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Pacifi c StrucFrame, LLC
1600 Chicag o Av e, St e R3
Riversid e, Ca 9 2 507
Tel : (951 ) 4 5 6 -18 0 1
THIS lS ~ TRUSS PLACEMENT
DIAGRAM QNJ.Y
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U0-1 D.. -I
PROJECT NUMBER: 8339
DRAWN BY: HAIDY
DATE: OCT.1, 2025
REVISION BY:
DATE:
Job
8339-NEW ADU SANTA ANA
Truss
A
Truss Type
RAFTER
Qty
2
Ply
1
8339-New ADU Santa Ana
Job Reference (optional)
8.710 s Aug 17 2023 MiTek Industries, Inc. Wed Oct 1 21:49:27 2025 Page 1 ID:PnXkgddMlicu3G1IrO25DtyXtn8-uBtvYYRCh2FopafqaZDWMXWlDoDO0ECjvQvFFwyXmH6
Scale = 1:5.9
T1
1
3
2
1-11-4
1-11-4
0-5-0
0-5-0
1-11-4
1-6-4
0-
5
-
7
0-
1
1
-
8
0-
3
-
8
0-
4
-
4
0-
7
-
4
4.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
16.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2021/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.19
0.00
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.01
-0.01
-0.00
(loc)
1-2
1-2
2
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
Weight: 3 lb FT = 20%
GRIP
LUMBER-
TOP CHORD 2x4 DF No.2 G
BRACING-
TOP CHORD Structural wood sheathing directly applied or 1-11-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=68/0-5-8 (min. 0-1-10), 2=68/Mechanical
Max Horz1=18(LC 12)
Max Uplift1=-13(LC 12), 2=-19(LC 12)
Max Grav1=298(LC 24), 2=298(LC 25)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) * 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.
3) A plate rating reduction of 20% has been applied for the green lumber members.
4) Refer to girder(s) for truss to truss connections.
5) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2.
7) This truss has been designed for a moving concentrated load of 250.0lb live and 18.0lb dead located at all mid panels and at all panel
points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads.
LOAD CASE(S) Standard
Job
8339-NEW ADU SANTA ANA
Truss
AA01
Truss Type
CAL HIP
Qty
1
Ply
2
8339-New ADU Santa Ana
Job Reference (optional)
8.710 s Aug 17 2023 MiTek Industries, Inc. Wed Oct 1 21:49:28 2025 Page 1 ID:PnXkgddMlicu3G1IrO25DtyXtn8-MNRImuRqRLNfRkE07Gkluk2uyCQdlgOt84fonMyXmH5
Scale = 1:33.8
Camber = 3/16 in
T1
T2
T1
B1
W1 W2
W3 W4 W3
W2 W1
1
2
3
4 5
6
7
8
12 11 10 9
13
14
15 16 17
18
19
20 21 22 23 24 25 26
5x10 4x6
3x6 3x6
3x4
1x4 3x4 3x10
3x4
1x4
4-5-5
4-5-5
7-5-1
2-11-12
11-0-15
3-7-14
14-0-11
2-11-12
18-6-0
4-5-5
-1-1-0
1-1-0
4-5-5
4-5-5
7-5-1
2-11-12
7-11-11
0-6-10
10-6-5
2-6-10
11-0-15
0-6-10
14-0-11
2-11-12
18-6-0
4-5-5
19-7-0
1-1-0
0-
3
-
1
5
2-
8
-
4
2-
1
1
-
1
3
0-
3
-
1
5
2-
8
-
4
4.00 12
Plate Offsets (X,Y)-- [4:0-5-0,0-1-6]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
16.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2021/TPI2014
CSI.
TC
BC
WB
Matrix-S
0.32
0.58
0.07
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.08
-0.30
0.09
(loc)
10-11
10-11
7
l/defl
>999
>736
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 160 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF No.2 G
BOT CHORD 2x4 DF No.2 G
WEBS 2x4 DF Std G
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-9-10 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 2=1942/0-3-8 (min. 0-1-8), 7=1942/0-3-8 (min. 0-1-8)
Max Horz2=29(LC 7)
Max Uplift2=-254(LC 8), 7=-254(LC 8)
Max Grav2=2053(LC 15), 7=2053(LC 15)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-13=-5239/664, 3-13=-5191/679, 3-14=-5092/828, 4-14=-5071/833, 4-15=-4875/820,
15-16=-4875/820, 16-17=-4875/820, 5-17=-4875/820, 5-18=-5071/832, 6-18=-5093/827,
6-19=-5191/680, 7-19=-5239/664
BOT CHORD 2-20=-592/4900, 12-20=-592/4900, 12-21=-592/4900, 11-21=-592/4900, 11-22=-745/4874,
22-23=-745/4874, 23-24=-745/4874, 10-24=-745/4874, 10-25=-593/4900,
9-25=-593/4900, 9-26=-593/4900, 7-26=-593/4900
WEBS 3-12=0/412, 3-11=-290/107, 4-11=0/413, 5-10=0/331, 6-10=-289/109, 6-9=0/411
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
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) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip
DOL=1.60
5) 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.
8) A plate rating reduction of 20% has been applied for the green lumber members.
9) One RT4 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 7. This connection is for uplift only
and does not consider lateral forces.
10) This truss has been designed for a moving concentrated load of 250.0lb live and 18.0lb dead located at all mid panels and at all panel
points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads.
11) Girder carries hip end with 8-0-0 end setback.
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 815 lb down and 266 lb up at 10-11-2,
and 815 lb down and 266 lb up at 7-6-14 on top chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) StandardContinued on page 2
Job
8339-NEW ADU SANTA ANA
Truss
AA01
Truss Type
CAL HIP
Qty
1
Ply
2
8339-New ADU Santa Ana
Job Reference (optional)
8.710 s Aug 17 2023 MiTek Industries, Inc. Wed Oct 1 21:49:28 2025 Page 2 ID:PnXkgddMlicu3G1IrO25DtyXtn8-MNRImuRqRLNfRkE07Gkluk2uyCQdlgOt84fonMyXmH5
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-4=-72, 4-15=-72, 15-17=-175, 5-17=-72, 5-8=-72, 2-7=-49(F=-29)
Concentrated Loads (lb)
Vert: 4=-624 5=-624
Job
8339-NEW ADU SANTA ANA
Truss
AA02
Truss Type
COMMON
Qty
1
Ply
1
8339-New ADU Santa Ana
Job Reference (optional)
8.710 s Aug 17 2023 MiTek Industries, Inc. Wed Oct 1 21:49:28 2025 Page 1 ID:PnXkgddMlicu3G1IrO25DtyXtn8-MNRImuRqRLNfRkE07Gkluk2qoCNbleit84fonMyXmH5
Scale = 1:32.7
Camber = 3/16 in
T1 T1
B1
W2
W1
W2
W1
1
2
3
4
5
6
7
9 8
10
11
12
13 14
15
16
17
18 19 20
4x4
3x6 3x6 3x4
1x4
3x4
1x4
6-5-7
6-5-7
12-0-9
5-7-1
18-6-0
6-5-7
-1-1-0
1-1-0
5-2-15
5-2-15
9-3-0
4-0-1
13-3-1
4-0-1
18-6-0
5-2-15
19-7-0
1-1-0
0-
3
-
1
5
3-
4
-
1
5
0-
3
-
1
5
4.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
16.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2021/TPI2014
CSI.
TC
BC
WB
Matrix-S
0.52
0.77
0.24
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.16
-0.36
0.07
(loc)
2-9
2-9
6
l/defl
>999
>607
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 72 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF No.2 G
BOT CHORD 2x4 DF No.2 G
WEBS 2x4 DF Std G
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=929/0-3-8 (min. 0-1-8), 6=929/0-3-8 (min. 0-1-8)
Max Horz2=37(LC 11)
Max Uplift2=-90(LC 12), 6=-90(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-10=-1931/321, 10-11=-1876/324, 3-11=-1872/334, 3-12=-1709/288, 12-13=-1662/295,
4-13=-1656/302, 4-14=-1656/302, 14-15=-1662/295, 5-15=-1709/288, 5-16=-1872/334,
16-17=-1876/324, 6-17=-1931/321
BOT CHORD 2-18=-263/1772, 9-18=-263/1772, 9-19=-134/1216, 8-19=-134/1216, 8-20=-266/1772,
6-20=-266/1772
WEBS 4-8=-63/672, 5-8=-402/150, 4-9=-63/672, 3-9=-402/150
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-1-9 to 1-10-7, Interior(1) 1-10-7 to 9-3-0, Exterior(2R) 9-3-0 to 12-3-0, Interior(1)
12-3-0 to 19-7-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) A plate rating reduction of 20% has been applied for the green lumber members.
6) One RT4 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 6. This connection is for uplift only
and does not consider lateral forces.
7) This truss has been designed for a moving concentrated load of 250.0lb live and 18.0lb dead located at all mid panels and at all panel
points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads.
LOAD CASE(S) Standard
Job
8339-NEW ADU SANTA ANA
Truss
AA03
Truss Type
COMMON
Qty
1
Ply
1
8339-New ADU Santa Ana
Job Reference (optional)
8.710 s Aug 17 2023 MiTek Industries, Inc. Wed Oct 1 21:49:29 2025 Page 1 ID:PnXkgddMlicu3G1IrO25DtyXtn8-qa?gzDSSCfVW3upCh_F_RybzUch7U4U0MkOLJoyXmH4
Scale = 1:32.7
Camber = 3/16 in
T1 T1
B1
W2
W1
W2
W1
1
2
3
4
5
6
7
9 8
10
11
12
13 14
15
16
17
18 19 20
4x4
3x6 3x6 3x4
1x4
3x4
1x4
6-5-7
6-5-7
12-0-9
5-7-1
18-6-0
6-5-7
-1-1-0
1-1-0
5-2-15
5-2-15
9-3-0
4-0-1
13-3-1
4-0-1
18-6-0
5-2-15
19-7-0
1-1-0
0-
3
-
1
5
3-
4
-
1
5
0-
3
-
1
5
4.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
16.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-3-0
1.15
1.15
NO
IBC2021/TPI2014
CSI.
TC
BC
WB
Matrix-S
0.65
0.88
0.27
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.16
-0.38
0.07
(loc)
2-9
2-9
6
l/defl
>999
>572
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 72 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF No.2 G
BOT CHORD 2x4 DF No.2 G
WEBS 2x4 DF Std G
BRACING-
TOP CHORD 2-0-0 oc purlins (3-9-10 max.)
(Switched from sheeted: Spacing > 2-0-0).
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 2=1046/0-3-8 (min. 0-1-8), 6=1046/0-3-8 (min. 0-1-8)
Max Horz2=-42(LC 10)
Max Uplift2=-101(LC 12), 6=-101(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-10=-2173/361, 10-11=-2111/364, 3-11=-2106/376, 3-12=-1922/324, 12-13=-1870/331, 4-13=-1863/340,
4-14=-1863/340, 14-15=-1870/331, 5-15=-1922/324, 5-16=-2106/376, 16-17=-2111/364, 6-17=-2173/361
BOT CHORD 2-18=-296/1994, 9-18=-296/1994, 9-19=-150/1368, 8-19=-150/1368, 8-20=-299/1994, 6-20=-299/1994
WEBS 4-8=-70/713, 5-8=-421/169, 4-9=-70/713, 3-9=-421/169
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-1-9 to 1-10-7, Interior(1) 1-10-7 to 9-3-0, Exterior(2R) 9-3-0 to 12-3-0, Interior(1)
12-3-0 to 19-7-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) A plate rating reduction of 20% has been applied for the green lumber members.
6) One RT4 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 6. This connection is for uplift only
and does not consider lateral forces.
7) This truss has been designed for a moving concentrated load of 250.0lb live and 18.0lb dead located at all mid panels and at all panel
points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
8339-NEW ADU SANTA ANA
Truss
AA04
Truss Type
COMMON
Qty
3
Ply
1
8339-New ADU Santa Ana
Job Reference (optional)
8.710 s Aug 17 2023 MiTek Industries, Inc. Wed Oct 1 21:49:30 2025 Page 1 ID:PnXkgddMlicu3G1IrO25DtyXtn8-ImZ2BZT4zzdNg2OPFhmD_987W?1ADWJ9bO8vsEyXmH3
Scale = 1:32.7
Camber = 5/16 in
T1 T1
B1
W1 W1
W2
1
2
3
4
5 6
7
8
9
11 10
12
13
14
15
16 17
18
19
20
21
22 23 24
3x4
3x6 3x6
1x4
1x4 1x4
1x4
3x6 3x6
2-
4
-
1
0
5-0-0
6-7-4
6-7-4
11-10-12
5-3-8
18-6-0
6-7-4
-1-1-0
1-1-0
6-7-4
6-7-4
8-0-0
1-4-12
9-3-0
1-3-0
10-6-0
1-3-0
11-10-12
1-4-12
18-6-0
6-7-4
19-7-0
1-1-0
0-
3
-
1
5
3-
4
-
1
5
0-
3
-
1
5
4.00 12
Plate Offsets (X,Y)-- [5:0-2-0,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
16.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2021/TPI2014
CSI.
TC
BC
WB
Matrix-S
0.76
0.89
0.36
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.30
-0.65
0.07
(loc)
2-11
2-11
8
l/defl
>720
>336
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 65 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF No.1&Btr G
BOT CHORD 2x4 DF No.2 G
WEBS 2x4 DF Std G
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-6-12 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) 2=969/0-3-8 (min. 0-1-8), 8=969/0-3-8 (min. 0-1-8)
Max Horz2=-37(LC 10)
Max Uplift2=-92(LC 12), 8=-92(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-12=-1849/298, 12-13=-1773/304, 13-14=-1761/316, 3-14=-1705/317, 3-15=-1640/335,
4-15=-1612/338, 4-16=-159/990, 5-16=-156/1013, 5-17=-156/1013, 6-17=-158/990,
6-18=-1612/338, 7-18=-1640/335, 7-19=-1705/317, 19-20=-1761/316, 20-21=-1773/304,
8-21=-1848/298
BOT CHORD 2-22=-221/1665, 11-22=-221/1665, 11-23=-221/1665, 10-23=-221/1665, 10-24=-221/1665,
8-24=-221/1665
WEBS 3-11=0/360, 7-10=0/360, 4-6=-2736/513
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-1-9 to 1-10-7, Interior(1) 1-10-7 to 9-3-0, Exterior(2R) 9-3-0 to 12-3-0, Interior(1)
12-3-0 to 19-7-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) A plate rating reduction of 20% has been applied for the green lumber members.
6) One RT4 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 8. This connection is for uplift only
and does not consider lateral forces.
7) This truss has been designed for a moving concentrated load of 250.0lb live and 18.0lb dead located at all mid panels and at all panel
points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 80 lb down and 23 lb up at 9-3-0 on
bottom chord. The design/selection of such connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-5=-72, 5-9=-72, 2-8=-20
Continued on page 2
Job
8339-NEW ADU SANTA ANA
Truss
AA04
Truss Type
COMMON
Qty
3
Ply
1
8339-New ADU Santa Ana
Job Reference (optional)
8.710 s Aug 17 2023 MiTek Industries, Inc. Wed Oct 1 21:49:30 2025 Page 2 ID:PnXkgddMlicu3G1IrO25DtyXtn8-ImZ2BZT4zzdNg2OPFhmD_987W?1ADWJ9bO8vsEyXmH3
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 23=-80(F)
Job
8339-NEW ADU SANTA ANA
Truss
AA05
Truss Type
COMMON
Qty
1
Ply
1
8339-New ADU Santa Ana
Job Reference (optional)
8.710 s Aug 17 2023 MiTek Industries, Inc. Wed Oct 1 21:49:30 2025 Page 1 ID:PnXkgddMlicu3G1IrO25DtyXtn8-ImZ2BZT4zzdNg2OPFhmD_985o??lDWM9bO8vsEyXmH3
Scale = 1:30.5
Camber = 5/16 in
T1 T2
B1
W1 W1
W2
1
2
3
4
5
6
7
8
10 9
11
12
13
14 15
16
17
18
19
20 21 22
3x6
3x4
3x6
1x4
1x4
1x4
1x4
3x6 3x6
2-
4
-
1
0
5-0-0
6-4-4
6-4-4
11-7-12
5-3-8
18-3-0
6-7-4
6-4-4
6-4-4
7-9-0
1-4-12
9-0-0
1-3-0
10-3-0
1-3-0
11-7-12
1-4-12
18-3-0
6-7-4
19-4-0
1-1-0
0-
4
-
1
5
3-
4
-
1
5
0-
3
-
1
5
4.00 12
D=2201#
Plate Offsets (X,Y)-- [4:0-2-0,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
16.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2021/TPI2014
CSI.
TC
BC
WB
Matrix-S
0.87
0.98
0.36
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.30
-0.66
0.07
(loc)
7-9
7-9
7
l/defl
>713
>329
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 62 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF No.1&Btr G
BOT CHORD 2x4 DF No.2 G
WEBS 2x4 DF Std G
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-3-3 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) 1=867/Mechanical, 7=965/0-3-8 (min. 0-1-8)
Max Horz1=-39(LC 10)
Max Uplift1=-84(LC 25), 7=-93(LC 12)
Max Grav1=869(LC 24), 7=965(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-11=-2172/451, 11-12=-1747/330, 2-12=-1688/332, 2-13=-1624/352, 3-13=-1596/354,
3-14=-176/981, 4-14=-173/1005, 4-15=-184/1007, 5-15=-186/984, 5-16=-1594/344,
6-16=-1622/341, 6-17=-1686/319, 17-18=-1742/317, 18-19=-1754/307, 7-19=-2187/544
BOT CHORD 1-20=-237/1647, 10-20=-537/2030, 10-21=-537/2030, 9-21=-537/2030, 9-22=-537/2030,
7-22=-537/2030
WEBS 2-10=0/360, 6-9=0/358, 3-5=-2710/558
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-12 to 3-0-12, Interior(1) 3-0-12 to 9-0-0, Exterior(2R) 9-0-0 to 12-0-0,
Interior(1) 12-0-0 to 19-4-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) A plate rating reduction of 20% has been applied for the green lumber 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) 1.
8) One RT4 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and
does not consider lateral forces.
9) This truss has been designed for a moving concentrated load of 250.0lb live and 18.0lb dead located at all mid panels and at all panel
points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads.
10) This truss has been designed for a total seismic drag load of 2201 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist
drag loads along bottom chord from 0-0-0 to 3-0-0 for 733.7 plf.
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 80 lb down and 23 lb up at 9-0-0 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) Standard
Continued on page 2
Job
8339-NEW ADU SANTA ANA
Truss
AA05
Truss Type
COMMON
Qty
1
Ply
1
8339-New ADU Santa Ana
Job Reference (optional)
8.710 s Aug 17 2023 MiTek Industries, Inc. Wed Oct 1 21:49:30 2025 Page 2 ID:PnXkgddMlicu3G1IrO25DtyXtn8-ImZ2BZT4zzdNg2OPFhmD_985o??lDWM9bO8vsEyXmH3
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-4=-72, 4-8=-72, 1-7=-20
Concentrated Loads (lb)
Vert: 21=-80(F)
Job
8339-NEW ADU SANTA ANA
Truss
AA06
Truss Type
COMMON
Qty
1
Ply
1
8339-New ADU Santa Ana
Job Reference (optional)
8.710 s Aug 17 2023 MiTek Industries, Inc. Wed Oct 1 21:49:31 2025 Page 1 ID:PnXkgddMlicu3G1IrO25DtyXtn8-my7QOvUikGlEICybpPHSWNgIGPNNyzcJq2tSOhyXmH2
Scale = 1:30.5
Camber = 5/16 in
T1 T2
B1
W1 W1
W2
1
2
3
4
5
6
7
8
10 9
11
12
13
14 15
16
17
18
19
20 21 22
3x6
3x4
3x6
1x4
1x4
1x4
1x4
3x6 3x6
2-
4
-
1
0
5-0-0
6-4-4
6-4-4
11-7-12
5-3-8
18-3-0
6-7-4
6-4-4
6-4-4
7-9-0
1-4-12
9-0-0
1-3-0
10-3-0
1-3-0
11-7-12
1-4-12
18-3-0
6-7-4
19-4-0
1-1-0
0-
4
-
1
5
3-
4
-
1
5
0-
3
-
1
5
4.00 12
Plate Offsets (X,Y)-- [4:0-2-0,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
16.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2021/TPI2014
CSI.
TC
BC
WB
Matrix-S
0.76
0.89
0.36
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.30
-0.66
0.07
(loc)
7-9
7-9
7
l/defl
>713
>329
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 62 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF No.1&Btr G
BOT CHORD 2x4 DF No.2 G
WEBS 2x4 DF Std G
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=867/Mechanical, 7=965/0-3-8 (min. 0-1-8)
Max Horz1=-39(LC 10)
Max Uplift1=-49(LC 12), 7=-93(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-11=-1830/318, 11-12=-1747/330, 2-12=-1688/332, 2-13=-1624/352, 3-13=-1596/354,
3-14=-176/981, 4-14=-173/1005, 4-15=-184/1007, 5-15=-186/984, 5-16=-1594/344,
6-16=-1622/341, 6-17=-1686/319, 17-18=-1742/317, 18-19=-1754/307, 7-19=-1829/301
BOT CHORD 1-20=-237/1647, 10-20=-237/1647, 10-21=-237/1647, 9-21=-237/1647, 9-22=-237/1647,
7-22=-237/1647
WEBS 2-10=0/360, 6-9=0/358, 3-5=-2710/558
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-12 to 3-0-12, Interior(1) 3-0-12 to 9-0-0, Exterior(2R) 9-0-0 to 12-0-0,
Interior(1) 12-0-0 to 19-4-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) A plate rating reduction of 20% has been applied for the green lumber 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) 1.
8) One RT4 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and
does not consider lateral forces.
9) This truss has been designed for a moving concentrated load of 250.0lb live and 18.0lb dead located at all mid panels and at all panel
points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 80 lb down and 23 lb up at 9-0-0 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-4=-72, 4-8=-72, 1-7=-20
Continued on page 2
Job
8339-NEW ADU SANTA ANA
Truss
AA06
Truss Type
COMMON
Qty
1
Ply
1
8339-New ADU Santa Ana
Job Reference (optional)
8.710 s Aug 17 2023 MiTek Industries, Inc. Wed Oct 1 21:49:31 2025 Page 2 ID:PnXkgddMlicu3G1IrO25DtyXtn8-my7QOvUikGlEICybpPHSWNgIGPNNyzcJq2tSOhyXmH2
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 21=-80(F)
Job
8339-NEW ADU SANTA ANA
Truss
AA07
Truss Type
CALIFORNIA GIRDER
Qty
1
Ply
2
8339-New ADU Santa Ana
Job Reference (optional)
8.710 s Aug 17 2023 MiTek Industries, Inc. Wed Oct 1 21:49:32 2025 Page 1 ID:PnXkgddMlicu3G1IrO25DtyXtn8-E9hocFUKVat5wMXnM6ph3aDa0ponhTOS2id?w7yXmH1
Scale = 1:31.5
Camber = 3/16 in
T1
T2
T3
B1
W1 W2
W3 W4 W3
W2 W1
1
2
3 4
5
6
7
11 10 9 8
12
13
14 15
16
17
18 19 20 21 22 23
3x6
5x10 4x6
3x6
3x4
1x4 3x4 3x10
3x4
1x4
0-3-0
0-3-0
4-5-5
4-2-5
7-5-1
2-11-12
11-0-15
3-7-14
14-0-11
2-11-12
18-6-0
4-5-5
0-3-0
0-3-0
4-5-5
4-2-5
7-5-1
2-11-12
7-11-11
0-6-10
10-6-5
2-6-10
11-0-15
0-6-10
14-0-11
2-11-12
18-6-0
4-5-5
19-7-0
1-1-0
0-
4
-
1
5
2-
8
-
4
2-
1
1
-
1
3
0-
3
-
1
5
2-
8
-
4
4.00 12
Plate Offsets (X,Y)-- [3:0-5-0,0-1-6]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
16.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2021/TPI2014
CSI.
TC
BC
WB
Matrix-S
0.31
0.56
0.07
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.08
-0.28
0.09
(loc)
9
9-10
6
l/defl
>999
>772
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 155 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF No.2 G
BOT CHORD 2x4 DF No.2 G
WEBS 2x4 DF Std G
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 1=1816/Mechanical, 6=1894/0-3-8 (min. 0-1-8)
Max Horz1=-31(LC 6)
Max Uplift1=-204(LC 8), 6=-239(LC 8)
Max Grav1=1936(LC 15), 6=1991(LC 15)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-12=-4993/642, 2-12=-4957/650, 2-13=-4895/790, 3-13=-4874/795, 3-14=-4682/774,
14-15=-4682/774, 4-15=-4682/774, 4-16=-4872/785, 5-16=-4894/779, 5-17=-5008/636,
6-17=-5056/621
BOT CHORD 1-18=-564/4658, 11-18=-564/4658, 11-19=-564/4658, 10-19=-564/4658, 10-20=-708/4685,
20-21=-708/4685, 9-21=-708/4685, 9-22=-551/4727, 8-22=-551/4727, 8-23=-551/4727,
6-23=-551/4727
WEBS 2-11=0/413, 3-10=0/387, 4-9=0/331, 5-9=-305/88, 5-8=0/413
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
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) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip
DOL=1.60
5) 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.
8) A plate rating reduction of 20% has been applied for the green lumber members.
9) Refer to girder(s) for truss to truss connections.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=204.
11) One RT4 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6. This connection is for uplift only and
does not consider lateral forces.
12) This truss has been designed for a moving concentrated load of 250.0lb live and 18.0lb dead located at all mid panels and at all panel
points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads.
13) Girder carries hip end with 8-0-0 right side setback, 7-3-15 left side setback, and 8-0-0 end setback.
14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 746 lb down and 243 lb up at 10-8-1,
and 746 lb down and 243 lb up at 7-3-15 on top chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2
Job
8339-NEW ADU SANTA ANA
Truss
AA07
Truss Type
CALIFORNIA GIRDER
Qty
1
Ply
2
8339-New ADU Santa Ana
Job Reference (optional)
8.710 s Aug 17 2023 MiTek Industries, Inc. Wed Oct 1 21:49:32 2025 Page 2 ID:PnXkgddMlicu3G1IrO25DtyXtn8-E9hocFUKVat5wMXnM6ph3aDa0ponhTOS2id?w7yXmH1
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-72, 3-15=-175, 4-15=-72, 4-7=-72, 1-6=-49(F=-29)
Concentrated Loads (lb)
Vert: 3=-572 4=-572
Job
8339-NEW ADU SANTA ANA
Truss
AB01
Truss Type
COMMON GIRDER
Qty
1
Ply
2
8339-New ADU Santa Ana
Job Reference (optional)
8.710 s Aug 17 2023 MiTek Industries, Inc. Wed Oct 1 21:49:33 2025 Page 1 ID:PnXkgddMlicu3G1IrO25DtyXtn8-iLFBpbVzGu0yXV6zwqKwbomlmD3NQqUcHMMZSZyXmH0
Scale = 1:20.7
Camber = 1/8 in
T1
T2
B1
W3
W2W1 W2 W1
1
2
3
4
5
6
9 8 7
10
11 12
13
14 15 16 17 183x10
4x4
3x10
3x10
3x10
3x10
3x10
3x10
3-11-11
3-11-11
6-0-0
2-0-5
8-0-5
2-0-5
12-0-0
3-11-11
3-11-11
3-11-11
6-0-0
2-0-5
8-0-5
2-0-5
12-0-0
3-11-11
13-1-0
1-1-0
0-
3
-
1
5
2-
3
-
1
5
0-
3
-
1
5
4.00 12
D=2201#
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
16.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2021/TPI2014
CSI.
TC
BC
WB
Matrix-S
0.31
0.86
0.46
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.04
-0.16
0.04
(loc)
9
9
5
l/defl
>999
>867
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 111 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF No.2 G
BOT CHORD 2x6 DF No.2 G
WEBS 2x4 DF Std G
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-3-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 1=2490/0-3-8 (min. 0-1-8), 5=1362/0-3-8 (min. 0-1-8)
Max Horz1=-53(LC 21)
Max Uplift1=-143(LC 8), 5=-117(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-10=-5729/329, 2-10=-5692/336, 2-11=-3218/197, 3-11=-3200/204, 3-12=-3206/204, 4-12=-3225/197,
4-13=-3223/181, 5-13=-3273/168
BOT CHORD 1-14=-275/5406, 14-15=-275/5406, 9-15=-275/5406, 9-16=-275/5406, 8-16=-275/5406, 8-17=-125/3061,
7-17=-125/3061, 7-18=-125/3061, 5-18=-125/3061
WEBS 3-8=-103/1823, 2-8=-2797/180, 2-9=-76/2088, 4-8=-271/121
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc.
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) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip
DOL=1.60
5) 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) A plate rating reduction of 20% has been applied for the green lumber members.
8) One RT4 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 5. This connection is for uplift only
and does not consider lateral forces.
9) This truss has been designed for a moving concentrated load of 250.0lb live and 18.0lb dead located at all mid panels and at all panel
points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads.
10) This truss has been designed for a total seismic drag load of 2201 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist
drag loads along bottom chord from 0-0-0 to 3-0-0 for 733.7 plf.
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1816 lb down and 106 lb up at 3-10-8,
and 867 lb down and 50 lb up at 1-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of
others.
LOAD CASE(S) Standard
Continued on page 2
Job
8339-NEW ADU SANTA ANA
Truss
AB01
Truss Type
COMMON GIRDER
Qty
1
Ply
2
8339-New ADU Santa Ana
Job Reference (optional)
8.710 s Aug 17 2023 MiTek Industries, Inc. Wed Oct 1 21:49:33 2025 Page 2 ID:PnXkgddMlicu3G1IrO25DtyXtn8-iLFBpbVzGu0yXV6zwqKwbomlmD3NQqUcHMMZSZyXmH0
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-72, 3-6=-72, 1-5=-20
Concentrated Loads (lb)
Vert: 9=-1816(F) 14=-867(F)
Job
8339-NEW ADU SANTA ANA
Truss
AB02
Truss Type
COMMON
Qty
1
Ply
1
8339-New ADU Santa Ana
Job Reference (optional)
8.710 s Aug 17 2023 MiTek Industries, Inc. Wed Oct 1 21:49:33 2025 Page 1 ID:PnXkgddMlicu3G1IrO25DtyXtn8-iLFBpbVzGu0yXV6zwqKwbomf5D6iQvecHMMZSZyXmH0
Scale = 1:22.5
Camber = 1/16 in
T1 T1
B1
W1
1
2
3
4
5
6
7
8 9
10
11 12
4x6
3x4 3x4 1x4
6-0-0
6-0-0
12-0-0
6-0-0
-1-1-0
1-1-0
6-0-0
6-0-0
12-0-0
6-0-0
13-1-0
1-1-0
0-
3
-
1
5
2-
3
-
1
5
0-
3
-
1
5
4.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
16.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2021/TPI2014
CSI.
TC
BC
WB
Matrix-S
0.67
0.65
0.13
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.13
-0.24
0.02
(loc)
2-6
2-6
4
l/defl
>999
>575
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 40 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF No.2 G
BOT CHORD 2x4 DF No.2 G
WEBS 2x4 DF Std G
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-7-14 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=630/0-3-8 (min. 0-1-8), 4=630/0-3-8 (min. 0-1-8)
Max Horz2=-25(LC 10)
Max Uplift2=-73(LC 12), 4=-73(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-7=-980/251, 7-8=-930/256, 3-8=-930/268, 3-9=-930/268, 9-10=-930/256,
4-10=-980/251
BOT CHORD 2-11=-171/879, 6-11=-171/879, 6-12=-171/879, 4-12=-171/879
WEBS 3-6=0/414
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-1-9 to 1-10-7, Interior(1) 1-10-7 to 6-0-0, Exterior(2R) 6-0-0 to 9-0-0, Interior(1)
9-0-0 to 13-1-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) A plate rating reduction of 20% has been applied for the green lumber members.
6) One RT4 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 4. This connection is for uplift only
and does not consider lateral forces.
7) This truss has been designed for a moving concentrated load of 250.0lb live and 18.0lb dead located at all mid panels and at all panel
points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads.
LOAD CASE(S) Standard
Job
8339-NEW ADU SANTA ANA
Truss
AB03
Truss Type
GABLE
Qty
1
Ply
1
8339-New ADU Santa Ana
Job Reference (optional)
8.710 s Aug 17 2023 MiTek Industries, Inc. Wed Oct 1 21:49:34 2025 Page 1 ID:PnXkgddMlicu3G1IrO25DtyXtn8-AXoZ0xWb1B8o9fhAUXr98?IuTdYv9NalW066?0yXmH?
Scale = 1:22.5
T1 T1B1
T2 T2
W1ST2
ST1
ST2
ST1
1
2
3
4
5
6
7
12 11 10 9 8
17 18
19 20 21 22 23 24
4x6 4x6
3x6 3x6
5x6
1x4
6-0-0
6-0-0
12-0-0
6-0-0
-1-1-0
1-1-0
6-0-0
6-0-0
12-0-0
6-0-0
13-1-0
1-1-0
0-
3
-
1
5
2-
3
-
1
5
0-
3
-
1
5
4.00 12
D=280 PLF
Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-3-0,Edge], [5:0-3-0,Edge], [6:0-3-0,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
16.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2021/TPI2014
CSI.
TC
BC
WB
Matrix-S
0.38
0.26
0.09
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.02
0.01
(loc)
6
7
10
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 52 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF No.2 G *Except*
T2: 2x6 DF No.2 G
BOT CHORD 2x4 DF No.2 G
WEBS 2x4 DF Std G
OTHERS 2x4 DF Std G
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-0-4 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 12-0-0.
(lb) - Max Horz2=24(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) 10 except 2=-461(LC 25), 6=-461(LC 26), 11=-140(LC 36),
9=-140(LC 41)
Max Grav All reactions 250 lb or less at joint(s) except 2=717(LC 24), 6=717(LC 23), 10=484(LC 44),
11=261(LC 43), 12=354(LC 42), 9=261(LC 45), 8=354(LC 46)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1848/1719, 3-17=-932/1040, 4-17=-899/853, 4-18=-899/853, 5-18=-932/1040,
5-6=-1848/1719
BOT CHORD 2-19=-1558/1709, 12-19=-1184/1262, 12-20=-718/795, 11-20=-531/608, 11-21=-307/384,
9-22=-307/384, 9-23=-531/608, 8-23=-718/795, 8-24=-1184/1262, 6-24=-1558/1709
WEBS 4-10=-430/277
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp
C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-1-9 to 1-10-7, Exterior(2N) 1-10-7 to 6-0-0, Corner(3R) 6-0-0 to 9-0-0,
Exterior(2N) 9-0-0 to 13-1-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable
End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Gable requires continuous bottom chord bearing.
5) Gable studs spaced at 1-4-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8) A plate rating reduction of 20% has been applied for the green lumber members.
9) One RT7 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 6. This connection is for uplift only
and does not consider lateral forces.
10) One RT4 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 10, 11, and 9. This connection is for
uplift only and does not consider lateral forces.
11) This truss has been designed for a moving concentrated load of 250.0lb live and 18.0lb dead located at all mid panels and at all panel
points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads.
12) This truss has been designed for a total seismic drag load of 280 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist
drag loads along bottom chord from 0-0-0 to 12-0-0 for 280.0 plf.
LOAD CASE(S) Standard
Job
8339-NEW ADU SANTA ANA
Truss
B
Truss Type
Rafter
Qty
2
Ply
1
8339-New ADU Santa Ana
Job Reference (optional)
8.710 s Aug 17 2023 MiTek Industries, Inc. Wed Oct 1 21:49:35 2025 Page 1 ID:PnXkgddMlicu3G1IrO25DtyXtn8-fkMxEHXDoVGfnpGM2EMOhDr2J0yGurAvlgrgXSyXmH_
Scale = 1:9.2
T1
1
3
2
3-11-4
3-11-4
0-5-4
0-5-4
3-11-4
3-6-0
0-
5
-
8
1-
7
-
8
0-
3
-
8
0-
4
-
4
1-
3
-
4
4.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
16.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2021/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.44
0.00
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.05
-0.09
-0.00
(loc)
1-2
1-2
2
l/defl
>815
>472
n/a
L/d
240
180
n/a
PLATES
Weight: 6 lb FT = 20%
GRIP
LUMBER-
TOP CHORD 2x4 DF No.2 G
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=131/0-5-8 (min. 0-1-9), 2=131/Mechanical
Max Horz1=36(LC 12)
Max Uplift1=-26(LC 12), 2=-38(LC 12)
Max Grav1=326(LC 24), 2=326(LC 25)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 3-10-8 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) * 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.
3) A plate rating reduction of 20% has been applied for the green lumber members.
4) Refer to girder(s) for truss to truss connections.
5) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2.
7) This truss has been designed for a moving concentrated load of 250.0lb live and 18.0lb dead located at all mid panels and at all panel
points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads.
LOAD CASE(S) Standard
Job
8339-NEW ADU SANTA ANA
Truss
CR-1
Truss Type
JACK-OPEN GIRDER
Qty
3
Ply
1
8339-New ADU Santa Ana
Job Reference (optional)
8.710 s Aug 17 2023 MiTek Industries, Inc. Wed Oct 1 21:49:36 2025 Page 1 ID:PnXkgddMlicu3G1IrO25DtyXtn8-7wwJRdYrZpOWOzrYbytdDQN6fQHVdIQ2zJbD2uyXmGz
Scale = 1:23.6
T1
W1
1
2
3
5
6 4
6x6
3x10
3x10
3x10
3x10
3x10
4x6
13-4-9
1-6-0
1-6-0
1-8-8
0-2-8
12-11-2
11-2-10
13-0-8
0-1-7
14-5-14
1-5-6
14-6-4
0-0-6
12-8-4
12-8-4
14-5-14
1-9-10
14-6-4
0-0-6
0-
3
-
1
1
3-
8
-
1
2
0-
4
-
0
0-
4
-
0
3-
4
-
1
2
2.83 12
Plate Offsets (X,Y)-- [2:0-7-2,Edge], [3:0-1-8,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
16.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2021/TPI2014
CSI.
TC
BC
WB
Matrix-MS
0.85
0.00
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.33
-0.74
-0.00
(loc)
2-3
2-3
4
l/defl
>409
>185
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 37 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF No.2 G
WEBS 2x4 DF No.1&Btr G
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-4-4 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=57/Mechanical, 2=525/0-4-15 (min. 0-1-8), 3=461/0-4-4 (min. 0-1-8)
Max Horz2=119(LC 4)
Max Uplift4=-19(LC 4), 2=-167(LC 4), 3=-147(LC 4)
Max Grav4=293(LC 23), 2=525(LC 1), 3=473(LC 22)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional); cantilever left exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) * 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.
3) A plate rating reduction of 20% has been applied for the green lumber members.
4) Refer to girder(s) for truss to truss connections.
5) 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.
6) One RT3A MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 4. This connection is for uplift only and
does not consider lateral forces.
7) One RT4 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 3. This connection is for uplift only
and does not consider lateral forces.
8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3.
9) This truss has been designed for a moving concentrated load of 250.0lb live and 18.0lb dead located at all mid panels and at all panel
points along the Top Chord, nonconcurrent with any other live loads.
10) This truss is designed for a creep factor of 2.50, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. The building designer
shall verify that this parameter fits with the intended use of this component.
LOAD CASE(S) Standard
Job
8339-NEW ADU SANTA ANA
Truss
CR-2
Truss Type
JACK-OPEN GIRDER
Qty
1
Ply
1
8339-New ADU Santa Ana
Job Reference (optional)
8.710 s Aug 17 2023 MiTek Industries, Inc. Wed Oct 1 21:49:36 2025 Page 1 ID:PnXkgddMlicu3G1IrO25DtyXtn8-7wwJRdYrZpOWOzrYbytdDQN5iQHVdIQ2zJbD2uyXmGz
Scale = 1:19.8
T1
W1
1
2
4
5 3
5x8
3x10
3x10
3x10
3x10
3x10
4x6
13-4-9
1-10-4
0-1-12
12-11-2
11-0-14
13-0-8
0-1-7
14-5-14
1-5-6
14-6-4
0-0-6
12-8-4
12-8-4
14-5-14
1-9-10
14-6-4
0-0-6
3-
8
-
1
2
0-
4
-
0
0-
4
-
0
3
4
1
2
2.83 12
Plate Offsets (X,Y)-- [1:Edge,0-3-8], [2:0-1-8,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
16.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2021/TPI2014
CSI.
TC
BC
WB
Matrix-MS
0.91
0.00
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.28
-0.63
-0.00
(loc)
1-2
1-2
3
l/defl
>458
>206
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 33 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF No.2 G
WEBS 2x4 DF No.1&Btr G
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-5-7 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) 1=389/Mechanical, 3=57/Mechanical, 2=447/0-4-4 (min. 0-1-8)
Max Horz1=103(LC 4)
Max Uplift1=-101(LC 4), 3=-19(LC 4), 2=-146(LC 4)
Max Grav1=441(LC 21), 3=293(LC 23), 2=467(LC 22)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip
DOL=1.60
2) * 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.
3) A plate rating reduction of 20% has been applied for the green lumber members.
4) Refer to girder(s) for truss to truss connections.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=101.
7) One RT3A MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 3. This connection is for uplift only and
does not consider lateral forces.
8) One RT4 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and
does not consider lateral forces.
9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2.
10) This truss has been designed for a moving concentrated load of 250.0lb live and 18.0lb dead located at all mid panels and at all panel
points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads.
11) This truss is designed for a creep factor of 2.50, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. The building designer
shall verify that this parameter fits with the intended use of this component.
LOAD CASE(S) Standard
Job
8339-NEW ADU SANTA ANA
Truss
J2A
Truss Type
JACK-OPEN
Qty
3
Ply
1
8339-New ADU Santa Ana
Job Reference (optional)
8.710 s Aug 17 2023 MiTek Industries, Inc. Wed Oct 1 21:49:37 2025 Page 1 ID:PnXkgddMlicu3G1IrO25DtyXtn8-b6UhfyYTK6WN07Ql9fOsmewSoqbmMlgBCzKmaKyXmGy
Scale = 1:7.5
T1
B11
2
5
3
6 42x4
2-0-0
2-0-0
-1-1-0
1-1-0
1-11-11
1-11-11
0-
3
-
1
5
0-
1
1
-
1
3
0-
3
-
9
4.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
16.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2021/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.18
0.19
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.01
-0.01
-0.00
(loc)
2-4
2-4
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 7 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF No.2 G
BOT CHORD 2x4 DF No.2 G
BRACING-
TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 3=45/Mechanical, 2=198/0-3-8 (min. 0-1-8), 4=20/Mechanical
Max Horz2=36(LC 12)
Max Uplift3=-9(LC 9), 2=-52(LC 12)
Max Grav3=288(LC 25), 2=367(LC 24), 4=288(LC 27)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * 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.
4) A plate rating reduction of 20% has been applied for the green lumber members.
5) Refer to girder(s) for truss to truss connections.
6) One RT3A MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 3. This connection is for uplift only and
does not consider lateral forces.
7) One RT4 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and
does not consider lateral forces.
8) This truss has been designed for a moving concentrated load of 250.0lb live and 18.0lb dead located at all mid panels and at all panel
points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads.
LOAD CASE(S) Standard
Job
8339-NEW ADU SANTA ANA
Truss
J2AS
Truss Type
JACK-OPEN
Qty
1
Ply
1
8339-New ADU Santa Ana
Job Reference (optional)
8.710 s Aug 17 2023 MiTek Industries, Inc. Wed Oct 1 21:49:37 2025 Page 1 ID:PnXkgddMlicu3G1IrO25DtyXtn8-b6UhfyYTK6WN07Ql9fOsmewS?qbCMlgBCzKmaKyXmGy
Scale = 1:7.6
T1
B1
1
4
2
5 32x4
2-0-0
1-9-0
0-3-0
0-3-0
1-11-11
1-8-11
2-0-0
0-0-5
0-
4
-
1
5
0-
1
1
-
1
3
0-
3
-
9
4.00 12
Plate Offsets (X,Y)-- [1:0-0-9,0-0-3]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
16.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2021/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.17
0.16
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.01
-0.01
-0.00
(loc)
1-3
1-3
2
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 5 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF No.2 G
BOT CHORD 2x4 DF No.2 G
BRACING-
TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=78/Mechanical, 3=17/Mechanical, 2=61/Mechanical
Max Horz1=20(LC 12)
Max Uplift2=-19(LC 12)
Max Grav1=312(LC 24), 3=285(LC 27), 2=295(LC 25)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * 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.
4) A plate rating reduction of 20% has been applied for the green lumber members.
5) Refer to girder(s) for truss to truss connections.
6) Refer to girder(s) for truss to truss connections.
7) One RT3A MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and
does not consider lateral forces.
8) This truss has been designed for a moving concentrated load of 250.0lb live and 18.0lb dead located at all mid panels and at all panel
points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads.
LOAD CASE(S) Standard
Job
8339-NEW ADU SANTA ANA
Truss
J2B
Truss Type
JACK-OPEN
Qty
3
Ply
1
8339-New ADU Santa Ana
Job Reference (optional)
8.710 s Aug 17 2023 MiTek Industries, Inc. Wed Oct 1 21:49:38 2025 Page 1 ID:PnXkgddMlicu3G1IrO25DtyXtn8-3J24sIZ55QeEeH?xjNv5IrTYEEx?5CwLRd4K7nyXmGx
Scale = 1:10.9
T1
B1
1
2
5
6
3
7
4
2x4
2-0-0
2-0-0
-1-1-0
1-1-0
2-0-0
2-0-0
3-11-11
1-11-11
0-
3
-
1
5
1-
7
-
1
3
0-
4
-
4
1-
3
-
9
1-
7
-
1
3
4.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
16.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2021/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.46
0.19
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.01
-0.01
-0.00
(loc)
2-4
2-4
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 10 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF No.2 G
BOT CHORD 2x4 DF No.2 G
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-0-0 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=127/Mechanical, 2=255/0-3-8 (min. 0-1-8), 4=20/Mechanical
Max Horz2=55(LC 12)
Max Uplift3=-34(LC 12), 2=-59(LC 12)
Max Grav3=325(LC 25), 2=392(LC 24), 4=288(LC 27)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-1-9 to 1-10-7, Interior(1) 1-10-7 to 3-10-15 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * 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.
4) A plate rating reduction of 20% has been applied for the green lumber members.
5) Refer to girder(s) for truss to truss connections.
6) One RT3A MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 3. This connection is for uplift only and
does not consider lateral forces.
7) One RT4 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and
does not consider lateral forces.
8) This truss has been designed for a moving concentrated load of 250.0lb live and 18.0lb dead located at all mid panels and at all panel
points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads.
LOAD CASE(S) Standard
Job
8339-NEW ADU SANTA ANA
Truss
J2BS
Truss Type
JACK-OPEN
Qty
1
Ply
1
8339-New ADU Santa Ana
Job Reference (optional)
8.710 s Aug 17 2023 MiTek Industries, Inc. Wed Oct 1 21:49:38 2025 Page 1 ID:PnXkgddMlicu3G1IrO25DtyXtn8-3J24sIZ55QeEeH?xjNv5IrTZWExR5CwLRd4K7nyXmGx
Scale = 1:10.9
T1
B1
1
4
5
2
6
3
2x4
2-0-0
1-9-0
0-3-0
0-3-0
2-0-0
1-9-0
3-11-11
1-11-11
0-
4
-
1
5
1-
7
-
1
3
0-
4
-
4
1-
3
-
9
1-
7
-
1
3
4.00 12
Plate Offsets (X,Y)-- [1:0-0-9,0-0-3]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
16.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2021/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.44
0.16
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.01
-0.01
-0.00
(loc)
1-3
1-3
2
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 8 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF No.2 G
BOT CHORD 2x4 DF No.2 G
BRACING-
TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=149/Mechanical, 2=131/Mechanical, 3=17/Mechanical
Max Horz1=39(LC 12)
Max Uplift1=-14(LC 12), 2=-39(LC 12)
Max Grav1=344(LC 24), 2=326(LC 25), 3=285(LC 27)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-2 to 3-0-2, Interior(1) 3-0-2 to 3-7-15 zone; cantilever left and right exposed ;
end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * 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.
4) A plate rating reduction of 20% has been applied for the green lumber members.
5) Refer to girder(s) for truss to truss connections.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1.
8) One RT3A MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and
does not consider lateral forces.
9) This truss has been designed for a moving concentrated load of 250.0lb live and 18.0lb dead located at all mid panels and at all panel
points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads.
LOAD CASE(S) Standard
Job
8339-NEW ADU SANTA ANA
Truss
J2C
Truss Type
JACK-OPEN
Qty
3
Ply
1
8339-New ADU Santa Ana
Job Reference (optional)
8.710 s Aug 17 2023 MiTek Industries, Inc. Wed Oct 1 21:49:39 2025 Page 1 ID:PnXkgddMlicu3G1IrO25DtyXtn8-XVcS4eajskm5FQa7H4RKr3?eEeHEqfAUfHptfDyXmGw
Scale = 1:14.3
T1
B1
1
2
5
6
3
7
4
2x4
2-0-0
2-0-0
-1-1-0
1-1-0
2-0-0
2-0-0
5-11-11
3-11-11
0-
3
-
1
5
2-
3
-
1
3
0-
4
-
4
1-
1
1
-
9
2-
3
-
1
3
4.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
16.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2021/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.82
0.19
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.01
-0.01
-0.00
(loc)
2-4
2-4
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 13 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF No.2 G
BOT CHORD 2x4 DF No.2 G
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-0-0 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=204/Mechanical, 2=323/0-3-8 (min. 0-1-8), 4=20/Mechanical
Max Horz2=74(LC 12)
Max Uplift3=-57(LC 12), 2=-71(LC 12)
Max Grav3=358(LC 25), 2=422(LC 24), 4=288(LC 27)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-1-9 to 1-10-7, Interior(1) 1-10-7 to 5-10-15 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * 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.
4) A plate rating reduction of 20% has been applied for the green lumber members.
5) Refer to girder(s) for truss to truss connections.
6) One RT3A MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 3. This connection is for uplift only and
does not consider lateral forces.
7) One RT4 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and
does not consider lateral forces.
8) This truss has been designed for a moving concentrated load of 250.0lb live and 18.0lb dead located at all mid panels and at all panel
points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads.
LOAD CASE(S) Standard
Job
8339-NEW ADU SANTA ANA
Truss
J2CS
Truss Type
JACK-OPEN
Qty
1
Ply
1
8339-New ADU Santa Ana
Job Reference (optional)
8.710 s Aug 17 2023 MiTek Industries, Inc. Wed Oct 1 21:49:39 2025 Page 1 ID:PnXkgddMlicu3G1IrO25DtyXtn8-XVcS4eajskm5FQa7H4RKr3?ekeHgqfAUfHptfDyXmGw
Scale = 1:14.3
T1
B1
1
4
5
2
6
32x4
2-0-0
1-9-0
0-3-0
0-3-0
2-0-0
1-9-0
5-11-11
3-11-11
0-
4
-
1
5
2-
3
-
1
3
0-
4
-
4
1-
1
1
-
9
2-
3
-
1
3
4.00 12
Plate Offsets (X,Y)-- [1:0-0-9,0-0-3]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
16.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2021/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.79
0.16
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.01
-0.01
-0.00
(loc)
1-3
1-3
2
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 11 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF No.2 G
BOT CHORD 2x4 DF No.2 G
BRACING-
TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=221/Mechanical, 2=203/Mechanical, 3=17/Mechanical
Max Horz1=59(LC 12)
Max Uplift1=-28(LC 12), 2=-59(LC 12)
Max Grav1=376(LC 24), 2=358(LC 25), 3=285(LC 27)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-2 to 3-0-2, Interior(1) 3-0-2 to 5-7-15 zone; cantilever left and right exposed ;
end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * 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.
4) A plate rating reduction of 20% has been applied for the green lumber members.
5) Refer to girder(s) for truss to truss connections.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1.
8) One RT3A MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and
does not consider lateral forces.
9) This truss has been designed for a moving concentrated load of 250.0lb live and 18.0lb dead located at all mid panels and at all panel
points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads.
LOAD CASE(S) Standard
Job
8339-NEW ADU SANTA ANA
Truss
J8A
Truss Type
JACK-OPEN
Qty
4
Ply
1
8339-New ADU Santa Ana
Job Reference (optional)
8.710 s Aug 17 2023 MiTek Industries, Inc. Wed Oct 1 21:49:40 2025 Page 1 ID:PnXkgddMlicu3G1IrO25DtyXtn8-?hAqH_bMd1uyta8KqoyZNGYvT1ayZ6QeuxZRBfyXmGv
Scale = 1:17.2
Camber = 1/8 in
T1
B1
1
2
8
9
3
4
3x6
8-0-0
8-0-0
-1-1-0
1-1-0
1-11-11
1-11-11
0-
3
-
1
5
0-
1
1
-
1
3
0-
3
-
9
4.00 12
Plate Offsets (X,Y)-- [2:0-0-13,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
16.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2021/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.41
0.35
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.07
-0.20
0.00
(loc)
4-7
4-7
3
l/defl
>999
>467
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 16 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF No.2 G
BOT CHORD 2x4 DF No.2 G
BRACING-
TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 3=142/Mechanical, 2=183/0-3-8 (min. 0-1-8), 4=56/Mechanical
Max Horz2=36(LC 8)
Max Uplift2=-58(LC 8)
Max Grav3=385(LC 23), 2=353(LC 21), 4=111(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional); cantilever left exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * 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.
4) A plate rating reduction of 20% has been applied for the green lumber members.
5) Refer to girder(s) for truss to truss connections.
6) One RT4 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and
does not consider lateral forces.
7) This truss has been designed for a moving concentrated load of 250.0lb live and 18.0lb dead located at all mid panels and at all panel
points along the Top Chord, nonconcurrent with any other live loads.
LOAD CASE(S) Standard
Job
8339-NEW ADU SANTA ANA
Truss
J8B
Truss Type
JACK-OPEN
Qty
4
Ply
1
8339-New ADU Santa Ana
Job Reference (optional)
8.710 s Aug 17 2023 MiTek Industries, Inc. Wed Oct 1 21:49:40 2025 Page 1 ID:PnXkgddMlicu3G1IrO25DtyXtn8-?hAqH_bMd1uyta8KqoyZNGYus1Z7Z6QeuxZRBfyXmGv
Scale = 1:17.0
Camber = 1/4 in
T1
B1
1
2
8
9
3
4
3x6
8-0-0
8-0-0
-1-1-0
1-1-0
3-11-11
3-11-11
0-
3
-
1
5
1-
7
-
1
3
0-
3
-
9
4.00 12
Plate Offsets (X,Y)-- [2:0-0-9,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
16.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2021/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.51
0.40
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.10
-0.32
0.00
(loc)
4-7
4-7
2
l/defl
>997
>301
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 19 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF No.2 G
BOT CHORD 2x4 DF No.2 G
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 3=155/Mechanical, 2=300/0-3-8 (min. 0-1-8), 4=66/Mechanical
Max Horz2=55(LC 8)
Max Uplift3=-9(LC 8), 2=-35(LC 8)
Max Grav3=358(LC 23), 2=435(LC 21), 4=124(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional); cantilever left exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * 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.
4) A plate rating reduction of 20% has been applied for the green lumber members.
5) Refer to girder(s) for truss to truss connections.
6) One RT3A MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 3. This connection is for uplift only and
does not consider lateral forces.
7) One RT4 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and
does not consider lateral forces.
8) This truss has been designed for a moving concentrated load of 250.0lb live and 18.0lb dead located at all mid panels and at all panel
points along the Top Chord, nonconcurrent with any other live loads.
LOAD CASE(S) Standard
Job
8339-NEW ADU SANTA ANA
Truss
J8C
Truss Type
JACK-OPEN
Qty
4
Ply
1
8339-New ADU Santa Ana
Job Reference (optional)
8.710 s Aug 17 2023 MiTek Industries, Inc. Wed Oct 1 21:49:41 2025 Page 1 ID:PnXkgddMlicu3G1IrO25DtyXtn8-TukCUKb_OL0pVkjWOVTowU5?vRutIZfn7bI_k6yXmGu
Scale = 1:16.8
Camber = 5/16 in
T1
B1
1
2
8
9
3
4
3x6
8-0-0
8-0-0
-1-1-0
1-1-0
5-11-11
5-11-11
0-
3
-
1
5
2-
3
-
1
3
0-
3
-
9
4.00 12
Plate Offsets (X,Y)-- [2:0-1-1,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
16.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2021/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.75
0.50
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.12
-0.48
0.00
(loc)
4-7
4-7
2
l/defl
>796
>200
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 21 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF No.2 G
BOT CHORD 2x4 DF No.2 G
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 3=198/Mechanical, 2=383/0-3-8 (min. 0-1-8), 4=85/Mechanical
Max Horz2=75(LC 8)
Max Uplift3=-38(LC 8), 2=-39(LC 8)
Max Grav3=367(LC 23), 2=480(LC 21), 4=138(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-8=-280/0
NOTES-
1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional); cantilever left exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * 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.
4) A plate rating reduction of 20% has been applied for the green lumber members.
5) Refer to girder(s) for truss to truss connections.
6) One RT3A MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 3. This connection is for uplift only and
does not consider lateral forces.
7) One RT4 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and
does not consider lateral forces.
8) This truss has been designed for a moving concentrated load of 250.0lb live and 18.0lb dead located at all mid panels and at all panel
points along the Top Chord, nonconcurrent with any other live loads.
LOAD CASE(S) Standard
Job
8339-NEW ADU SANTA ANA
Truss
J8D
Truss Type
JACK-OPEN
Qty
4
Ply
1
8339-New ADU Santa Ana
Job Reference (optional)
8.710 s Aug 17 2023 MiTek Industries, Inc. Wed Oct 1 21:49:41 2025 Page 1 ID:PnXkgddMlicu3G1IrO25DtyXtn8-TukCUKb_OL0pVkjWOVTowU5?dRtQIZfn7bI_k6yXmGu
Scale = 1:17.0
Camber = 5/16 in
T1
B1
1
2
8
9
3
4
3x6
8-0-0
8-0-0
-1-1-0
1-1-0
7-11-11
7-11-11
0-
3
-
1
5
2-
1
1
-
1
3
0-
3
-
9
4.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
16.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2021/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.77
0.53
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.17
-0.52
0.01
(loc)
4-7
4-7
2
l/defl
>576
>185
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 24 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF No.1&Btr G
BOT CHORD 2x4 DF No.1&Btr G
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-7-10 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=247/Mechanical, 2=451/0-3-8 (min. 0-1-8), 4=111/Mechanical
Max Horz2=94(LC 8)
Max Uplift3=-59(LC 8), 2=-47(LC 8)
Max Grav3=385(LC 23), 2=513(LC 21), 4=153(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-8=-306/0
NOTES-
1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional); cantilever left exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * 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.
4) A plate rating reduction of 20% has been applied for the green lumber members.
5) Refer to girder(s) for truss to truss connections.
6) One RT3A MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 3. This connection is for uplift only and
does not consider lateral forces.
7) One RT4 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and
does not consider lateral forces.
8) This truss has been designed for a moving concentrated load of 250.0lb live and 18.0lb dead located at all mid panels and at all panel
points along the Top Chord, nonconcurrent with any other live loads.
9) This truss is designed for a creep factor of 2.50, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. The building designer
shall verify that this parameter fits with the intended use of this component.
LOAD CASE(S) Standard
Job
8339-NEW ADU SANTA ANA
Truss
J8E
Truss Type
JACK-OPEN
Qty
2
Ply
1
8339-New ADU Santa Ana
Job Reference (optional)
8.710 s Aug 17 2023 MiTek Industries, Inc. Wed Oct 1 21:49:42 2025 Page 1 ID:PnXkgddMlicu3G1IrO25DtyXtn8-x4Haigcc8f8g6uIiyC_1Thd9DrCS10vwMF2XGYyXmGt
Scale = 1:19.3
Camber = 5/16 in
T1
B1
1
2 9
10
3
11
4
53x6
8-0-0
8-0-0
-1-1-0
1-1-0
8-0-0
8-0-0
9-1-15
1-1-15
0-
3
-
1
5
3-
4
-
9
0-
4
-
4
3-
0
-
5
3-
4
-
9
4.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
16.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2021/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.78
0.54
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.17
-0.52
0.01
(loc)
5-8
5-8
2
l/defl
>566
>182
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 26 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF No.1&Btr G
BOT CHORD 2x4 DF No.1&Btr G
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings Mechanical except (jt=length) 2=0-3-8, 5=Mechanical, 3=0-3-0.
(lb) - Max Horz2=106(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) 4, 2, 3
Max Grav All reactions 250 lb or less at joint(s) 5 except 4=286(LC 25), 2=514(LC 22), 3=403(LC 24)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-9=-306/0
NOTES-
1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional); cantilever left exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * 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.
4) A plate rating reduction of 20% has been applied for the green lumber members.
5) Refer to girder(s) for truss to truss connections.
6) Refer to girder(s) for truss to truss connections.
7) One RT3A MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 4. This connection is for uplift only and
does not consider lateral forces.
8) One RT4 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 3. This connection is for uplift only
and does not consider lateral forces.
9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3.
10) This truss has been designed for a moving concentrated load of 250.0lb live and 18.0lb dead located at all mid panels and at all panel
points along the Top Chord, nonconcurrent with any other live loads.
11) This truss is designed for a creep factor of 2.50, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. The building designer
shall verify that this parameter fits with the intended use of this component.
LOAD CASE(S) Standard
Job
8339-NEW ADU SANTA ANA
Truss
R-1
Truss Type
RAFTER
Qty
1
Ply
1
8339-New ADU Santa Ana
Job Reference (optional)
8.710 s Aug 17 2023 MiTek Industries, Inc. Wed Oct 1 21:49:42 2025 Page 1 ID:PnXkgddMlicu3G1IrO25DtyXtn8-x4Haigcc8f8g6uIiyC_1ThdGZrKv10vwMF2XGYyXmGt
Scale = 1:10.6
T1
1
3 2
5-7-15
5-7-15
5-6-4
5-6-4
5-7-15
0-1-11
0-
3
-
9
0-
2
-
1
0-
2
-
0
0-
1
-
9
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
16.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2021/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.37
0.00
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.04
-0.09
0.00
(loc)
1-2
1-2
l/defl
>999
>740
n/a
L/d
240
180
n/a
PLATES
Weight: 12 lb FT = 20%
GRIP
LUMBER-
TOP CHORD 2x6 DF No.2 G
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-7-15 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=196/Mechanical, 2=196/0-3-8 (min. 0-1-8)
Max Uplift1=-72(LC 4), 2=-72(LC 4)
Max Grav1=355(LC 20), 2=355(LC 21)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip
DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) * 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.
4) A plate rating reduction of 20% has been applied for the green lumber members.
5) Refer to girder(s) for truss to truss connections.
6) 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.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2.
8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2.
9) This truss has been designed for a moving concentrated load of 250.0lb live and 18.0lb dead located at all mid panels and at all panel
points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads.
LOAD CASE(S) Standard