HomeMy WebLinkAboutTRUSS DESIGN - 21-00753 - 832 Oak Hill Cir - New SFR.pdfJob
J1651-21
Truss
A01GD
Truss Type
HIP GIRDER
Qty
1
Ply
2
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:03:39 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-jVQRCM00SVc9Im1zuCf6TSrBZOqQLG_1F6EUAXzPASY
Scale = 1:76.9
0-1-130-1-13T1
T2
T1
B1
B2
B3
B2
B4
W1 W2
W3
W6
W7
W8 W9 W8
W11
W10
W12 W13
W14
W15 W3
W2 W1
T3
B5
W5
W4
1
2
3
4
5 6 7 8 9 10
11
12
13
14
27 26
25 24
23
22
21
20 19
18 17 16 15
28 29 30 31
32 33 34 35 36 37 38 39 40 415x6
2x4
4x6 4x6
3x4 5x8
3x4
2x4 4x4
3x4
8x10
6x6
6x8
5x6
4x6
7x8
4x8
6x8
3x4
4x4
3x4
2x4
5x6
4x6
5x8
4-3-11
4-3-11
7-8-13
3-5-3
10-0-0
2-3-3
11-2-0
1-2-0
12-5-8
1-3-8
17-8-0
5-2-8
22-10-8
5-2-8
27-2-4
4-3-12
31-6-0
4-3-12
34-11-3
3-5-3
38-4-5
3-5-3
42-8-0
4-3-11
-1-6-0
1-6-0
4-3-11
4-3-11
7-8-13
3-5-3
11-2-0
3-5-3
12-5-8
1-3-8
17-8-0
5-2-8
22-10-8
5-2-8
27-2-4
4-3-12
31-6-0
4-3-12
34-11-3
3-5-3
38-4-5
3-5-3
42-8-0
4-3-11
44-2-0
1-6-0
0-4-35-9-65-11-30-4-31-0-05-9-66.00 12
Plate Offsets (X,Y)-- [2:0-3-4,0-0-1], [6:0-2-0,0-1-8], [7:0-3-0,0-3-0], [17:0-4-0,0-3-12], [19:0-2-4,0-2-0], [21:0-6-0,0-5-4], [22:0-3-0,0-2-12], [23:0-5-0,0-5-8], [25:0-4-0,0-2-12]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.44
0.90
0.88
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.25
-0.33
0.08
0.08
(loc)
21-22
21-22
13
21-22
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 561 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x6 DF 1800F 1.6E *Except*
B2: 2x4 DF Stud/Std
WEBS 2x4 DF Stud/Std *Except*
W8,W11: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-5-2 oc purlins, except
2-0-0 oc purlins (5-4-9 max.): 5-10.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS.(lb/size) 2=-1516/0-3-8 (min. 0-1-8), 13=3299/0-5-8 (min. 0-1-15), 25=9083/0-5-8 (min. 0-5-3)
Max Horz2=-95(LC 8)
Max Uplift2=-2061(LC 28), 13=-407(LC 10), 25=-1095(LC 10)
Max Grav2=461(LC 37), 13=3646(LC 29), 25=9775(LC 28)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-528/4789, 3-4=-532/5176, 4-5=-499/5103, 5-6=-220/2508, 6-7=-3321/427,
7-28=-3321/427, 28-29=-3321/427, 29-30=-3321/427, 8-30=-3321/427, 8-31=-6833/820,
9-31=-6833/820, 9-10=-5540/706, 10-11=-6220/779, 11-12=-6284/762, 12-13=-6599/724
BOT CHORD 2-27=-4241/517, 26-27=-4241/517, 25-26=-4606/565, 23-24=-162/587, 6-23=-5041/551,
23-33=-2405/360, 33-34=-2425/363, 22-34=-2448/364, 22-35=-672/6851, 35-36=-674/6869,
36-37=-676/6887, 37-38=-678/6905, 21-38=-681/6922, 20-21=-22/257, 8-21=-262/2345,
20-39=-28/307, 39-40=-28/307, 19-40=-28/307, 18-19=-605/6049, 18-41=-605/6049,
17-41=-605/6049, 16-17=-581/5602, 15-16=-582/5732, 13-15=-582/5732
WEBS 3-26=-798/57, 4-26=-271/266, 23-25=-4008/534, 5-23=-375/3752, 6-22=-826/7431,
7-22=-811/80, 8-22=-4608/516, 19-21=-603/6001, 9-21=-152/1104, 9-19=-882/77,
9-17=-810/258, 10-17=-293/2409, 11-17=-653/122, 11-16=-36/293, 12-16=-426/82,
5-25=-6176/629, 4-25=-639/138
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc, 2x4 - 1 row at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=43ft; eave=5ft; Cat. II; Exp B;
Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
5) Unbalanced snow loads have been considered for this design.
6) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
7) Provide adequate drainage to prevent water ponding.
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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
Continued on page 2
Job
J1651-21
Truss
A01GD
Truss Type
HIP GIRDER
Qty
1
Ply
2
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:03:40 2022 Page 2
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-BizpQi1eCpk0vwc9RwAL?fNMJoAf4jEAUm_1izzPASX
NOTES-
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2061 lb uplift at joint 2, 407 lb uplift at joint 13 and 1095 lb uplift at joint 25.
11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
13) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide
for uplift reactions indicated.
14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1335 lb down and 188 lb up at 11-2-0, 342 lb down and 64 lb up at 12-3-12, 342 lb
down and 63 lb up at 14-0-12, 342 lb down and 63 lb up at 16-0-12, 342 lb down and 63 lb up at 18-0-12, 342 lb down and 63 lb up at 20-0-12, 342 lb down and 63 lb up at 22-0-12,
342 lb down and 63 lb up at 22-7-4, 342 lb down and 64 lb up at 24-7-4, 342 lb down and 64 lb up at 26-7-4, 342 lb down and 64 lb up at 28-7-4, and 342 lb down and 64 lb up at
30-7-4, and 1335 lb down and 188 lb up at 31-6-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-5=-84, 5-10=-84, 10-14=-84, 2-24=-14, 21-23=-14, 13-20=-14
Concentrated Loads (lb)
Vert: 24=-342(B) 18=-342(B) 17=-1335(B) 32=-1335(B) 33=-342(B) 34=-342(B) 35=-342(B) 36=-342(B) 37=-342(B) 38=-342(B) 39=-342(B) 40=-342(B) 41=-342(B)
Job
J1651-21
Truss
A02
Truss Type
HIP
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:03:42 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-745ZqO2ukQ_k9ElXZLCp54Te7cwvYaITx4T8mszPASV
Scale = 1:76.9
0-1-130-1-13T2
T3
T2
B1
B2
B3
B4
B5
W1 W2
W3
W5
W4
W6
W7
W8
W8
W10
W9
W11
W12 W13
W14T1 T1
B61
2
3
4
5
6 7 8 9
10
11
12
13
23 22 21
20
19
18
17 16 15 14
24 25
26
27 28 29
30
31 32
33 34
5x8
5x6
5x6
3x6
2x4
7x8
2x4
2x4 3x6 2x4 4x8
4x4
6x8
10x10
3x4
6x8
4x12
3x4
3x4
5x6
4x6
5-4-10
5-4-10
10-2-12
4-10-2
12-5-8
2-2-12
13-10-0
1-4-8
22-10-8
9-0-8
28-10-0
5-11-8
34-1-13
5-3-13
42-8-0
8-6-3
-1-6-0
1-6-0
5-4-10
5-4-10
10-2-12
4-10-2
12-5-8
2-2-12
13-10-0
1-4-8
18-4-4
4-6-4
22-10-8
4-6-4
28-10-0
5-11-8
32-8-10
3-10-10
37-0-11
4-4-1
42-8-0
5-7-5
44-2-0
1-6-0
0-4-37-1-67-3-30-4-31-0-07-1-66.00 12
Plate Offsets (X,Y)-- [3:0-4-0,0-3-0], [5:0-2-8,0-1-12], [9:0-3-0,0-1-12], [11:0-3-0,0-3-4], [15:0-5-4,0-2-0], [18:0-2-12,0-2-12], [20:0-5-8,0-4-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.67
0.66
0.98
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.31
-0.46
0.08
0.04
(loc)
18-19
18-19
12
15
l/defl
>999
>846
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 249 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
B2,B4: 2x4 DF Stud/Std
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins, except
2-0-0 oc purlins (3-5-2 max.): 6-9.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except:
1 Row at midpt 5-20
WEBS 1 Row at midpt 7-19
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=154/0-3-8 (min. 0-1-8), 22=2707/0-5-8 (min. 0-3-2), 12=1578/0-5-8 (min. 0-2-3)
Max Horz2=-116(LC 12)
Max Uplift2=-194(LC 32), 22=-145(LC 14), 12=-134(LC 14)
Max Grav2=521(LC 33), 22=2946(LC 33), 12=2073(LC 33)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-24=-226/786, 24-25=-110/797, 3-25=-108/844, 3-26=-34/1049, 4-26=-25/1265, 4-5=0/539,
5-6=-323/167, 6-7=-310/106, 7-27=-2141/192, 27-28=-2141/192, 8-28=-2141/192,
8-29=-2148/195, 9-29=-2147/195, 9-10=-1926/208, 10-30=-2456/209, 11-30=-2592/201,
11-31=-2990/222, 31-32=-2995/211, 12-32=-3161/203
BOT CHORD 2-23=-707/96, 22-23=-709/93, 5-20=-2088/72, 19-20=-480/123, 19-33=0/1493, 33-34=0/1493,
18-34=0/1493, 8-18=-847/98, 14-15=-78/2032, 12-14=-140/2643
WEBS 3-22=-918/71, 4-22=-1982/114, 20-22=-1128/148, 4-20=-30/1631, 5-19=-58/1949,
7-19=-1902/152, 7-18=-49/1063, 15-18=-10/1704, 9-18=-302/598, 9-15=-43/600,
10-15=-950/93, 10-14=0/592, 11-14=-621/84
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=43ft; eave=5ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 2-8-7, Interior(1) 2-8-7 to 13-10-0, Exterior(2R) 13-10-0 to 19-10-7, Interior(1)
19-10-7 to 28-10-0, Exterior(2R) 28-10-0 to 34-10-7, Interior(1) 34-10-7 to 44-2-13 zone; cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 7.0psf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 194 lb uplift at joint 2, 145 lb uplift at joint 22 and
134 lb uplift at joint 12.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2
Job
J1651-21
Truss
A02
Truss Type
HIP
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:03:42 2022 Page 2
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-745ZqO2ukQ_k9ElXZLCp54Te7cwvYaITx4T8mszPASV
LOAD CASE(S) Standard
Job
J1651-21
Truss
A03
Truss Type
HIP
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:03:44 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-3TDKF448G1ESOYvwglFHAVYyWPbR0UlmPOyFrkzPAST
Scale = 1:76.9
0-1-130-1-13T2
T3
T2
B1
B2
B3
B4
B5
W1
W2
W3
W5
W4
W6
W7 W8
W10
W9
W11 W12
W13
W14T1 T1
B61
2
3
4
5
6 7 8
9
10
11
12
13
23 22 21
20
19
18
17 16
15 14
24
25
26 27 28
29 30 31
32
33
34
35 36 37
5x8
5x6
5x6
5x6
3x6
2x4
4x6
2x4
2x4 4x6 2x4 4x8
4x4
6x8
4x4
5x8
4x8
3x4
3x4
4x6
5-4-10
5-4-10
10-2-12
4-10-2
12-5-8
2-2-12
16-6-0
4-0-8
22-10-8
6-4-8
26-2-0
3-3-8
34-1-0
7-11-0
42-8-0
8-7-1
-1-6-0
1-6-0
5-4-10
5-4-10
10-2-12
4-10-2
12-5-8
2-2-12
16-6-0
4-0-8
22-10-8
6-4-8
26-2-0
3-3-8
31-5-13
5-3-13
36-11-4
5-5-6
42-8-0
5-8-12
44-2-0
1-6-0
0-4-38-5-68-7-30-4-31-0-08-5-66.00 12
Plate Offsets (X,Y)-- [3:0-4-0,0-3-0], [4:0-1-12,0-2-0], [6:0-3-0,0-1-12], [7:0-2-0,0-1-0], [8:0-3-0,0-1-12], [11:0-3-0,Edge], [18:0-2-4,0-2-0], [19:0-1-12,0-2-0], [20:0-5-8,0-4-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.81
0.65
0.98
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.22
-0.30
0.07
0.04
(loc)
14-16
14-16
12
14-16
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 249 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
B2,B4: 2x4 DF Stud/Std
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-11-13 oc purlins, except
2-0-0 oc purlins (3-3-12 max.): 6-8.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except:
1 Row at midpt 5-20, 7-18
WEBS 1 Row at midpt 4-22, 8-16, 9-16
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=217/0-3-8 (min. 0-1-8), 22=2624/0-5-8 (min. 0-3-10), 12=1598/0-5-8 (min. 0-2-4)
Max Horz2=136(LC 13)
Max Uplift2=-99(LC 20), 22=-131(LC 14), 12=-137(LC 14)
Max Grav2=382(LC 35), 22=3370(LC 33), 12=2109(LC 33)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-24=-110/562, 24-25=-17/593, 3-25=-11/640, 3-4=-9/1324, 4-5=0/445, 5-6=-857/144,
6-26=-1607/211, 26-27=-1610/211, 27-28=-1611/211, 28-29=-1614/211, 7-29=-1615/211,
7-30=-1600/209, 30-31=-1599/209, 8-31=-1593/210, 8-9=-1798/211, 9-32=-2704/218,
10-32=-3014/215, 10-11=-3244/227, 11-33=-3431/226, 33-34=-3432/208, 12-34=-3577/207
BOT CHORD 2-23=-526/70, 22-23=-528/68, 5-20=-1988/120, 19-20=-356/103, 19-35=0/806, 18-35=0/806,
7-18=-919/106, 15-16=-82/2260, 15-36=-82/2260, 36-37=-82/2260, 14-37=-82/2260,
12-14=-143/3033
WEBS 3-22=-947/68, 4-22=-2182/109, 20-22=-1243/138, 4-20=-36/1517, 5-19=-60/1457,
6-19=-1048/96, 6-18=-94/1284, 16-18=0/1502, 8-18=-225/568, 8-16=-42/578, 9-16=-1204/121,
9-14=0/746, 10-14=-683/90
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=43ft; eave=5ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 2-8-7, Interior(1) 2-8-7 to 16-6-0, Exterior(2R) 16-6-0 to 22-6-7, Interior(1)
22-6-7 to 26-2-0, Exterior(2R) 26-2-0 to 32-2-7, Interior(1) 32-2-7 to 44-2-13 zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 7.0psf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 lb uplift at joint 2, 131 lb uplift at joint 22 and 137
lb uplift at joint 12.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.Continued on page 2
Job
J1651-21
Truss
A03
Truss Type
HIP
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:03:44 2022 Page 2
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-3TDKF448G1ESOYvwglFHAVYyWPbR0UlmPOyFrkzPAST
NOTES-
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
J1651-21
Truss
A04
Truss Type
HIP
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:03:46 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-?sL4gl6PofU9dr3JoAHlFwdGVDJyUOu3siRMvdzPASR
Scale = 1:76.9
0-1-130-1-13T2
T3
T2
B1
B2
B3
B4
W1
W2
W3
W5
W4
W6
W7 W8 B5
W11
W12 W13
W14
W15W10
W9
T1 T1
B61
2
3
4
5
6
7 8
9
10
11
12
13
14
26 25 24
23
22
21
20 19 18
17 16 15
27
28
29 30 31
32
33
34
35
3x6
5x6 5x10 MT20HS
3x6
3x6
2x4
4x6
4x6
3x4
2x4 4x8
5x6
8x10
4x4
2x4
3x4
4x12
3x4
3x4
3x4
2x4
5x8
4x6
5-10-2
5-10-2
10-2-12
4-4-11
12-5-8
2-2-12
19-2-0
6-8-8
22-10-8
3-8-8
23-6-0
0-7-8
27-5-4
3-11-5
32-8-15
5-3-11
37-3-4
4-6-5
42-8-0
5-4-12
-1-6-0
1-6-0
5-10-2
5-10-2
10-2-12
4-4-11
12-5-8
2-2-12
19-2-0
6-8-8
22-10-8
3-8-8
23-6-0
0-7-8
27-5-4
3-11-5
32-8-15
5-3-11
37-3-4
4-6-5
42-8-0
5-4-12
44-2-0
1-6-0
0-4-39-9-69-11-30-4-31-0-09-9-66.00 12
Plate Offsets (X,Y)-- [5:0-2-12,0-2-0], [6:0-2-4,0-2-0], [7:0-2-12,0-1-12], [8:0-6-4,0-2-0], [18:0-5-8,0-2-0], [21:0-2-12,0-3-4], [22:0-1-12,0-2-0], [23:0-5-8,0-4-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.84
0.52
1.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.21
-0.27
0.09
0.04
(loc)
16-18
16-18
13
16
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
Weight: 259 lb FT = 0%
GRIP
220/195
165/146
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
B5: 2x4 DF Stud/Std
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-1-1 oc purlins, except
2-0-0 oc purlins (5-0-9 max.): 7-8.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except:
1 Row at midpt 6-23
10-0-0 oc bracing: 19-21
WEBS 1 Row at midpt 5-25, 7-22
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=229/0-3-8 (min. 0-1-8), 25=2615/0-5-8 (min. 0-4-0), 13=1606/0-5-8 (min. 0-2-5)
Max Horz2=-156(LC 12)
Max Uplift2=-73(LC 20), 25=-125(LC 14), 13=-135(LC 14)
Max Grav2=333(LC 35), 25=3764(LC 33), 13=2152(LC 33)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-27=-15/553, 27-28=-4/554, 3-28=-2/673, 3-4=0/1155, 4-5=0/1408, 5-6=0/375,
6-29=-1449/145, 29-30=-1397/145, 7-30=-1208/168, 7-8=-1536/202, 8-9=-1869/207,
9-31=-2083/204, 31-32=-2183/196, 10-32=-2389/194, 10-11=-2964/205, 11-12=-3225/190,
12-33=-3694/198, 33-34=-3723/188, 13-34=-3828/188
BOT CHORD 2-26=-501/65, 25-26=-501/65, 6-23=-2461/158, 22-35=0/1099, 21-35=0/1099, 17-18=-76/2763,
16-17=-76/2763, 15-16=-121/3290, 13-15=-121/3290, 8-21=-28/509
WEBS 3-25=-857/70, 5-25=-2501/78, 23-25=-1379/153, 5-23=-53/2014, 6-22=-29/1574, 7-22=-858/70,
7-21=-57/943, 9-18=-18/348, 10-18=-1069/81, 10-16=0/459, 12-16=-615/53, 18-21=-16/1972,
9-21=-887/115
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=43ft; eave=5ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 2-8-7, Interior(1) 2-8-7 to 19-2-0, Exterior(2E) 19-2-0 to 23-6-0, Exterior(2R)
23-6-0 to 29-6-7, Interior(1) 29-6-7 to 44-2-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 7.0psf.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 2, 125 lb uplift at joint 25 and 135
lb uplift at joint 13.
Continued on page 2
Job
J1651-21
Truss
A04
Truss Type
HIP
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:03:47 2022 Page 2
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-U2vSu561Zyc0F?eVMuo_o8ARFdfBDr8C5MAvS3zPASQ
NOTES-
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
11) 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
J1651-21
Truss
A05
Truss Type
Common
Qty
6
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:03:48 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-yESq5R7fKGktt9DhvbJDKLjf602yyNULK0wS_WzPASP
Scale = 1:71.5
T2 T2
B1
W7 W6
W5
W4 W3
W2 W1
W6W5
W4W3
W2
W1
T1 T3
B3B21
2
3
4
5
6
7
8
9
10
11
12
19 18 17 16 15 14
13
20
21
22 23
24
25
26 27
3x6
5x6
3x6
3x6
4x8
3x4
5x6
3x4
4x4
4x4
2x4
3x4
5x6
4x4
4x4
3x4
2x4
3x6
2-2-12
2-2-12
10-2-12
8-0-0
15-9-6
5-6-10
21-4-0
5-6-10
26-10-10
5-6-10
32-5-4
5-6-10
40-5-4
8-0-0
40-8-0
0-2-12
42-8-0
2-0-0
-1-6-0
1-6-0
2-2-12
2-2-12
10-2-12
8-0-0
15-9-6
5-6-10
21-4-0
5-6-10
26-10-10
5-6-10
32-5-4
5-6-10
40-5-4
8-0-0
42-8-0
2-2-12
0-4-311-0-30-4-36.00 12
Plate Offsets (X,Y)-- [14:0-2-0,0-1-8], [15:0-3-0,0-3-0], [17:0-3-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.64
0.36
0.67
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.10
-0.16
0.03
0.03
(loc)
15-16
13-14
13
15
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 242 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 17-18.
WEBS 1 Row at midpt 8-16, 6-17, 4-18, 3-18
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=368/0-3-8 (min. 0-1-8), 13=1613/0-5-8 (min. 0-1-13), 18=2330/0-5-8 (min. 0-2-9)
Max Horz2=171(LC 13)
Max Uplift2=-58(LC 14), 13=-94(LC 14), 18=-137(LC 14)
Max Grav2=426(LC 19), 13=1718(LC 20), 18=2424(LC 22)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-579/0, 3-20=-48/486, 4-20=-47/724, 4-5=-799/118, 5-21=-661/128, 6-21=-612/137,
6-22=-1043/177, 7-22=-936/193, 7-23=-982/188, 8-23=-1158/170, 8-24=-1497/180,
9-24=-1597/172, 9-10=-1711/162, 10-25=-1953/146, 11-25=-2108/119
BOT CHORD 2-19=-38/549, 18-19=-38/549, 17-18=-533/98, 17-26=0/626, 16-26=0/626, 16-27=0/1429,
15-27=0/1429, 14-15=-41/1747, 13-14=-21/258, 12-13=-21/258
WEBS 7-16=-53/463, 8-16=-959/107, 8-15=-10/517, 10-15=-499/76, 11-14=-109/1526,
11-13=-1629/255, 6-16=0/624, 6-17=-900/89, 4-17=-67/1446, 4-18=-2081/209, 3-18=-977/108
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=43ft; eave=5ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 2-8-7, Interior(1) 2-8-7 to 21-4-0, Exterior(2R) 21-4-0 to 25-7-3, Interior(1)
25-7-3 to 42-8-0 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
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
5) This truss has been designed for a 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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 7.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 2, 94 lb uplift at joint 13 and 137
lb uplift at joint 18.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
J1651-21
Truss
A06
Truss Type
ROOF SPECIAL
Qty
5
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:03:49 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-QR0DIn8H5askVJouTJqStZFmhQHBhlBVYgf0WyzPASO
Scale = 1:72.7
T2 T2
B2 B3
B5
W1
W2
W3
W4 W5
W6
W7
W8
W9
W10
W11
W12
W13
T1 T3
B1 B4
1
2
3
4
5
6
7
8
9
10
11
12
1319
18
17
16
15
14
20
21
22
23
24
3x6
5x6
3x6
6x16 MT20HS 5x6
6x8
3x6
2x4
3x4
3x4
3x4
10x12 MT18HS
5x6
4x8
3x4
4x6
2x4
4x12
6-3-12
6-3-12
11-11-8
5-7-12
17-4-0
5-4-8
21-4-0
4-0-0
27-9-4
6-5-4
34-2-8
6-5-4
34-8-0
0-5-8
42-8-0
8-0-0
-1-6-0
1-6-0
4-11-4
4-11-4
9-0-13
4-1-9
13-4-5
4-3-7
17-4-0
3-11-11
21-4-0
4-0-0
27-9-4
6-5-4
34-2-8
6-5-4
38-2-0
3-11-8
42-8-0
4-6-0
0-4-311-0-30-4-35-7-86.00 12
4.00 12
Plate Offsets (X,Y)-- [2:0-1-2,Edge], [7:0-1-12,0-2-4], [14:0-5-0,Edge], [15:0-3-0,0-3-0], [16:0-1-6,0-2-0], [17:0-6-0,0-3-11]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.91
0.74
0.97
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.95
-1.28
0.97
0.25
(loc)
18
18-19
14
18-19
l/defl
>430
>317
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
MT18HS
Weight: 204 lb FT = 0%
GRIP
220/195
165/146
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 2400F 2.0E *Except*
B3,B5: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W6: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied or 1-8-10 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 14-15,13-14.
WEBS 1 Row at midpt 7-16
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 14=2593/0-5-8 (min. 0-2-12), 2=1717/0-5-8 (min. 0-1-11)
Max Horz2=171(LC 13)
Max Uplift14=-151(LC 14), 2=-139(LC 14)
Max Grav14=2593(LC 1), 2=1822(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-20=-7333/340, 3-20=-7218/356, 3-4=-7171/309, 4-5=-6595/243, 5-6=-6514/257,
6-21=-5193/140, 7-21=-5100/154, 7-8=-2262/139, 8-22=-2133/132, 9-22=-2186/110,
9-23=-1286/106, 10-23=-1329/93, 10-11=-1415/90, 11-12=-447/927, 12-13=-357/540
BOT CHORD 2-19=-296/6672, 18-19=-226/6736, 17-18=-96/5879, 16-17=0/4808, 15-16=0/1269,
14-15=-889/531, 14-24=-393/316, 13-24=-393/316
WEBS 4-18=-590/128, 6-18=-33/600, 6-17=-1047/136, 7-17=-15/3683, 7-16=-3947/87, 8-16=-45/1542,
9-16=-70/802, 9-15=-1193/207, 11-15=-205/2076, 11-14=-2016/239, 12-14=-422/187
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=43ft; eave=5ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 2-8-7, Interior(1) 2-8-7 to 21-4-0, Exterior(2R) 21-4-0 to 25-7-3, Interior(1)
25-7-3 to 42-8-0 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
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
5) All plates are MT20 plates 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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Bearing at joint(s) 2 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 151 lb uplift at joint 14 and 139 lb uplift at joint 2.
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
J1651-21
Truss
A07
Truss Type
ROOF SPECIAL
Qty
3
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:03:51 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-Mp8zjT9XdB6SkcxGbjtwy_K8HEvj9hlo0_86brzPASM
Scale = 1:61.2
T2
T3
B2 B3
W1
W2
W3
W4
W5
W6
W7
W8
W9
BL1
W10
T1
B1
1
2
3
4
5
6
7
8
9
10
15
14
13
12
11
17
18
19 20
21
16
3x6
4x4
2x4
6x16 MT20HS
8x12 MT20HS
3x6
2x4
3x4
3x4
3x4
4x6
4x8
3x4
4x12
6-3-12
6-3-12
11-11-8
5-7-12
17-4-0
5-4-8
21-4-0
4-0-0
29-8-0
8-4-0
-1-6-0
1-6-0
4-11-4
4-11-4
9-0-13
4-1-9
13-4-5
4-3-8
17-4-0
3-11-11
21-4-0
4-0-0
25-4-4
4-0-4
29-8-0
4-3-12
0-4-311-0-35-2-33-11-86.00 12
4.00 12
Plate Offsets (X,Y)-- [2:0-2-10,Edge], [7:0-1-12,0-1-12], [11:0-3-0,0-1-0], [12:0-1-10,0-2-0], [13:0-6-0,0-3-11]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.77
1.00
0.83
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.81
-1.10
0.91
0.22
(loc)
14-15
14-15
16
14-15
l/defl
>435
>318
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
Weight: 162 lb FT = 0%
GRIP
220/195
165/146
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W6: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x6 DF 1800F 1.6E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-1-8 oc purlins. Except:
6-0-0 oc bracing: 10-16
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 1 Row at midpt 7-12, 10-16, 9-11
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=1587/0-5-8 (min. 0-1-10), 16=1427/0-5-8 (min. 0-1-8)
Max Horz2=249(LC 13)
Max Uplift2=-128(LC 14), 16=-86(LC 14)
Max Grav2=1662(LC 19), 16=1427(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-17=-6535/632, 3-17=-6422/647, 3-4=-6333/616, 4-5=-5631/577, 5-6=-5549/586,
6-18=-4212/482, 7-18=-4126/492, 7-19=-1698/202, 8-19=-1569/214, 8-20=-1537/222,
9-20=-1595/209, 11-16=-1427/135
BOT CHORD 2-15=-832/5938, 14-15=-796/5870, 13-14=-673/4959, 12-13=-547/3890, 11-12=-192/934
WEBS 4-15=0/262, 4-14=-626/116, 6-14=-25/618, 6-13=-1045/130, 7-13=-385/3100, 7-12=-3402/448,
8-12=-117/1068, 9-12=-55/842, 9-11=-1720/237
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 21-4-0, Exterior(2R) 21-4-0 to 24-4-0, Interior(1)
24-4-0 to 29-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
5) All plates are MT20 plates 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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Bearing at joint(s) 2, 16 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 128 lb uplift at joint 2 and 86 lb uplift at joint 16.
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
J1651-21
Truss
A08
Truss Type
HIP
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:03:53 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-ICGj88Bo9oNAzw5fi8vO1PQRU1dhdbw5TIdDfjzPASK
Scale = 1:63.1
0-1-130-1-13T2
T3
T4
B2 B3
W1
W2
W3
W4 W5
W6
W7
W8 W9
W10
BL1
W11
T1
B1
HW1
1
2
3
4
5
6
7
8 9
10
16
15
14
13
12
11
18
19
20
21
22 23
24
17
3x6
4x6
5x6
4x6
10x12 MT18HS
10x12 MT18HS
3x4
4x6
3x4
3x4
3x4
3x4
5x6
5x8
4x4
4x8
4x8
3x4
6-3-12
6-3-12
11-11-8
5-7-12
17-4-0
5-4-8
19-2-0
1-10-0
23-6-0
4-4-0
29-8-0
6-2-0
-1-6-0
1-6-0
4-11-4
4-11-4
9-0-13
4-1-9
13-4-5
4-3-8
17-4-0
3-11-11
19-2-0
1-10-0
23-6-0
4-4-0
29-8-0
6-2-0
0-4-39-9-69-11-35-2-23-11-86.00 12
4.00 12
Plate Offsets (X,Y)-- [2:0-1-8,Edge], [2:1-1-5,0-5-8], [2:0-6-4,0-0-5], [3:0-1-0,0-2-0], [6:0-1-12,0-1-8], [7:0-1-12,0-2-0], [9:0-3-0,0-1-12], [10:0-2-0,0-1-4], [11:0-1-8,0-1-8], [13:0-1-14,0-2-4],
[14:0-6-0,0-3-11], [15:0-1-12,0-1-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.98
0.84
0.85
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.91
-1.13
0.93
0.17
(loc)
15-16
15-16
17
15
l/defl
>387
>309
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT18HS
Weight: 169 lb FT = 0%
GRIP
220/195
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
T1: 2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 2400F 2.0E *Except*
B3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W6: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x6 DF 1800F 1.6E
SLIDER Left 2x4 DF No.1&Btr or 1800F 1.6E 4-9-7
BRACING-
TOP CHORD Structural wood sheathing directly applied, except
2-0-0 oc purlins (3-8-3 max.): 8-9, 11-17. Except:
6-0-0 oc bracing: 10-17
BOT CHORD Rigid ceiling directly applied or 9-1-5 oc bracing.
WEBS 1 Row at midpt 7-13, 10-17
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=1587/0-5-8 (min. 0-1-15), 17=1427/0-5-8 (min. 0-1-8)
Max Horz2=233(LC 13)
Max Uplift2=-128(LC 14), 17=-86(LC 14)
Max Grav2=2135(LC 33), 17=1945(LC 33)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-18=-8845/642, 18-19=-8724/651, 3-19=-8707/656, 3-4=-8579/631, 4-20=-7457/598,
5-20=-7374/601, 5-6=-7313/613, 6-21=-5193/497, 21-22=-5092/501, 7-22=-5055/510,
7-8=-3275/353, 8-9=-2868/325, 9-23=-1640/166, 23-24=-1727/151, 10-24=-1833/147,
11-17=-1945/138, 10-11=-1922/180
BOT CHORD 2-16=-834/8058, 15-16=-813/7972, 14-15=-694/6465, 13-14=-548/4749, 12-13=-217/1595
WEBS 4-15=-1036/117, 6-15=-25/942, 6-14=-1666/136, 7-14=-392/3960, 7-13=-3833/404,
8-13=-96/1217, 9-13=-210/1933, 9-12=-1178/168, 10-12=-149/1605
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 19-2-0, Exterior(2E) 19-2-0 to 23-6-0, Exterior(2R)
23-6-0 to 27-8-15, Interior(1) 27-8-15 to 29-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Bearing at joint(s) 2, 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 2 and 86 lb uplift at joint 17.
Continued on page 2
Job
J1651-21
Truss
A08
Truss Type
HIP
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:03:53 2022 Page 2
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-ICGj88Bo9oNAzw5fi8vO1PQRU1dhdbw5TIdDfjzPASK
NOTES-
11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
J1651-21
Truss
A09
Truss Type
HIP
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:03:55 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-FbOUZqC2gQduDEF1qZxs6qVpkrKz5V4Nxc6KkczPASI
Scale = 1:60.8
0-1-130-1-13T2
T3
T4
B2 B3
W1
W2
W3
W4
W5
W6
W7
W8
W9
W10 W11
W12
HW1
BL1
W13
T1
1
2
3
4
5
6 7 8 9
10
17
16
15
14
13
12
1119
20
21
22
23 24 25 26 27
18
6x6
4x6
5x6
6x16 MT20HS
3x4
4x6
3x4 3x4
3x4
4x8
3x4
7x10 MT20HS
4x6
4x4
4x4
4x8
4x8 3x4
3x6
6-3-12
6-3-12
11-11-8
5-7-12
16-6-0
4-6-8
17-4-0
0-10-0
21-9-0
4-5-0
26-2-0
4-5-0
29-8-0
3-6-0
-1-6-0
1-6-0
4-11-4
4-11-4
9-0-13
4-1-9
13-4-5
4-3-8
16-6-0
3-1-11
17-4-0
0-10-0
21-9-0
4-5-0
26-2-0
4-5-0
29-8-0
3-6-0
0-4-38-5-68-7-35-2-33-11-86.00 12
4.00 12
Plate Offsets (X,Y)-- [2:0-1-8,Edge], [2:1-1-12,0-5-12], [2:0-6-3,0-0-0], [3:0-0-12,0-2-0], [4:0-3-0,Edge], [5:0-1-12,0-1-8], [6:0-2-12,0-1-8], [7:0-1-12,0-1-8], [8:0-2-8,0-2-0], [9:0-3-0,0-1-12],
[10:0-4-4,0-0-12], [11:0-1-8,0-1-8], [13:0-2-0,0-1-8], [14:0-4-8,0-3-8], [16:0-1-12,0-1-8], [17:0-8-0,Edge]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.87
0.78
0.88
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.81
-1.05
0.87
0.20
(loc)
16-17
16-17
18
16-17
l/defl
>433
>335
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
Weight: 171 lb FT = 0%
GRIP
220/195
165/146
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
T1: 2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 2400F 2.0E *Except*
B3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W9: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x6 DF 1800F 1.6E
SLIDER Left 2x4 DF No.1&Btr or 1800F 1.6E 4-9-5
BRACING-
TOP CHORD Structural wood sheathing directly applied or 1-11-14 oc purlins, except
2-0-0 oc purlins (2-10-14 max.): 6-9, 11-18. Except:
6-0-0 oc bracing: 10-18
BOT CHORD Rigid ceiling directly applied or 9-1-12 oc bracing.
WEBS 1 Row at midpt 10-18
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=1587/0-5-8 (min. 0-1-15), 18=1427/0-5-8 (min. 0-1-8)
Max Horz2=215(LC 13)
Max Uplift2=-128(LC 14), 18=-86(LC 14)
Max Grav2=2122(LC 33), 18=1538(LC 33)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-19=-8427/642, 19-20=-8365/646, 3-20=-8264/657, 3-21=-7987/624, 4-21=-7856/634,
4-22=-6575/608, 5-22=-6366/615, 5-6=-4768/541, 6-23=-4115/492, 7-23=-4116/491,
7-24=-4418/541, 24-25=-4418/541, 8-25=-4418/541, 8-26=-2290/265, 26-27=-2285/265,
9-27=-2282/265, 9-10=-932/101, 11-18=-1538/138, 10-11=-1516/165
BOT CHORD 2-17=-835/7637, 16-17=-820/7267, 15-16=-693/5619, 14-15=-623/4624, 13-14=-340/2408,
12-13=-167/907
WEBS 4-17=-75/282, 4-16=-1164/119, 5-16=-33/971, 5-15=-1221/109, 6-15=-209/1849,
7-15=-1656/157, 7-14=-103/1000, 8-14=-319/2685, 8-13=-1729/242, 9-13=-225/1982,
9-12=-1277/182, 10-12=-142/1318
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 16-6-0, Exterior(2R) 16-6-0 to 20-8-15, Interior(1)
20-8-15 to 26-2-0, Exterior(2E) 26-2-0 to 29-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Bearing at joint(s) 2, 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
Continued on page 2
Job
J1651-21
Truss
A09
Truss Type
HIP
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:03:55 2022 Page 2
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-FbOUZqC2gQduDEF1qZxs6qVpkrKz5V4Nxc6KkczPASI
NOTES-
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 2 and 86 lb uplift at joint 18.
11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
J1651-21
Truss
A10
Truss Type
HIP
Qty
1
Ply
2
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:03:58 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-f93cBsFwzL?S4h_cViVZkS7Tb2P2IsBqdZL_LxzPASF
Scale = 1:57.3
0-1-130-1-13T2
T3 T4
B1
B2
B3
W2
W5
W6
W7
W8
W7
BL1
W12
W10
W9
W11
T1 W1
W3
W4
1
2
3
4
5
6 7 8 9 10 11
17
16 15 14
13
1219
20
21 22 23 24 25
18
4x6
4x4 2x4
4x6
5x6 5x8
4x12
5x6
4x8
3x4
3x4 2x4 3x12
2x4
2x4
3x4
7-3-13
7-3-13
13-10-0
6-6-3
14-11-8
1-1-8
19-8-8
4-9-0
24-3-4
4-6-12
29-8-0
5-4-12
-1-6-0
1-6-0
4-7-6
4-7-6
7-3-13
2-8-7
10-8-9
3-4-12
13-10-0
3-1-7
14-11-8
1-1-8
19-8-8
4-9-0
24-3-4
4-6-12
28-10-0
4-6-12
29-8-0
0-10-0
0-4-37-1-67-3-35-2-33-2-02-3-66.00 12
4.00 12
Plate Offsets (X,Y)-- [4:0-3-0,0-3-0], [6:0-3-0,0-0-12], [9:0-5-0,0-1-8], [12:0-7-10,0-2-0], [14:0-2-12,0-3-0], [15:0-3-0,0-2-12]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.32
0.57
0.85
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.46
-0.63
0.57
0.14
(loc)
16-17
16-17
18
16-17
l/defl
>758
>558
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 319 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
OTHERS 2x6 DF 1800F 1.6E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins, except
2-0-0 oc purlins (5-7-2 max.): 6-10, 12-18. Except:
6-0-0 oc bracing: 11-18
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 11-18
REACTIONS.(lb/size) 2=1587/0-5-8 (min. 0-1-8), 18=1423/0-5-8 (min. 0-1-8)
Max Horz2=196(LC 13)
Max Uplift2=-128(LC 14), 18=-115(LC 11)
Max Grav2=2116(LC 33), 18=1888(LC 32)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-19=-7481/643, 3-19=-7296/656, 3-4=-7184/645, 4-20=-7206/681, 5-20=-7056/687,
5-6=-5232/584, 6-7=-5966/655, 7-21=-5920/548, 21-22=-5920/548, 8-22=-5920/548,
8-23=-5920/548, 9-23=-5920/548, 12-18=-1873/138
BOT CHORD 2-17=-835/6732, 16-17=-774/5708, 15-16=-658/4925, 14-15=-739/6004, 13-14=-280/2493,
12-13=-280/2511
WEBS 4-17=-490/72, 6-16=-37/832, 6-15=-241/2614, 7-15=-757/147, 7-14=-1097/117, 8-14=-652/83,
10-12=-320/79, 9-14=-404/3854, 9-12=-3243/272, 3-17=0/481, 5-17=-55/1300, 5-16=-1045/106
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 0-7-0 oc.
Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 13-10-0, Exterior(2R) 13-10-0 to 18-0-15, Interior(1)
18-0-15 to 28-10-0, Exterior(2E) 28-10-0 to 29-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
5) Unbalanced snow loads have been considered for this design.
6) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
7) Provide adequate drainage to prevent water ponding.
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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
10) Bearing at joint(s) 2, 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 2 and 115 lb uplift at joint 18.
Continued on page 2
Job
J1651-21
Truss
A10
Truss Type
HIP
Qty
1
Ply
2
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:03:58 2022 Page 2
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-f93cBsFwzL?S4h_cViVZkS7Tb2P2IsBqdZL_LxzPASF
NOTES-
12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
13) 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
J1651-21
Truss
A11GD
Truss Type
Half Hip Girder
Qty
1
Ply
4
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:01 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-3kllquHpGGN1x9iBAq2GM5lufGNLVBgGJXZexFzPASC
Scale = 1:53.6
0-1-13T1
T2
BL1B1
B2
B3
W1
W2
W3
W4 W5
W6
W7
W6
W8
W6
W7
W6
W9 W10
W11
T3
1
2
3
4
5 6 7 8 9 10 11
19
18 17 16 15 14
13
12
21
22 23 24
25
26 27 28 29 30
31
32
20
6x6
5x8
4x8
7x10 MT20HS 7x8
3x4
3x4
2x4
3x4
7x8
2x4
2x4
4x8 5x6
4x8
3x4 4x6
4x4
6-6-2
6-6-2
11-2-0
4-7-14
12-6-4
1-4-4
15-8-12
3-2-8
18-11-4
3-2-8
22-1-12
3-2-8
25-9-2
3-7-6
29-8-0
3-10-14
-1-6-0
1-6-0
4-11-8
4-11-8
8-0-12
3-1-4
11-2-0
3-1-4
12-6-4
1-4-4
15-8-12
3-2-8
18-11-4
3-2-8
22-1-12
3-2-8
25-9-2
3-7-6
29-8-0
3-10-14
0-4-35-9-65-11-34-1-62-4-41-9-26.00 12
4.00 12
Plate Offsets (X,Y)-- [2:0-6-5,0-0-0], [8:0-3-0,0-3-0], [10:0-2-0,0-2-0], [11:0-4-0,0-2-12], [12:0-1-8,0-1-8], [13:0-2-0,0-1-12], [14:0-3-8,0-5-0], [17:0-4-12,0-4-8], [18:0-4-0,0-4-12]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.59
0.78
0.93
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.81
-1.07
0.90
0.29
(loc)
16-17
16-17
20
16-17
l/defl
>430
>326
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
Weight: 663 lb FT = 0%
GRIP
220/195
165/146
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x6 DF 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except*
W5,W9: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x6 DF 1800F 1.6E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 5-11, 12-20.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 2=3403/0-5-8 (min. 0-1-8), 20=4003/0-5-8 (min. 0-1-8)
Max Horz2=162(LC 42)
Max Uplift2=-427(LC 10), 20=-562(LC 7)
Max Grav2=3763(LC 26), 20=4654(LC 25)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-21=-16237/1855, 3-21=-16015/1869, 3-4=-16221/1902, 4-5=-18487/2274, 5-6=-22660/2824,
6-7=-22642/2822, 7-22=-21905/2779, 8-22=-21905/2779, 8-23=-21905/2779, 9-23=-21905/2779,
9-24=-17861/2272, 10-24=-17861/2272, 10-11=-6062/746, 12-20=-4654/562, 11-12=-4436/559
BOT CHORD 2-19=-1836/14865, 18-19=-2079/16353, 18-25=-2161/16931, 17-25=-2177/17029,
17-26=-3082/24099, 16-26=-3082/24099, 16-27=-3082/24099, 27-28=-3082/24099,
15-28=-3082/24099, 15-29=-2366/18089, 14-29=-2366/18090, 14-30=-844/6339,
13-30=-837/6221, 13-31=-104/296
WEBS 3-19=-404/858, 4-19=-1422/244, 4-18=-676/1265, 5-18=-316/3003, 5-17=-1094/8589,
6-17=-1023/106, 7-17=-1599/215, 7-16=-135/996, 7-15=-2708/311, 8-15=-376/68,
9-15=-530/4186, 9-14=-2178/274, 10-14=-1633/12627, 10-13=-5081/659, 11-13=-912/7238
NOTES-
1) 4-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 18-5 2x4 - 2 rows staggered at 0-4-0 oc.
Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
5) Unbalanced snow loads have been considered for this design.
6) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
7) Provide adequate drainage to prevent water ponding.
8) All plates are MT20 plates unless otherwise indicated.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
Continued on page 2
Job
J1651-21
Truss
A11GD
Truss Type
Half Hip Girder
Qty
1
Ply
4
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:01 2022 Page 2
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-3kllquHpGGN1x9iBAq2GM5lufGNLVBgGJXZexFzPASC
NOTES-
11) Bearing at joint(s) 2, 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 427 lb uplift at joint 2 and 562 lb uplift at joint 20.
13) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1345 lb down and 172 lb up at 11-2-0, 334 lb down and 75 lb up at 12-0-12, 334 lb
down and 75 lb up at 14-0-12, 334 lb down and 75 lb up at 16-0-12, 334 lb down and 75 lb up at 18-0-12, 334 lb down and 75 lb up at 20-0-12, 334 lb down and 75 lb up at 22-1-12,
349 lb down and 57 lb up at 24-0-12, and 349 lb down and 60 lb up at 26-0-12, and 349 lb down and 62 lb up at 28-0-12 on bottom chord. The design/selection of such connection
device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-5=-84, 5-11=-84, 2-17=-14, 14-17=-14, 12-14=-14
Concentrated Loads (lb)
Vert: 14=-334(F) 18=-1345(F) 25=-334(F) 26=-334(F) 27=-334(F) 28=-334(F) 29=-334(F) 30=-349(F) 31=-349(F) 32=-349(F)
Job
J1651-21
Truss
B1SG
Truss Type
Common Structural Gable
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:03 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-07sVEZJ3otdlASsaIF4kRWqIn36fyH8Zmr2l08zPASA
Scale = 1:54.3
T2 T2
B1
W2
W1
W2
W1HW1
HW1
ST7
ST5
ST6
ST4
ST3
ST2
ST1
ST5
ST6
ST4
ST3
ST2 ST1
B2
1
2
3
4
5
6
7
8
9
19 18 17
15 14
12 11 10
33 34
16
35 36
13
5x6
3x6
3x4
3x4
5x6 3x4
5x6
5x6
3x6
3x4
3x4
7-0-0
7-0-0
8-0-4
1-0-4
15-11-12
7-11-7
17-0-0
1-0-4
24-0-0
7-0-0
-1-6-0
1-6-0
6-0-7
6-0-7
12-0-0
5-11-9
17-11-9
5-11-9
24-0-0
6-0-7
25-6-0
1-6-0
0-7-38-7-30-7-38.00 12
Plate Offsets (X,Y)-- [2:0-0-9,0-1-8], [4:0-2-8,0-3-0], [5:0-2-0,0-0-4], [6:0-2-8,0-3-0], [8:0-0-9,0-1-8], [14:0-2-0,0-0-4], [15:0-3-0,0-3-0], [15:0-2-0,0-0-4]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.35
0.54
0.17
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.18
-0.26
0.02
0.03
(loc)
14-15
14-15
8
14-15
l/defl
>660
>456
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 185 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
SLIDER Left 2x4 DF Stud/Std 3-6-2, Right 2x4 DF Stud/Std 3-6-2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 7-3-8 except (jt=length) 16=0-3-8, 13=0-3-8.
(lb) - Max Horz2=-141(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 19, 10, 16, 13 except 17=-350(LC 18), 12=-340(LC 19)
Max Grav All reactions 250 lb or less at joint(s) 17, 18, 19, 12, 11, 10 except 2=834(LC 1), 8=834(LC 19), 16=650(LC
1), 13=650(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1036/64, 3-4=-829/79, 4-33=-840/108, 5-33=-727/123, 5-34=-743/124, 6-34=-855/109,
6-7=-831/80, 7-8=-1038/65
BOT CHORD 2-19=0/823, 18-19=0/823, 17-18=0/823, 16-17=0/823, 15-16=0/823, 15-35=0/564, 35-36=0/564,
14-36=0/564, 13-14=0/749, 12-13=0/749, 11-12=0/749, 10-11=0/749, 8-10=0/749
WEBS 5-14=-15/256, 6-14=-390/127, 4-15=-390/127
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 12-0-0, Exterior(2R) 12-0-0 to 15-0-0, Interior(1) 15-0-0
to 25-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End
Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
5) 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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 7.0psf.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 19, 10, 16, 13 except
(jt=lb) 17=350, 12=340.
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
J1651-21
Truss
B2
Truss Type
COMMON
Qty
9
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:04 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-UJQuSvJhZBlcocRmrycz_jNSQTUchiii?VoJYazPAS9
Scale = 1:52.0
T2 T2
B1
W2
W1
W2
W1
HW1 HW1
T1 T1
B2
1
2
3
4
5
6
7
9 8
10 11
12 13
4x6
3x6 5x6 3x4
5x6
5x6
3x6
8-0-4
8-0-4
15-11-12
7-11-7
24-0-0
8-0-4
-1-6-0
1-6-0
6-0-7
6-0-7
12-0-0
5-11-9
17-11-9
5-11-9
24-0-0
6-0-7
25-6-0
1-6-0
0-7-38-7-30-7-38.00 12
Plate Offsets (X,Y)-- [2:0-2-12,0-0-1], [3:0-3-0,0-3-4], [4:0-3-0,0-1-12], [5:0-3-0,0-3-4], [6:0-2-12,0-0-1], [9:0-3-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.43
0.43
0.27
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.14
-0.18
0.04
-0.02
(loc)
8-9
8-9
6
6-8
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 114 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=1307/0-3-8 (min. 0-1-8), 6=1307/0-3-8 (min. 0-1-8)
Max Horz2=-141(LC 10)
Max Uplift2=-113(LC 12), 6=-113(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1655/128, 3-10=-1472/161, 4-10=-1347/175, 4-11=-1347/175, 5-11=-1472/161,
5-6=-1655/128
BOT CHORD 2-9=-25/1342, 9-12=0/895, 12-13=0/895, 8-13=0/895, 6-8=-30/1255
WEBS 4-8=-58/671, 5-8=-395/131, 4-9=-58/671, 3-9=-395/131
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 12-0-0, Exterior(2R) 12-0-0 to 15-0-0, Interior(1) 15-0-0
to 25-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 7.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=113, 6=113.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
J1651-21
Truss
B3
Truss Type
Common
Qty
2
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:05 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-yW_GfFKJKUtTPm0yPg7CWxwd8tpNQ9xsE9Xs41zPAS8
Scale = 1:48.9
T2
T3
B1
W2
W1
W2
W1
HW1 HW1
T1
B2
1
2
3
4
5
6
8 7
9 10
11 12
4x6
3x6 5x6 3x4
2x4
5x6
3x6
8-0-4
8-0-4
15-11-12
7-11-7
24-0-0
8-0-4
-1-6-0
1-6-0
6-0-7
6-0-7
12-0-0
5-11-9
17-11-9
5-11-9
24-0-0
6-0-7
0-7-38-7-30-7-38.00 12
Plate Offsets (X,Y)-- [2:0-2-12,0-0-1], [3:0-3-0,0-3-0], [4:0-3-0,0-1-12], [6:0-2-12,0-0-1], [8:0-3-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.43
0.46
0.27
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.13
-0.18
0.04
0.04
(loc)
7-8
6-7
6
6-7
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 112 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=1312/0-3-8 (min. 0-1-8), 6=1156/0-3-8 (min. 0-1-8)
Max Horz2=138(LC 11)
Max Uplift2=-115(LC 12), 6=-66(LC 12)
Max Grav2=1312(LC 1), 6=1179(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1657/128, 3-9=-1470/161, 4-9=-1355/175, 4-10=-1370/183, 5-10=-1486/162,
5-6=-1672/136
BOT CHORD 2-8=-54/1334, 8-11=0/904, 11-12=0/904, 7-12=0/904, 6-7=-51/1259
WEBS 4-7=-54/676, 5-7=-383/125, 4-8=-48/650, 3-8=-370/123
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 12-0-0, Exterior(2R) 12-0-0 to 15-0-0, Interior(1) 15-0-0
to 23-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 7.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 2=115.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
J1651-21
Truss
B4
Truss Type
HIP
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:06 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-QiYetbLx5o?K1wb9zNeR38SnMHBf9Z3?SpHPdTzPAS7
Scale = 1:54.4
0-1-130-1-13T2
T3
T4
B1
W1 W2
W3
W3
W2 W1
HW1 HW1
T1
B2
1
2
3
4 5
6
7
12 11 10 9 8
13
14 15
16
5x6
4x8
4x6
3x4 2x4 3x4
3x4
3x4
2x4
4x6
5-9-9
5-9-9
11-10-8
6-0-15
12-1-8
0-3-0
18-2-7
6-0-15
24-0-0
5-9-9
-1-6-0
1-6-0
5-9-9
5-9-9
11-10-8
6-0-15
12-1-8
0-3-0
18-2-7
6-0-15
24-0-0
5-9-9
0-7-38-4-68-6-30-7-38-4-68.00 12
Plate Offsets (X,Y)-- [3:0-3-0,0-3-4], [4:0-4-0,0-1-12], [6:0-1-12,0-1-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.46
0.33
0.47
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.06
-0.09
0.04
0.02
(loc)
7-8
10-12
7
7-8
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 126 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-9-7 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 4-5.
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=1312/0-3-8 (min. 0-1-8), 7=1156/0-3-8 (min. 0-1-8)
Max Horz2=136(LC 11)
Max Uplift2=-115(LC 12), 7=-66(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-13=-1689/80, 3-13=-1434/106, 3-14=-1187/108, 4-14=-1035/133, 4-5=-859/140,
5-15=-1034/133, 6-15=-1189/108, 6-16=-1460/114, 7-16=-1713/99
BOT CHORD 2-12=-28/1259, 11-12=-28/1258, 10-11=-28/1258, 9-10=0/859, 8-9=-38/1286, 7-8=-38/1286
WEBS 3-10=-483/87, 4-10=-31/334, 5-9=-33/323, 6-9=-513/98
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 11-10-8, Exterior(2E) 11-10-8 to 12-1-8, Exterior(2R)
12-1-8 to 16-4-7, Interior(1) 16-4-7 to 23-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 7 except (jt=lb) 2=115.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
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
J1651-21
Truss
B5
Truss Type
Roof Special
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:07 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-uu604xMas67Bf4ALX59gbM?_PgWqu418hT0z9vzPAS6
Scale = 1:45.0
0-1-130-1-13T1
T2
T3
B1
W1
W2 W3 W4
W5 W6
HW1 HW1
B2
1
2
3
4 5
6
7
11 10 9 8
12
13
14 15
16
17
4x6
5x14
4x6 3x4 4x8
2x4
4x6
3x4
2x4
3x6
9-10-8
9-10-8
13-6-8
3-8-0
18-10-9
5-4-1
24-0-0
5-1-7
-1-6-0
1-6-0
4-11-11
4-11-11
9-10-8
4-10-13
13-6-8
3-8-0
13-10-0
0-3-8
18-10-9
5-0-9
24-0-0
5-1-7
0-7-37-0-67-4-80-7-37-0-68.00 12
Plate Offsets (X,Y)-- [4:0-3-0,0-1-12], [5:0-3-8,0-3-0], [6:0-1-12,0-1-8], [7:0-3-0,0-0-1], [9:0-2-4,0-2-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.38
0.40
0.24
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.17
-0.30
0.04
0.02
(loc)
2-10
2-10
7
10
l/defl
>999
>936
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 133 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W4: 2x8 DF SS
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-10-4 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 4-5.
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=1312/0-3-8 (min. 0-1-8), 7=1156/0-3-8 (min. 0-1-8)
Max Horz2=115(LC 11)
Max Uplift2=-115(LC 12), 7=-66(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-12=-1660/106, 3-12=-1557/127, 3-13=-1326/99, 4-13=-1206/120, 4-14=-1001/132,
14-15=-1002/132, 5-15=-1005/132, 5-16=-1180/132, 6-16=-1296/112, 6-17=-1574/112,
7-17=-1725/98
BOT CHORD 2-11=-70/1248, 10-11=-70/1248, 9-10=0/1010, 8-9=-40/1297, 7-8=-40/1297
WEBS 3-10=-294/90, 4-10=0/304, 6-9=-356/71
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 9-10-8, Exterior(2E) 9-10-8 to 13-10-2, Exterior(2R)
13-10-2 to 18-1-1, Interior(1) 18-1-1 to 23-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 7 except (jt=lb) 2=115.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
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
J1651-21
Truss
B6
Truss Type
ROOF SPECIAL
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:08 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-M5gOIHNCcPF2GElX4ogv8ZY0i4pAdTZIw7mWhLzPAS5
Scale = 1:47.0
0-1-130-1-13T1
T2
T3
T4
B1
W1 W2 W3 W4
W5
W6 W7
HW1 HW1B2
1
2
3
4
5
6
7
12 11 10 9 8
13
14
15
16
5x6 5x6
4x4
4x6
5x6 3x4 4x8
3x4
2x4
3x6
7-10-8
7-10-8
11-6-8
3-8-0
13-10-0
2-3-8
18-10-9
5-0-9
24-0-0
5-1-7
-1-6-0
1-6-0
7-10-8
7-10-8
11-6-8
3-8-0
13-10-0
2-3-8
18-10-9
5-0-9
24-0-0
5-1-7
0-7-35-8-67-4-80-7-35-8-68.00 12
Plate Offsets (X,Y)-- [3:0-3-0,0-2-0], [4:0-1-4,0-2-4], [6:0-1-12,0-1-8], [7:0-3-0,0-0-1], [11:0-2-12,0-0-4]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.92
0.52
0.47
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.17
-0.26
0.04
0.06
(loc)
2-12
2-12
7
2-12
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 127 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied, except
2-0-0 oc purlins (5-8-8 max.): 3-4.
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=1312/0-3-8 (min. 0-1-8), 7=1156/0-3-8 (min. 0-1-8)
Max Horz2=119(LC 11)
Max Uplift2=-115(LC 12), 7=-66(LC 12)
Max Grav2=1312(LC 1), 7=1160(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-13=-1615/114, 3-13=-1412/131, 3-14=-1244/157, 4-14=-1244/157, 4-5=-1194/166,
5-15=-1154/155, 6-15=-1286/136, 6-7=-1724/135
BOT CHORD 2-16=-37/1241, 12-16=-37/1241, 11-12=-38/1232, 10-11=-38/1232, 9-10=-33/1275,
8-9=-60/1298, 7-8=-60/1298
WEBS 3-12=0/315, 4-9=-741/101, 5-9=-108/1046, 6-9=-450/88
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 7-10-8, Exterior(2R) 7-10-8 to 10-10-8, Interior(1)
10-10-8 to 13-10-0, Exterior(2R) 13-10-0 to 16-10-0, Interior(1) 16-10-0 to 23-10-4 zone; cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 7.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 2=115.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
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
J1651-21
Truss
B7
Truss Type
Roof Special
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:10 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-ITo9izOS81WmWXuwCDjND_dTKuZy5M_bNRFdmEzPAS3
Scale = 1:47.3
0-1-130-1-13T1
T2
T3
T4
B1
W1 W2 W3 W4
W5
W6 W7
HW1 HW1B2
1
2
3
4
5
6
7
12 11 10 9 8
13
14
15 165x6 5x6
4x4
4x6 3x4 2x4 3x4 4x8
3x4
2x4
3x6
5-10-8
5-10-8
9-6-8
3-8-0
13-10-0
4-3-8
18-10-9
5-0-9
24-0-0
5-1-7
-1-6-0
1-6-0
5-10-8
5-10-8
9-6-8
3-8-0
13-10-0
4-3-8
18-10-9
5-0-9
24-0-0
5-1-7
0-7-34-4-67-4-80-7-34-4-68.00 12
Plate Offsets (X,Y)-- [3:0-3-0,0-2-0], [4:0-1-4,0-2-4], [5:0-2-0,0-2-8], [6:0-1-12,0-1-8], [7:0-3-0,0-0-1]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.46
0.30
0.54
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.08
-0.11
0.05
0.03
(loc)
9-10
9-10
7
10
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 122 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-9-3 oc purlins, except
2-0-0 oc purlins (5-0-6 max.): 3-4.
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=1312/0-3-8 (min. 0-1-8), 7=1156/0-3-8 (min. 0-1-8)
Max Horz2=119(LC 11)
Max Uplift2=-115(LC 12), 7=-66(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-13=-1692/117, 3-13=-1554/131, 3-14=-1602/166, 4-14=-1602/166, 4-15=-1263/141,
5-15=-1081/155, 5-16=-1170/156, 6-16=-1289/135, 6-7=-1720/135
BOT CHORD 2-12=-65/1261, 11-12=-66/1257, 10-11=-66/1257, 9-10=-77/1590, 8-9=-58/1292, 7-8=-58/1292
WEBS 3-10=-38/509, 4-10=-336/58, 4-9=-856/108, 5-9=-78/893, 6-9=-394/81
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 5-10-8, Exterior(2R) 5-10-8 to 8-10-8, Interior(1) 8-10-8
to 13-10-0, Exterior(2R) 13-10-0 to 16-10-0, Interior(1) 16-10-0 to 23-10-4 zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 7 except (jt=lb) 2=115.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
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
J1651-21
Truss
B8
Truss Type
Roof Special
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:11 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-ngLXwIP4vKec7hT6mwEcmC9f3IuMqq2kc5_AIgzPAS2
Scale = 1:50.0
0-1-130-1-13T1
T2
T3
T4
B1
W1 W2 W3
W4
W5
W6 W7
HW1 HW1B2
1
2
3
4
5
6
7
12 11
10 9 8
13
14
15 16
4x6
4x8
4x6
4x6
3x4 2x4
3x4
4x8
3x4
2x4
3x6
3-10-8
3-10-8
7-6-8
3-8-0
13-10-0
6-3-8
18-10-9
5-0-9
24-0-0
5-1-7
-1-6-0
1-6-0
3-10-8
3-10-8
7-6-8
3-8-0
13-10-0
6-3-8
18-10-9
5-0-9
24-0-0
5-1-7
0-7-33-0-67-4-80-7-33-0-68.00 12
Plate Offsets (X,Y)-- [3:0-3-0,0-1-0], [4:0-2-12,0-2-4], [6:0-1-12,0-1-8], [7:0-3-0,0-0-1], [11:0-1-12,0-1-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.40
0.36
0.49
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.11
-0.16
0.05
0.04
(loc)
9-11
9-11
7
9-11
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 119 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, except
2-0-0 oc purlins (4-3-9 max.): 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-9
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=1312/0-3-8 (min. 0-1-8), 7=1156/0-3-8 (min. 0-1-8)
Max Horz2=119(LC 11)
Max Uplift2=-115(LC 12), 7=-66(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-13=-1718/106, 3-13=-1617/123, 3-14=-2187/195, 4-14=-2187/195, 4-15=-1335/130,
5-15=-1180/146, 5-16=-1083/152, 6-16=-1295/131, 6-7=-1715/132
BOT CHORD 2-12=-72/1293, 11-12=-73/1291, 10-11=-132/2156, 9-10=-132/2156, 8-9=-55/1285,
7-8=-55/1285
WEBS 3-11=-97/1111, 4-11=-593/103, 4-9=-1278/145, 5-9=-52/821, 6-9=-367/77
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 3-10-8, Exterior(2R) 3-10-8 to 6-10-8, Interior(1) 6-10-8
to 13-10-0, Exterior(2R) 13-10-0 to 16-10-0, Interior(1) 16-10-0 to 23-10-4 zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 7 except (jt=lb) 2=115.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
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
J1651-21
Truss
B9GD
Truss Type
Roof Special Girder
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:12 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-Fsvv7eQigemTlr2IJelrIPiqIhBIZ9yurlkkq7zPAS1
Scale = 1:47.3
0-1-130-1-13T1
T2
T3
T4
B1
W1
W2
W3
W4
W5 W6
W7
W8 W9
HW1B2
1
2
3
4
5
6
7
8
14 13
12 11 10 9
15
5x8 5x8
4x4
3x6 4x6 2x4 4x8 3x4
3x4
4x8
3x4
2x4
3x6
1-10-8
1-10-8
5-6-8
3-8-0
9-5-10
3-11-2
13-10-0
4-4-7
18-9-1
4-11-1
24-0-0
5-2-15
-1-6-0
1-6-0
1-10-8
1-10-8
5-6-8
3-8-0
9-5-10
3-11-2
13-10-0
4-4-7
18-9-1
4-11-1
24-0-0
5-2-15
0-7-31-8-67-4-80-7-31-8-68.00 12
Plate Offsets (X,Y)-- [2:0-2-12,0-0-1], [3:0-5-12,0-1-12], [4:0-3-0,0-2-4], [5:0-1-12,0-1-8], [6:0-2-0,0-2-8], [7:0-1-12,0-1-8], [8:0-3-0,0-0-1], [13:0-2-0,0-2-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.43
0.57
0.96
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.17
-0.24
0.06
0.06
(loc)
11-13
11-13
8
11-13
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 124 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-7-0 oc purlins, except
2-0-0 oc purlins (3-6-7 max.): 3-4.
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=1293/0-3-8 (min. 0-1-8), 8=1155/0-3-8 (min. 0-1-8)
Max Horz2=119(LC 26)
Max Uplift2=-129(LC 8), 8=-67(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1664/86, 3-4=-3258/209, 4-5=-1995/144, 5-6=-1261/136, 6-7=-1282/135, 7-8=-1714/114
BOT CHORD 2-14=-42/1250, 14-15=-46/1248, 13-15=-46/1248, 12-13=-167/3182, 11-12=-167/3182,
10-11=-50/1600, 9-10=-41/1286, 8-9=-41/1286
WEBS 3-13=-159/2174, 4-13=-780/93, 4-11=-1689/126, 5-11=-13/675, 5-10=-872/98, 6-10=-73/901,
7-10=-401/79
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 8 except (jt=lb) 2=129.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 84 lb down and 124 lb up at 1-10-8 on top
chord, and 4 lb down at 1-10-8, and 4 lb down at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
11) 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=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-84, 3-4=-84, 4-6=-84, 6-8=-84, 2-8=-14
Continued on page 2
Job
J1651-21
Truss
B9GD
Truss Type
Roof Special Girder
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:12 2022 Page 2
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-Fsvv7eQigemTlr2IJelrIPiqIhBIZ9yurlkkq7zPAS1
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 3=20(B)
Job
J1651-21
Truss
C1SG
Truss Type
GABLE
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:13 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-j2THL_QLRyuKN?dVtLG4rdF?l5aSIgh13PTHNZzPAS0
Scale = 1:53.0
T1
T2
B1
W3
W4
W5 W6W1
W2
HW2
T3
B2
ST1
ST2
ST3
ST4
ST5
ST6
ST7
ST8
1
2
3
4
5
6
7
11 10 9 8
25 26
27 28
4x6
5x6
5x8
3x4
3x4
3x6
3x6
8-8-14
8-8-14
10-7-4
1-10-6
15-3-7
4-8-3
21-1-0
5-9-9
-1-6-0
1-6-0
4-6-3
4-6-3
8-8-14
4-2-11
15-3-7
6-6-9
21-1-0
5-9-9
22-7-0
1-6-0
3-0-08-9-150-7-38.00 12
Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [5:0-3-0,0-3-0], [6:0-2-12,0-0-1], [10:0-4-0,0-3-0], [11:Edge,0-1-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.39
0.38
0.74
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.15
-0.23
0.02
0.02
(loc)
10-11
10-11
6
10-11
l/defl
>853
>563
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 151 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
WEDGE
Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-5-3 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) 11=1115/0-3-8 (min. 0-1-8), 6=1113/0-3-8 (min. 0-1-8), 9=100/0-3-8 (min. 0-1-8)
Max Horz11=-179(LC 10)
Max Uplift11=-99(LC 12), 6=-107(LC 12), 9=-3(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-25=-781/113, 4-25=-638/131, 4-26=-717/129, 5-26=-846/115, 5-6=-1341/103, 2-11=-382/128
BOT CHORD 11-27=0/644, 27-28=0/644, 10-28=0/644, 9-10=-7/995, 8-9=-7/995, 6-8=-6/997
WEBS 4-10=-40/415, 5-10=-524/103, 3-11=-839/66
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 8-8-14, Exterior(2R) 8-8-14 to 11-8-14, Interior(1)
11-8-14 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
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End
Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
5) 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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 7.0psf.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 9 except (jt=lb) 6=107.
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
J1651-21
Truss
C2
Truss Type
COMMON
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:14 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-BE1gYKRzCF0B_9ChR3nJOqnAnVvE15IAI3Dqv?zPAS?
Scale = 1:53.0
T1
T2
B1
W3
W4
W5 W6W1
W2
HW2
T3
B2
1
2
3
4
5
6
7
10 9 8
11 12
13 14
4x4
5x6
5x8
3x4
2x4
3x4
4x4
3x6
8-8-14
8-8-14
15-3-7
6-6-9
21-1-0
5-9-9
-1-6-0
1-6-0
4-6-3
4-6-3
8-8-14
4-2-11
15-3-7
6-6-9
21-1-0
5-9-9
22-7-0
1-6-0
3-0-08-9-150-7-38.00 12
Plate Offsets (X,Y)-- [5:0-3-0,0-3-4], [6:0-2-12,0-0-1], [9:0-4-0,0-3-0], [10:0-1-8,0-2-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.43
0.41
0.84
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.20
-0.29
0.03
-0.01
(loc)
9-10
9-10
6
6-8
l/defl
>999
>868
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 117 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEDGE
Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-1-13 oc purlins, except end
verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 10=1164/0-3-8 (min. 0-1-8), 6=1164/0-3-8 (min. 0-1-8)
Max Horz10=-179(LC 10)
Max Uplift10=-101(LC 12), 6=-108(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-11=-840/116, 4-11=-753/134, 4-12=-767/131, 5-12=-905/117, 5-6=-1442/109, 2-10=-346/133
BOT CHORD 10-13=0/675, 13-14=0/675, 9-14=0/675, 8-9=-12/1063, 6-8=-12/1064
WEBS 4-9=-54/507, 5-9=-560/112, 3-10=-958/58
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 8-8-14, Exterior(2R) 8-8-14 to 11-8-14, Interior(1)
11-8-14 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
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 7.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=101, 6=108.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
J1651-21
Truss
CJ-02
Truss Type
Diagonal Hip Girder
Qty
2
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:16 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-7d9Qz0TDktGvESM4YUpnTFtNUJUUV09TmNixyuzPARz
Scale = 1:33.5
T2
W5
B1
W1 W2
W3 W4
HW1
T1
1
2
3
4
5
8 7 6
9
10
11
12
13
14
15
16 17 18 19 20 21
5x6
3x4
3x6 5x6 2x4 3x4
3x4
0-0-8
0-0-8
4-3-11
4-3-3
8-7-1
4-3-7
13-2-0
4-6-15
-2-6-0
2-6-0
4-3-11
4-3-11
8-7-1
4-3-7
13-2-0
4-6-15
0-7-35-10-64.80 12
Plate Offsets (X,Y)-- [2:Edge,0-0-4], [3:0-3-0,0-3-0], [5:0-0-13,0-1-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.93
0.81
0.82
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.06
-0.09
0.02
0.02
(loc)
6-7
6-7
6
6-7
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 69 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
T1: 2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF 2400F 2.0E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins, except end
verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 6=1300/Mechanical, 2=1152/0-8-3 (min. 0-1-8)
Max Horz2=159(LC 32)
Max Uplift6=-165(LC 7), 2=-173(LC 10)
Max Grav6=1358(LC 15), 2=1171(LC 15)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-9=-1571/106, 9-10=-1527/100, 3-10=-1445/106, 3-11=-1279/136, 11-12=-1194/139,
4-12=-1140/119, 5-6=-314/83
BOT CHORD 2-16=-181/1334, 16-17=-181/1334, 8-17=-181/1334, 8-18=-183/1335, 7-18=-183/1335,
7-19=-152/1103, 19-20=-152/1103, 20-21=-152/1103, 6-21=-152/1103
WEBS 3-7=-259/156, 4-7=0/532, 4-6=-1374/153
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
5) This truss has been designed for a 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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=165, 2=173.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 lb down and 169 lb up at 1-9-14, 80 lb
down and 26 lb up at 3-3-4, 45 lb down and 24 lb up at 4-3-14, 284 lb down and 71 lb up at 6-7-4, 87 lb down and 56 lb up at 6-9-14, 159 lb
down and 82 lb up at 9-3-14, and 145 lb down and 46 lb up at 9-11-4, and 223 lb down and 101 lb up at 11-9-14 on top chord, and at 1-9-14,
7 lb down at 3-3-4, 6 lb down at 4-3-14, 37 lb down at 6-7-4, 24 lb down at 6-9-14, 49 lb down at 9-3-14, and 366 lb down and 36 lb up at
9-11-4, and 74 lb down at 11-9-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
11) 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
Continued on page 2
Job
J1651-21
Truss
CJ-02
Truss Type
Diagonal Hip Girder
Qty
2
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:16 2022 Page 2
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-7d9Qz0TDktGvESM4YUpnTFtNUJUUV09TmNixyuzPARz
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-5=-84, 2-6=-14
Concentrated Loads (lb)
Vert: 9=28(F) 12=-228(F=-26, B=-202) 13=-98(F) 14=-64(B) 15=-163(F) 18=-25(F=-10, B=-15) 19=-20(F) 20=-366(B) 21=-30(F)
Job
J1651-21
Truss
CJ-03
Truss Type
DIAGONAL HIP GIRDER
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:18 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-30GAOiUTGUWdTmVSgusFYgykb6C7zz?mDhB21mzPARx
Scale: 3/8"=1'
T2
BL1
B1
B2
W1
W2
W3
W4
T1
HW1
1
2
3
4
5
6
9
8
7
10
11
12
13
14
15
16
17
18
19
20
21
5x6
3x4
6x12
4x4
4x4
5x6
3x4
3x4
5x6
3-6-12
3-6-12
6-10-0
3-3-4
9-10-4
3-0-4
13-2-0
3-3-12
-2-6-0
2-6-0
3-6-12
3-6-12
6-10-0
3-3-4
9-10-4
3-0-4
13-2-0
3-3-12
0-7-35-10-62-4-93-6-111-7-54.80 12
3.60 12
3.20 12
Plate Offsets (X,Y)-- [2:0-4-12,0-4-1], [5:0-3-0,0-3-0], [7:0-3-1,0-2-8], [9:0-2-12,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.89
0.67
0.54
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.20
-0.26
0.07
0.06
(loc)
9
2-9
7
9
l/defl
>784
>591
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 63 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
SLIDER Left 2x6 DF 1800F 1.6E 4-2-0
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-11-13 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=1130/0-7-3 (min. 0-1-8), 7=1317/Mechanical
Max Horz2=119(LC 7)
Max Uplift2=-153(LC 10), 7=-149(LC 7)
Max Grav2=1147(LC 15), 7=1368(LC 15)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-10=-3600/312, 10-11=-3487/313, 3-11=-3468/312, 3-12=-3462/315, 12-13=-3404/317,
13-14=-3374/321, 4-14=-3302/306, 4-15=-2409/232, 5-15=-2284/226
BOT CHORD 2-17=-367/3246, 17-18=-360/3256, 18-19=-359/3260, 9-19=-353/3266, 9-20=-367/3222,
8-20=-358/3239, 8-21=-253/2235, 7-21=-244/2255
WEBS 4-9=0/264, 4-8=-914/116, 5-8=-35/815, 5-7=-2126/233
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
5) This truss has been designed for a 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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Bearing at joint(s) 2 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 100 lb uplift at joint(s) except (jt=lb) 2=153, 7=149.
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 37 lb down and 162 lb up at 1-9-14, 68 lb
down and 26 lb up at 3-3-4, 42 lb down and 27 lb up at 4-3-14, 284 lb down and 72 lb up at 6-7-4, 86 lb down and 55 lb up at 6-9-14, 148 lb
down and 75 lb up at 9-3-14, and 165 lb down and 50 lb up at 9-11-4, and 208 lb down and 90 lb up at 11-9-14 on top chord, and 6 lb down at
3-3-4, 8 lb down and 7 lb up at 4-3-14, 37 lb down at 6-10-0, 18 lb down and 16 lb up at 6-10-0, 42 lb down at 9-3-14, 338 lb down and 35 lb
up at 9-11-4, and 67 lb down at 11-9-14, and 9 lb down and 31 lb up at 1-9-14 on bottom chord. The design/selection of such connection
device(s) is the responsibility of others.
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) StandardContinued on page 2
Job
J1651-21
Truss
CJ-03
Truss Type
DIAGONAL HIP GIRDER
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:18 2022 Page 2
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-30GAOiUTGUWdTmVSgusFYgykb6C7zz?mDhB21mzPARx
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-6=-84, 2-7=-14
Concentrated Loads (lb)
Vert: 5=-83(B) 9=-26(F=-11, B=-15) 8=-338(B) 10=27(F) 14=-227(F=-25, B=-202) 15=-87(F) 16=-148(F) 19=7(F) 20=-31(F) 21=-51(F)
Job
J1651-21
Truss
CJ-04
Truss Type
Jack-Open
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:19 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-YCqYb1V51oeU5w4fEcNU5uVzWWiKiYhvSLwbZDzPARw
Scale = 1:12.9
T1
B1
HW1
1
2
3
4
4x4
2-7-1
2-7-1
-2-1-7
2-1-7
2-7-1
2-7-1
0-7-31-9-135.66 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.63
0.03
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.00
-0.00
-0.00
0.00
(loc)
2-4
2-4
3
2
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 12 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-7-1 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 3=-3/Mechanical, 2=415/0-4-9 (min. 0-1-8), 4=16/Mechanical
Max Horz2=59(LC 14)
Max Uplift3=-169(LC 18), 2=-92(LC 14)
Max Grav3=11(LC 10), 2=642(LC 19), 4=40(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Corner(3) -2-2-3 to 2-0-11, Exterior(2R) 2-0-11 to 2-6-5 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
5) This truss has been designed for a 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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 3=169.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
J1651-21
Truss
D1G
Truss Type
Common Supported Gable
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:20 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-0OOxpNWko5mLj4frnJujd51Dqw0jR?M3g?g95fzPARv
Scale: 1/2"=1'
T1 T1
B1
ST3
ST2
ST1
ST2
ST1
HW1
1
2
3
4
5
6
7
8
9
14 13 12 11 10
15
16
4x4
5x6 5x6
10-0-0
10-0-0
-1-6-0
1-6-0
5-0-0
5-0-0
10-0-0
5-0-0
11-6-0
1-6-0
0-7-33-11-30-7-38.00 12
Plate Offsets (X,Y)-- [2:Edge,0-2-4], [8:Edge,0-2-4]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.27
0.15
0.04
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
-0.00
0.00
(loc)
8
9
8
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 48 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 10-0-0.
(lb) - Max Horz2=-69(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 11 except 14=-201(LC 16), 10=-201(LC 16)
Max Grav All reactions 250 lb or less at joint(s) 12, 13, 14, 11, 10 except 2=474(LC 16), 8=474(LC 16)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Corner(3E) -1-7-0 to 1-5-0, Exterior(2N) 1-5-0 to 5-0-0, Corner(3R) 5-0-0 to 8-0-0, Exterior(2N) 8-0-0 to
11-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End
Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 13, 11 except (jt=lb)
14=201, 10=201.
11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 8.
12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
J1651-21
Truss
E1SG
Truss Type
Common Structural Gable
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:21 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-UbyJ0jXMZPuCKDE1L1PyAJaIfKMXARdCvfPie5zPARu
Scale = 1:39.2
T1 T1
B1
W3
W1
W2
W1
W2
ST3
ST4
ST1
ST2
ST3
ST4
ST1
ST2
1
2
3
4
5
8 7 6
21 22
4x4
4x8
4x4 4x4
5-4-8
5-4-8
10-9-0
5-4-8
-1-6-0
1-6-0
5-4-8
5-4-8
10-9-0
5-4-8
12-3-0
1-6-0
3-0-06-7-03-0-08.00 12
Plate Offsets (X,Y)-- [2:0-1-0,0-1-8], [3:0-1-4,0-2-0], [4:0-1-0,0-1-8], [9:0-1-15,0-1-0], [12:0-1-15,0-1-0], [17:0-1-15,0-1-0], [20:0-1-15,0-1-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.65
0.11
0.10
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.02
-0.00
0.00
(loc)
7-8
7-8
6
7-8
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 88 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
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) 8=658/0-3-8 (min. 0-1-8), 6=658/0-3-8 (min. 0-1-8)
Max Horz8=-143(LC 10)
Max Uplift8=-74(LC 12), 6=-74(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-21=-396/95, 3-21=-277/109, 3-22=-277/109, 4-22=-396/95, 2-8=-620/179, 4-6=-620/179
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 5-4-8, Exterior(2R) 5-4-8 to 8-4-8, Interior(1) 8-4-8 to
12-4-0 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
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End
Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
5) 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 3-6-0 tall by 2-0-0 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) 8, 6.
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
J1651-21
Truss
J1
Truss Type
Jack-Open
Qty
2
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:22 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-ynWhE3X_Jj03yNpDvkwBiW7Z3jjRvvRM8I9FAYzPARt
Scale = 1:10.7
T1
B1
HW1
1
2
3
44x4
1-1-2
1-1-2
-1-6-0
1-6-0
1-1-2
1-1-2
0-7-31-3-150-10-111-3-158.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.29
0.01
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.00
-0.00
-0.00
0.00
(loc)
2
2
3
2
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 7 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 1-1-2 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 3=-64/Mechanical, 2=295/0-5-8 (min. 0-1-8), 4=7/Mechanical
Max Horz2=49(LC 12)
Max Uplift3=-190(LC 16), 2=-77(LC 12)
Max Grav3=25(LC 12), 2=462(LC 16), 4=18(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 2 except (jt=lb) 3=190.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
J1651-21
Truss
J1B
Truss Type
Jack-Open
Qty
2
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:23 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-Qz43RPYc408vaXOQTSRQFkfkc73yeMgVNyupi_zPARs
Scale = 1:13.4
T1
B1
1
2
5
6
3
4
2x4
3-1-12
3-1-12
-1-6-0
1-6-0
3-1-12
3-1-12
0-4-31-11-11-6-61-11-16.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.30
0.05
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.00
-0.01
-0.00
0.00
(loc)
2-4
2-4
3
2
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 11 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 3=82/Mechanical, 2=330/0-3-8 (min. 0-1-8), 4=21/Mechanical
Max Horz2=61(LC 14)
Max Uplift3=-56(LC 18), 2=-59(LC 14)
Max Grav3=129(LC 19), 2=509(LC 19), 4=50(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 3-1-0 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
5) This truss has been designed for a 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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
J1651-21
Truss
J2
Truss Type
Jack-Open
Qty
2
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:24 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-uAeRflZErKGmBhzc09zfoxCuTXPWNpwfbceMEQzPARr
Scale = 1:15.7
T1
B1
HW1
1
2
5
3
4
4x4
2-7-2
2-7-2
-1-6-0
1-6-0
2-7-2
2-7-2
0-7-32-3-150-5-31-10-112-3-158.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.36
0.03
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.00
-0.00
-0.00
0.00
(loc)
2-4
2-4
3
2
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 11 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 3=37/Mechanical, 2=325/0-5-8 (min. 0-1-8), 4=16/Mechanical
Max Horz2=71(LC 12)
Max Uplift3=-93(LC 16), 2=-57(LC 12)
Max Grav3=39(LC 18), 2=421(LC 16), 4=39(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 2-6-6 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 3, 2.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
J1651-21
Truss
J2B
Truss Type
Jack-Open
Qty
2
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:24 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-uAeRflZErKGmBhzc09zfoxCotXMsNpwfbceMEQzPARr
Scale = 1:19.9
T1
B1
1
2
5
6
3
42x4
5-9-12
5-9-12
-1-6-0
1-6-0
5-9-12
5-9-12
0-4-33-3-12-10-63-3-16.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.71
0.20
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.05
-0.08
-0.00
0.00
(loc)
2-4
2-4
3
2
l/defl
>999
>799
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 19 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-9-12 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 3=207/Mechanical, 2=446/0-5-8 (min. 0-1-8), 4=39/Mechanical
Max Horz2=91(LC 14)
Max Uplift3=-47(LC 14), 2=-54(LC 14)
Max Grav3=342(LC 19), 2=645(LC 19), 4=94(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 5-9-0 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
5) This truss has been designed for a 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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
J1651-21
Truss
J3
Truss Type
Jack-Open
Qty
2
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:25 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-MMCqs5ascePdprYoasUuK8l3jxkm6GAoqGNwnszPARq
Scale = 1:20.6
T1
B1
HW1
1
2
5
3
44x4
4-1-2
4-1-2
-1-6-0
1-6-0
4-1-2
4-1-2
0-7-33-3-152-10-113-3-158.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.32
0.09
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.02
-0.00
0.00
(loc)
2-4
2-4
3
2
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 16 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-1-2 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 3=131/Mechanical, 2=368/0-3-8 (min. 0-1-8), 4=27/Mechanical
Max Horz2=93(LC 12)
Max Uplift3=-41(LC 12), 2=-42(LC 12)
Max Grav3=131(LC 1), 2=379(LC 16), 4=66(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 4-0-6 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 3, 2.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
J1651-21
Truss
J3B
Truss Type
Jack-Open
Qty
2
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:26 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-qYlC3RaUNxXUR?7?8a?7tMHFaL1UrfIx3w7TJJzPARp
Scale = 1:26.3
T1
B1
W1 W2
1
2
3
7 6
8
9
10
4
53x4
3x4
2x4 3x4
4-6-12
4-6-12
8-5-12
3-11-1
-1-6-0
1-6-0
4-6-12
4-6-12
8-5-12
3-11-1
0-4-34-7-14-2-64-7-16.00 12
Plate Offsets (X,Y)-- [6:0-0-14,0-1-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.32
0.32
0.26
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.03
-0.04
0.01
0.01
(loc)
6-7
6-7
5
6-7
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 35 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 4=127/Mechanical, 2=564/0-3-8 (min. 0-1-8), 5=264/Mechanical
Max Horz2=121(LC 14)
Max Uplift4=-30(LC 14), 2=-49(LC 14), 5=-13(LC 14)
Max Grav4=202(LC 19), 2=697(LC 19), 5=389(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-8=-799/5, 8-9=-734/6, 9-10=-704/16, 3-10=-562/17
BOT CHORD 2-7=-133/623, 6-7=-133/623
WEBS 3-6=-750/160
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 8-5-0 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
5) This truss has been designed for a 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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 5.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
J1651-21
Truss
J4
Truss Type
Jack-Open
Qty
2
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:27 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-JlJaHnb78FfL28iBiHWMPZqOvkOkaAg5Has0rlzPARo
Scale = 1:25.4
T1
B1
HW1
1
2
5
3
44x4
5-7-2
5-7-2
-1-6-0
1-6-0
5-7-2
5-7-2
0-7-34-3-150-5-33-10-114-3-158.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.41
0.19
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.04
-0.08
-0.00
0.00
(loc)
2-4
2-4
3
2
l/defl
>999
>861
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 20 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 3=203/Mechanical, 2=432/0-3-8 (min. 0-1-8), 4=38/Mechanical
Max Horz2=116(LC 12)
Max Uplift3=-62(LC 12), 2=-36(LC 12)
Max Grav3=203(LC 1), 2=432(LC 1), 4=92(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 5-6-6 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 3, 2.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
J1651-21
Truss
J5
Truss Type
Jack-Open
Qty
2
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:28 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-nxtyU6clvZnCgIGNF?1bynNUi8i?JdwEWEcaNBzPARn
Scale = 1:30.1
T1
B1
HW1
1
2
5
6
3
44x4
7-1-2
7-1-2
-1-6-0
1-6-0
7-1-2
7-1-2
0-7-35-3-154-10-115-3-158.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.72
0.32
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.11
-0.19
-0.00
0.00
(loc)
2-4
2-4
3
2
l/defl
>727
>427
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 24 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 3=265/Mechanical, 2=506/0-5-8 (min. 0-1-8), 4=48/Mechanical
Max Horz2=139(LC 12)
Max Uplift3=-81(LC 12), 2=-33(LC 12)
Max Grav3=265(LC 1), 2=506(LC 1), 4=116(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 7-0-6 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 3, 2.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
J1651-21
Truss
J6
Truss Type
Jack-Open
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:29 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-F7RKiSdNgsv3ISrapiYqV_vlZY5m24AOluL7wezPARm
Scale = 1:10.7
W1T1 B1
1
2
5
3
4
3x6
-1-6-0
1-6-0
1-1-2
1-1-2
0-7-31-3-151-0-20-10-110-3-138.00 12
6.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.33
0.09
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
0.00
0.00
-0.00
-0.00
(loc)
5
5
3
5
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 7 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 1-1-2 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=325/0-5-8 (min. 0-1-8), 3=-57/Mechanical, 4=-31/Mechanical
Max Horz5=62(LC 12)
Max Uplift5=-76(LC 12), 3=-167(LC 16), 4=-66(LC 16)
Max Grav5=524(LC 16), 3=20(LC 12), 4=9(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-446/178
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4 except (jt=lb) 3=167.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
J1651-21
Truss
J6B
Truss Type
Jack-Open
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:30 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-jJ?jvoe?RA1wvcQmNQ331CSwPySenXPX_Y5hS4zPARl
Scale = 1:13.4
T1 B1
1
2
5
6
3
4
3x4
-1-6-0
1-6-0
3-1-12
3-1-12
0-4-31-11-11-0-50-10-40-10-126.00 12
4.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.33
0.05
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.00
-0.01
-0.00
0.00
(loc)
2-4
2-4
3
2
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 12 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 3=72/Mechanical, 2=338/0-5-8 (min. 0-1-8), 4=20/Mechanical
Max Horz2=60(LC 14)
Max Uplift3=-67(LC 18), 2=-61(LC 14)
Max Grav3=115(LC 19), 2=523(LC 19), 4=49(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 3-1-0 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
5) This truss has been designed for a 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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Bearing at joint(s) 2 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 100 lb uplift at joint(s) 3, 2.
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
J1651-21
Truss
J7
Truss Type
Jack-Open
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:31 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-BWZ578edCU9nXm?yx7bIaP_44MmXW_fhCCqE_WzPARk
Scale = 1:15.7
W1
T1
B1
1
2
5
6
3
4
3x6
-1-6-0
1-6-0
2-7-2
2-7-2
0-7-32-3-151-3-21-10-111-0-138.00 12
6.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.40
0.13
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
0.01
0.01
-0.01
-0.00
(loc)
4-5
4-5
3
4-5
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 11 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-7-2 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=314/0-5-8 (min. 0-1-8), 3=60/Mechanical, 4=4/Mechanical
Max Horz5=84(LC 12)
Max Uplift5=-48(LC 12), 3=-42(LC 16), 4=-21(LC 16)
Max Grav5=396(LC 16), 3=60(LC 1), 4=35(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-341/130
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 2-6-6 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
J1651-21
Truss
J7B
Truss Type
Jack-Open
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:32 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-fi7TKUfFznHe9wa8Ur6X6dX9sl5iFRvqRsanXyzPARj
Scale = 1:19.9
T1
B1
1
2
5
6
3
4
3x4
-1-6-0
1-6-0
5-9-12
5-9-12
0-4-33-3-11-5-102-10-61-9-76.00 12
4.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.71
0.20
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.05
-0.09
-0.00
0.00
(loc)
2-4
2-4
3
2
l/defl
>999
>758
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 20 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-9-12 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 3=207/Mechanical, 2=446/0-5-8 (min. 0-1-8), 4=39/Mechanical
Max Horz2=90(LC 14)
Max Uplift3=-48(LC 14), 2=-53(LC 14)
Max Grav3=342(LC 19), 2=645(LC 19), 4=94(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 5-9-0 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
5) This truss has been designed for a 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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Bearing at joint(s) 2 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 100 lb uplift at joint(s) 3, 2.
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
J1651-21
Truss
J8
Truss Type
Jack-Open
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:33 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-7ugrXqgtk5PVm39L2Ydmfq4P?9S2_u9zgWJL3PzPARi
Scale = 1:20.6
W1
T1
B1
1
2
5
6
3
4
3x6
-1-6-0
1-6-0
4-1-2
4-1-2
0-7-33-3-151-6-22-10-111-9-138.00 12
6.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.43
0.13
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
0.02
-0.02
-0.02
0.01
(loc)
4-5
4-5
3
4-5
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 16 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-1-2 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=368/0-5-8 (min. 0-1-8), 3=130/Mechanical, 4=28/Mechanical
Max Horz5=107(LC 12)
Max Uplift5=-38(LC 12), 3=-38(LC 12)
Max Grav5=379(LC 16), 3=130(LC 1), 4=60(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-341/125
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 4-0-6 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
J1651-21
Truss
J8B
Truss Type
Jack-Open
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:34 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-b5EDlAhWVPXMODkXcF8?C2cb5ZjJjF_7vA3ubrzPARh
Scale = 1:26.0
T1
B1
W1
W2
1
2
3
7
6
8
9
10
4
5
3x4
3x4
2x4
3x4
4-5-15
4-5-15
8-5-12
3-11-13
-1-6-0
1-6-0
4-5-15
4-5-15
8-5-12
3-11-13
0-4-34-7-11-10-154-2-62-8-16.00 12
4.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.35
0.38
0.41
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.08
-0.10
0.02
0.02
(loc)
6-7
6-7
5
7
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 33 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 4=141/Mechanical, 2=568/0-5-8 (min. 0-1-8), 5=244/Mechanical
Max Horz2=120(LC 14)
Max Uplift4=-32(LC 14), 2=-50(LC 14), 5=-11(LC 14)
Max Grav4=223(LC 19), 2=703(LC 19), 5=361(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-8=-1686/204, 8-9=-1621/206, 9-10=-1582/215, 3-10=-1447/217
BOT CHORD 2-7=-327/1466, 6-7=-330/1458
WEBS 3-6=-1388/309
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 8-5-0 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
5) This truss has been designed for a 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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Bearing at joint(s) 2 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 100 lb uplift at joint(s) 4, 2, 5.
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
J1651-21
Truss
J9
Truss Type
Jack-Open
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:34 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-b5EDlAhWVPXMODkXcF8?C2cZVZnljLP7vA3ubrzPARh
Scale = 1:25.8
W1
T1
B1
1
2
5
6
3
4
3x6
-1-6-0
1-6-0
5-7-2
5-7-2
0-7-34-3-150-5-33-10-111-9-22-6-138.00 12
6.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.45
0.16
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
0.04
-0.07
0.02
0.03
(loc)
4-5
4-5
3
4-5
l/defl
>999
>946
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 21 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-7-2 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=432/0-5-8 (min. 0-1-8), 3=192/Mechanical, 4=49/Mechanical
Max Horz5=129(LC 12)
Max Uplift5=-32(LC 12), 3=-55(LC 12)
Max Grav5=432(LC 1), 3=192(LC 1), 4=84(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-406/128
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 5-6-6 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
J1651-21
Truss
J10
Truss Type
Jack-Open
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:35 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-4HocyWh8GifC0NJjAzfEkF9h9z5xSofG7qoS7HzPARg
Scale = 1:31.3
W1
T1
B1
1
2
5
6
7
3
4
4x6
6-10-13
6-10-13
-1-6-0
1-6-0
7-1-2
7-1-2
0-7-35-3-152-0-24-10-113-3-138.00 12
6.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.65
0.30
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.10
-0.19
0.06
0.08
(loc)
4-5
4-5
3
4-5
l/defl
>832
>445
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 26 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
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=501/0-5-8 (min. 0-1-8), 3=251/Mechanical, 4=68/Mechanical
Max Horz5=152(LC 12)
Max Uplift5=-27(LC 12), 3=-71(LC 12)
Max Grav5=501(LC 1), 3=251(LC 1), 4=109(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-472/127
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 7-0-6 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
J1651-21
Truss
J11
Truss Type
Jack-Open
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:36 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-YTM_Arim00n3dXuwjgATHTiydNVVBFuQMUY?gkzPARf
Scale = 1:13.3
T1
B1
HW1
1
2
5
3
44x4
1-10-8
1-10-8
-1-6-0
1-6-0
1-10-8
1-10-8
0-7-31-10-31-4-151-10-38.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.28
0.02
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.00
-0.00
-0.00
0.00
(loc)
2
2-4
3
2
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 9 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 3=18/Mechanical, 2=284/0-3-8 (min. 0-1-8), 4=13/Mechanical
Max Horz2=61(LC 12)
Max Uplift3=-96(LC 16), 2=-56(LC 12)
Max Grav3=21(LC 18), 2=382(LC 16), 4=31(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 1-10-6 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 3, 2.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
J1651-21
Truss
LY01
Truss Type
Lay-In Gable
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:37 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-0gwMNBjOnKvwFhS6HOiipgEB9mrnwf_Zb8HYCAzPARe
Scale = 1:54.8
T1 T1
B1
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
ST1
B2
1
2
3
4
5
6
7
8
9
10
11
20 19 18 17 16 15 14 13 12
21 22
3x4
4x4
3x4
5x6
19-11-4
19-11-4
9-11-10
9-11-10
19-11-4
9-11-10
0-0-48-11-130-0-410.82 12
Plate Offsets (X,Y)-- [18:0-3-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.04
0.02
0.14
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
11
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 116 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 6-16
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 19-11-4.
(lb) - Max Horz1=-147(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 17, 18, 19, 20, 15, 14, 13, 12
Max Grav All reactions 250 lb or less at joint(s) 1, 11, 16, 17, 18, 19, 20, 15, 14, 13, 12
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-4-9 to 3-4-9, Interior(1) 3-4-9 to 9-11-10, Exterior(2R) 9-11-10 to 12-11-10, Interior(1)
12-11-10 to 19-6-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) All plates are 2x4 MT20 unless otherwise indicated.
4) Gable requires continuous bottom chord bearing.
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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 1, 11, 17, 18, 19, 20, 15, 14,
13, 12.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
J1651-21
Truss
LY02
Truss Type
Lay-In Gable
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:39 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-y226otleJx9eU_cVPpkAu5KWXaXuOZUs2SmfG2zPARc
Scale = 1:54.8
T1
T2
W1
B1
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
B2
1
2
3
4
5
6
7
8
9
10
20 19
18 17 16 15 14 13 12 11
21
22 23
24
3x4
4x4
3x4
18-2-14
18-2-14
9-11-10
9-11-10
18-2-14
8-3-4
0-0-48-11-131-6-610.82 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.11
0.04
0.14
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
11
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 111 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end
verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 6-15
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 18-2-14.
(lb) - Max Horz1=161(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) 1, 15, 16, 17, 19, 20, 14, 13, 12
Max Grav All reactions 250 lb or less at joint(s) 1, 11, 15, 16, 17, 19, 20, 14, 13, 12
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-4-9 to 3-4-9, Interior(1) 3-4-9 to 9-11-10, Exterior(2R) 9-11-10 to 12-11-10, Interior(1)
12-11-10 to 18-1-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) All plates are 2x4 MT20 unless otherwise indicated.
4) Gable requires continuous bottom chord bearing.
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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 1, 15, 16, 17, 19, 20, 14, 13,
12.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
J1651-21
Truss
LY03
Truss Type
Lay-In Gable
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:40 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-QFcV?DlG4FHV68BhyWFPRJsiG_sR72A?H6WCpVzPARb
Scale = 1:72.9
T1
T2
B1
B2
ST3
ST2
ST2
ST2
ST11
2
3
4
5
6
7
13 12 11
10
9
8
3x4
4x4
3x4
3x4
3-4-3
3-4-3
11-7-11
8-3-8
9-11-10
9-11-10
11-7-11
1-8-2
0-0-411-11-129-11-914.42 12
14.42 12
Plate Offsets (X,Y)-- [7:Edge,0-1-8], [12:0-2-4,Edge]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.05
0.02
0.05
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
7
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 67 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 7-8.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 11-7-11.
(lb) - Max Horz1=222(LC 12)
Max Uplift All uplift 100 lb or less at joint(s) 7, 12, 9, 10, 11, 13 except 1=-101(LC 10)
Max Grav All reactions 250 lb or less at joint(s) 1, 7, 12, 8, 9, 10, 11, 13
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-317/290
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-12 to 3-3-12, Interior(1) 3-3-12 to 9-11-10, Exterior(2E) 9-11-10 to 11-5-7 zone;
cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) All plates are 2x4 MT20 unless otherwise indicated.
4) Gable requires continuous bottom chord bearing.
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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 7, 12, 9, 10, 11, 13 except
(jt=lb) 1=101.
8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7, 8, 9, 10, 11.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
J1651-21
Truss
M1
Truss Type
Jack-Closed
Qty
5
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:41 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-uR9tDZmvrYQMkImtWEme_WPmVO6asU99WmFmLxzPARa
Scale = 1:35.0
T1
W2
B1
W1
HW1
1
2
3
4
5
6
2x4
3x4 4x4
2x4
8-0-0
8-0-0
-1-6-0
1-6-0
3-10-11
3-10-11
8-0-0
4-1-5
0-7-35-10-85-6-158.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.46
0.41
0.13
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.18
-0.30
0.00
0.00
(loc)
2-5
2-5
5
2
l/defl
>516
>303
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 40 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std
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=356/Mechanical, 2=544/0-5-8 (min. 0-1-8)
Max Horz2=160(LC 11)
Max Uplift5=-50(LC 9), 2=-66(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-6=-393/66
WEBS 3-5=-283/167
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 7-10-4 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 5, 2.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
J1651-21
Truss
M1B
Truss Type
Monopitch Supported Gable
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:42 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-MdjFQvnXcsYDLSL34xHtWkywlnYwbxOIkQ?JtNzPARZ
Scale = 1:31.3
T1 W1
B1
ST3
ST2
ST1
HW1
1
2
3
4
5
9 8 7 6
10
11
4x4
8-0-0
8-0-0
0-7-35-10-85-6-158.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.56
0.02
0.06
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
6
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 43 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std
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.All bearings 8-0-0.
(lb) - Max Horz1=151(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) 6, 7, 8, 9, 1
Max Grav All reactions 250 lb or less at joint(s) 6, 7, 8, 9, 1
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-366/236, 2-10=-256/161
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Corner(3E) 0-0-0 to 3-0-0, Exterior(2N) 3-0-0 to 7-10-4 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End
Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
4) All plates are 2x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
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 3-6-0 tall by 2-0-0 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) 6, 7, 8, 9, 1.
10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1.
11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
J1651-21
Truss
M2
Truss Type
Jack-Closed
Qty
6
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:43 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-rqHdeFo9NAg4zcwGeeo63xU00BpIKJ8Sz4ktPqzPARY
Scale = 1:34.9
T1
W2
B1
B2 B3
W1
1
2
3
4
7
6
5
8
9
3x4
4x4
5x6
2x4
4x6
3x6
1-3-3
1-3-3
2-5-8
1-2-5
8-0-0
5-6-8
-1-6-0
1-6-0
1-3-3
1-3-3
2-5-8
1-2-5
8-0-0
5-6-8
0-7-35-10-84-6-151-0-08.00 12
Plate Offsets (X,Y)-- [2:Edge,0-2-0], [3:0-1-0,0-1-12], [4:0-0-13,0-1-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.85
0.33
0.42
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.03
-0.05
0.03
0.02
(loc)
5-6
5-6
5
5-6
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 42 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std
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=356/Mechanical, 2=544/0-5-8 (min. 0-1-8)
Max Horz2=148(LC 9)
Max Uplift5=-49(LC 9), 2=-65(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-8=-461/18, 3-8=-366/36
BOT CHORD 2-7=-173/275, 5-6=-384/770
WEBS 3-5=-730/328
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 7-10-4 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 5, 2.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
J1651-21
Truss
M3
Truss Type
JACK-CLOSED
Qty
6
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:44 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-J0r?rbon8ToxbmVSBMKLb91K4b8N3qTbCkUQyGzPARX
Scale = 1:33.7
T1
BL1
B1
W1
HW1
W2
1
2
3
4
5
6
7
8
3x6
4x4
3x4
2x4
4x4
3x4
7-8-8
7-8-8
8-0-0
0-3-8
-1-6-0
1-6-0
4-4-14
4-4-14
7-8-8
3-3-11
8-0-0
0-3-8
0-7-35-10-84-0-42-1-93-7-88.00 12
6.00 12
Plate Offsets (X,Y)-- [2:0-1-5,0-1-4], [5:0-3-4,0-1-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.31
0.40
0.15
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.18
-0.31
0.01
0.00
(loc)
2-6
2-6
6
2
l/defl
>490
>288
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 40 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
SLIDER Left 2x4 DF Stud/Std 2-6-2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
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) 2=524/0-5-8 (min. 0-1-8), 6=348/Mechanical
Max Horz2=145(LC 12)
Max Uplift2=-26(LC 12), 6=-61(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-7=-837/257, 3-7=-733/265, 3-8=-728/265, 4-8=-653/275
BOT CHORD 2-6=-396/652
WEBS 4-6=-575/349
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 7-6-12 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
J1651-21
Truss
M4
Truss Type
JACK-CLOSED
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:45 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-nCPO3wpPvnwoCv4el3ra8MaVq?V5oHmkQNDzUizPARW
Scale = 1:34.1
T1
W3
B1
B2
W1
W2
HW1
1
2
3
4
5
7 6
8
2x4
4x4
3x4 4x4
2x4
3x4
7-3-3
7-3-3
8-0-0
0-8-13
-1-6-0
1-6-0
4-0-0
4-0-0
8-0-0
4-0-0
0-7-35-10-82-2-23-4-138.00 12
6.00 12
Plate Offsets (X,Y)-- [2:0-1-5,0-1-4], [7:0-2-0,0-2-4]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.31
0.37
0.15
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.15
-0.26
0.01
0.00
(loc)
2-7
2-7
6
7
l/defl
>609
>357
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 41 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Left 2x4 DF Stud/Std 2-3-4
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) 6=363/Mechanical, 2=538/0-5-8 (min. 0-1-8)
Max Horz2=121(LC 9)
Max Uplift6=-43(LC 9), 2=-48(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-8=-854/223, 3-8=-760/230, 3-4=-756/240, 5-6=-358/162
BOT CHORD 2-7=-412/662
WEBS 4-7=-520/324
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 7-10-4 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
J1651-21
Truss
M5
Truss Type
JACK-CLOSED
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:46 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-FOzmGGq1g52fq3erJnMpha6gaPtDXlVuf1zX08zPARV
Scale = 1:34.5
T1
W3
B1
B2
W1 W2
HW1
1
2
3
4
5
7 6
8
9
2x4
3x4
4x4
3x4
3x4
4x4
3x4
5-11-3
5-11-3
8-0-0
2-0-13
-1-6-0
1-6-0
5-11-3
5-11-3
8-0-0
2-0-13
0-7-35-10-82-10-22-8-138.00 12
6.00 12
Plate Offsets (X,Y)-- [2:0-1-1,Edge], [4:0-1-12,0-1-8], [7:0-2-0,0-2-4]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.31
0.25
0.12
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.07
-0.12
0.01
0.00
(loc)
2-7
2-7
6
7
l/defl
>999
>801
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 40 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Left 2x4 DF Stud/Std 3-7-12
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) 6=363/Mechanical, 2=538/0-5-8 (min. 0-1-8)
Max Horz2=129(LC 9)
Max Uplift6=-46(LC 9), 2=-52(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-8=-701/76, 3-8=-571/83, 3-9=-522/85, 4-9=-516/99
BOT CHORD 2-7=-270/500, 6-7=-226/410
WEBS 4-7=-86/274, 4-6=-550/271
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 7-10-4 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
J1651-21
Truss
M6
Truss Type
JACK-CLOSED
Qty
1
Ply
1
DeLaCruz Residence4/19(ID)SW
Job Reference (optional)
Run: 8.530 s Jan 25 2022 Print: 8.530 s Jan 25 2022 MiTek Industries, Inc. Tue Apr 19 10:04:47 2022 Page 1
ID:ZU7N9DPL9KMZh_JsbT1CShyHdXX-jbX8TcrfROAWSDD1tUt2DnfrKoDpGBI1uhj4YbzPARU
Scale = 1:34.5
T1
W3
B1
B2
W1 W2
HW1
1
2
3
4
5
7 68
9
2x4
3x4
4x4
3x4
4x4
3x4
4-7-3
4-7-3
8-0-0
3-4-13
-1-6-0
1-6-0
4-7-3
4-7-3
8-0-0
3-4-13
0-7-35-10-83-6-22-0-138.00 12
6.00 12
Plate Offsets (X,Y)-- [2:0-1-5,0-1-4], [4:0-1-12,0-1-8], [7:0-2-0,0-2-4]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.31
0.16
0.15
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.03
-0.05
0.02
0.01
(loc)
2-7
2-7
6
7
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 41 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Left 2x4 DF Stud/Std 2-10-2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end
verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 6=363/Mechanical, 2=538/0-5-8 (min. 0-1-8)
Max Horz2=137(LC 9)
Max Uplift6=-48(LC 9), 2=-56(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-8=-840/129, 3-8=-722/131, 3-9=-666/135, 4-9=-654/145
BOT CHORD 2-7=-338/631, 6-7=-284/519
WEBS 4-7=-117/333, 4-6=-567/277
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 7-10-4 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent
with other live loads.
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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard