (X, Y):[5:0-5-4,0-4-0]
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 0.38 Vert(LL)-0.03 4-5 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.33 Vert(CT)-0.06 4-5 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.35 Horz(CT)-0.02 4 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MP
BCDL 10.0 Weight: 38 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except* B2:2x4 SP No.3
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 5-10-4 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)4=118/ Mechanical, (min. 0-1-8), 7=118/0-5-8, (min. 0-1-8)
Max Horiz 7=198 (LC 13)
Max Uplift 4=-151 (LC 16), 7=-73 (LC 16)
Max Grav 4=237 (LC 2), 7=237 (LC 2)
57FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-7=-322/294, 1-2=-636/639
BOT CHORD 4-5=-1022/826
WEBS 5-7=-436/289, 1-5=-592/592, 2-4=-792/984
NOTES
1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 6-0-12 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=1.60
2)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 151 lb uplift at joint 4 and 73 lb uplift at joint 7.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
EJ08 1 13621311Jack-Closed Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:bXuKIDTX7j1BbIj7MUg8OnyMt91-JofPUtb1mQHA5XTNwan3F?OICctytg_WeR9F9KyEhNr
612
2x4
3x4
5x6
3x4
2x4
5 4
1
6
2
3
W1
T1
W4
B1
W3W2
3-2-1
3-2-1
3-0-7
6-2-8
6-2-84-5-101-4-64-5-10Scale = 1:30.5
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 0.39 Vert(LL)-0.07 4-5 >966 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.46 Vert(CT)-0.15 4-5 >483 180
TCDL 10.0 Rep Stress Incr YES WB 0.11 Horz(CT)0.00 4 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MP
BCDL 10.0 Weight: 38 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 6-0-0 oc purlins,except end verticals.BOT CHORD Rigid ceiling directly applied or 9-11-5 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=118/ Mechanical, (min. 0-1-8), 5=118/0-5-8, (min. 0-1-8)
Max Horiz 5=212 (LC 13)
Max Uplift 4=-150 (LC 16), 5=-73 (LC 16)
Max Grav 4=237 (LC 2), 5=237 (LC 2)
58FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
BOT CHORD 4-5=-345/267
WEBS 2-4=-275/363
NOTES
1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-1-12 to 3-0-13, Interior (1) 3-0-13 to 6-0-12 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=1.60
2)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 150 lb uplift at joint 4 and 73 lb uplift at joint 5.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
EJ09 3 13621311Jack-Closed Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:NdQD6aztEdKEelxBpIQ_5eyMt8N-JofPUtb1mQHA5XTNwan3F?OH0crztkqWeR9F9KyEhNr
612
5x6
2x4
3x4
3x4
3x4
2x4
7
6
5
1
2
8
3
9
4
W1
T1 W5
B1
W2
W4W31-1-81-6-12
1-6-12
2-11-13
4-6-9
2-11-15
7-6-8
0-2-12
1-6-12
1-4-0
1-4-0
5-11-12
7-6-84-5-100-8-6 0-2-11 4-5-10Scale = 1:33.6
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 0.29 Vert(LL)-0.03 5-6 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.26 Vert(CT)-0.06 5-6 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.09 Horz(CT)0.00 5 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 42 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 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)5=110/ Mechanical, (min. 0-1-8), 6=180/0-5-8, (min. 0-1-8)
Max Horiz 6=215 (LC 13)
Max Uplift 5=-124 (LC 13), 6=-129 (LC 16)
Max Grav 5=220 (LC 2), 6=360 (LC 2)
59FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
BOT CHORD 5-6=-290/248
WEBS 2-6=-190/269, 3-5=-248/300
NOTES
1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 7-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 and 129 lb uplift at joint 6.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
EJ10 3 13621311Jack-Closed Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:Z5EVGP85d6Qc9WGeRT9V_uyMt6t-JofPUtb1mQHA5XTNwan3F?OJfcu_tk7WeR9F9KyEhNr
4.242612
2x4
3x4
3x4
3x4
3x4
2x4
NAILED
NAILED
NAILED
NAILED
7
6
5
1
2
3
4
W1
T1 W5
B1
W2
W3 W4
1-10-10
-1-10-10
2-9-3
5-6-6
2-9-3
2-9-3
2-9-3
2-9-3
2-9-3
5-6-63-3-131-4-63-3-13Scale = 1:32.3
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 0.30 Vert(LL)0.00 6-7 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.08 Vert(CT)0.00 6-7 >999 180
TCDL 10.0 Rep Stress Incr NO WB 0.05 Horz(CT)0.00 5 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MP
BCDL 10.0 Weight: 36 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 5-6-6 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)5=33/ Mechanical, (min. 0-1-8), 7=89/1-1-12, (min. 0-1-8)
Max Horiz 7=181 (LC 11)
Max Uplift 5=-143 (LC 12), 7=-267 (LC 8)
Max Grav 5=122 (LC 2), 7=291 (LC 2)
60FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-7=-271/272
NOTES
1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 267 lb uplift at joint 7 and 143 lb uplift at joint 5.
7)"NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90
Uniform Loads (lb/ft)
Vert: 1-2=-20, 2-4=-20, 5-7=-20
Concentrated Loads (lb)
Vert: 6=66, 3=62
Job Truss Truss Type Qty Ply
HJ01 2 13621311Diagonal Hip Girder Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:_B1d8k9V8D?GSblQO71j1?yMvFj-GBnAvYcHI1XtLrdm1?pYKQTfwQdLLfEp6kfMEDyEhNp
4.242612
5x6 2x4
2x4
2x4
3x4
2x4
3x4
2x4
NAILED
NAILED
NAILED
NAILED
9
8
7
1
6 5
2
3
4
W1
T1 W4
B1
B2
B3
W3
W2
1-8-14
2-8-3
2-2-2
2-2-2
2-3-3
7-5-0
2-11-11
5-1-14
0-3-14
2-2-2
1-10-4
1-10-4
2-1-7
7-5-0
3-1-7
5-3-103-3-130-8-6 0-2-6 0-11-00-8-0 3-3-13Scale = 1:37.1
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 0.24 Vert(LL)-0.01 7 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.21 Vert(CT)-0.02 7 >999 180
TCDL 10.0 Rep Stress Incr NO WB 0.06 Horz(CT)-0.01 5 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 34 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except* B2:2x4 SP No.3
WEBS 2x4 SP No.3
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: 5-6.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)5=47/ Mechanical, (min. 0-1-8), 8=172/0-7-12, (min. 0-1-8)
Max Horiz 8=152 (LC 39)
Max Uplift 5=-138 (LC 9), 8=-241 (LC 8)
Max Grav 5=133 (LC 30), 8=372 (LC 30)
61FORCES (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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 138 lb uplift at joint 5 and 241 lb uplift at joint 8.
7)"NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90
Uniform Loads (lb/ft)
Vert: 1-4=-20, 7-9=-20, 5-6=-20
Concentrated Loads (lb)
Vert: 3=65
Job Truss Truss Type Qty Ply
HJ02 1 13621311Diagonal Hip Girder Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:?EphBNYqh6hguGAqh5BNeuyMrtb-kNLY7udv3Lfky?CybiLntd0rdqxY46LyLOOvmfyEhNo
4.242612
5x6
2x4
3x4
3x4
3x4
2x4NAILED
NAILED
NAILED NAILED
NAILED
NAILED
NAILED NAILED
7
6
10 11 5
1
2
8 3
9 4
W1
T1 W5
B1
W2
W4W3
1-8-14
2-2-2
2-2-2
2-10-0
5-0-2
2-10-9
7-10-11
0-3-14
2-2-2
1-10-4
1-10-4
5-8-8
7-10-113-5-130-8-6 0-2-6 3-5-13Scale = 1:39.4
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 0.16 Vert(LL)-0.03 5-6 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.23 Vert(CT)-0.05 5-6 >999 180
TCDL 10.0 Rep Stress Incr NO WB 0.06 Horz(CT)0.00 5 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS
BCDL 10.0 Weight: 40 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 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)5=105/ Mechanical, (min. 0-1-8), 6=173/0-7-12, (min. 0-1-8)
Max Horiz 6=176 (LC 11)
Max Uplift 5=-278 (LC 9), 6=-288 (LC 8)
Max Grav 5=234 (LC 2), 6=386 (LC 2)
62FORCES (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=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 278 lb uplift at joint 5 and 288 lb uplift at joint 6.
7)"NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines.
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 + Snow (balanced): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90
Uniform Loads (lb/ft)
Vert: 1-4=-20, 5-7=-20
Concentrated Loads (lb)
Vert: 8=30 (B), 9=-18 (F=-12, B=-6), 10=32 (B), 11=-18 (F=-13, B=-5)
Job Truss Truss Type Qty Ply
HJ03 1 13621311Diagonal Hip Girder Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:XqmA?H0A1IXKzKVa4JZqEwyMs3u-kNLY7udv3Lfky?CybiLntd0suqxF46LyLOOvmfyEhNo
4.242612
2x4
3x4
3x4
3x4
3x4
2x4
NAILED
NAILED
NAILED
NAILED
7
6
5
1
2
3
4
W1
T1 W5
B1
W2
W3 W4
1-10-10
-1-10-10
2-9-3
5-6-6
2-9-3
2-9-3
2-9-3
5-6-6
2-9-3
2-9-33-3-131-4-63-3-13Scale = 1:32.3
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 0.30 Vert(LL)0.00 6-7 >999 240 MT20 244/190
Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.08 Vert(CT)0.00 6-7 >999 180
TCDL 10.0 Rep Stress Incr NO WB 0.05 Horz(CT)0.00 5 n/a n/a
BCLL 0.0*Code FRC2020/TPI2014 Matrix-MP
BCDL 10.0 Weight: 36 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 5-6-6 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)5=33/ Mechanical, (min. 0-1-8), 7=89/1-5-0, (min. 0-1-8)
Max Horiz 7=181 (LC 9)
Max Uplift 5=-143 (LC 12), 7=-267 (LC 8)
Max Grav 5=122 (LC 2), 7=291 (LC 2)
63FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-7=-271/272
NOTES
1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.
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 267 lb uplift at joint 7 and 143 lb uplift at joint 5.
7)"NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90
Uniform Loads (lb/ft)
Vert: 1-2=-20, 2-4=-20, 5-7=-20
Concentrated Loads (lb)
Vert: 6=66, 3=62
Job Truss Truss Type Qty Ply
HJ04 1 13621311Diagonal Hip Girder Job Reference (optional)
BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1
ID:9LzW8deScjtA8m3GQXa_bKyMr1F-kNLY7udv3Lfky?CybiLntd0qgqza46UyLOOvmfyEhNo