HomeMy WebLinkAboutMI2000-B21103501Job
B21103501
Truss
GE01
Truss Type
Common Supported Gable
Qty
2
Ply
1
Heuer Homes LLC - Mapalad Pool House
Job Reference (optional)
8.420 s Mar 22 2021 MiTek Industries, Inc. Fri Dec 3 15:36:07 2021 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:oLWjupIpOMyeUER4vL1aV0ztSwA-zdFcP6R8uQUHkRKs8ohG3WtmD12n9fOU8uqvKyyCej6
Scale = 1:66.2
T2 T2
B1
ST9ST8ST7ST6ST5ST4ST3ST2
ST1
ST8 ST7 ST6 ST5 ST4 ST3 ST2
ST1
HW1
T1 T1
B21
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
39 38 37 36 35 34
33 3231 30 29 28 27 26 25 24 23 22
40
41
42
43
44
45
46
47
48 49
50
51
52
53
54
55
56
57
58 59 60 61 62 63
6465 66 67 68 69 70 71 72 73 74
4x6
3x6 3x6 2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
5x6
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
5x6
2x4
2x4
3x6
25-0-0
25-0-0
-0-10-8
0-10-8
12-6-0
12-6-0
25-0-0
12-6-0
25-10-8
0-10-8
0-7-910-0-10-7-99.00 12
Plate Offsets (X,Y)-- [4:0-3-0,0-3-0], [18:0-3-0,0-3-0]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
10.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.19
0.17
0.33
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
-0.00
0.01
(loc)
20
20
20
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 159 lb FT = 20%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF-S Stud *Except*
ST9,ST8: 2x4 SPF No.2
WEDGE
Left: 2x4 SPF-S Stud , Right: 2x4 SPF-S Stud
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 11-30, 10-31, 12-29
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 25-0-0.
(lb) - Max Horz2=194(LC 15)
Max Uplift All uplift 100 lb or less at joint(s) 2, 31, 32, 34, 35, 36, 37, 38, 39, 29,
28, 27, 26, 25, 24, 23, 22, 20
Max Grav All reactions 250 lb or less at joint(s) except 2=318(LC 56), 30=306(LC 101),
31=315(LC 100), 32=313(LC 99), 34=314(LC 98), 35=313(LC 97), 36=313(LC 96),
37=317(LC 95), 38=308(LC 94), 39=325(LC 93), 29=315(LC 102), 28=313(LC 103),
27=314(LC 104), 26=313(LC 105), 25=313(LC 106), 24=317(LC 107), 23=308(LC 108),
22=325(LC 109), 20=318(LC 74)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 5-37=-260/50, 4-38=-250/45, 3-39=-276/79, 17-24=-260/50, 18-23=-250/45, 19-22=-276/73
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=18ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable
end zone and C-C Exterior(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=1.33 plate grip DOL=1.33
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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate
DOL=1.15); Category II; Exp B; Partially Exp.; 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 1-4-0 oc.
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, with BCDL = 10.0psf.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 31, 32, 34, 35, 36,
37, 38, 39, 29, 28, 27, 26, 25, 24, 23, 22, 20.
12) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
13) This truss has been designed for a moving concentrated load of 250.0lb live and 10.0lb dead located at all mid panels and at all panel
points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads.
Continued on page 2
Job
B21103501
Truss
GE01
Truss Type
Common Supported Gable
Qty
2
Ply
1
Heuer Homes LLC - Mapalad Pool House
Job Reference (optional)
8.420 s Mar 22 2021 MiTek Industries, Inc. Fri Dec 3 15:36:08 2021 Page 2 Builders Firstsource, Mooresville, Indiana 46158 ID:oLWjupIpOMyeUER4vL1aV0ztSwA-Rpp_dSSmfkc8Mbv2iWCVckQxzRN0u6edNYZSsOyCej5
LOAD CASE(S) Standard
Job
B21103501
Truss
GE02
Truss Type
Valley
Qty
1
Ply
1
Heuer Homes LLC - Mapalad Pool House
Job Reference (optional)
8.420 s Mar 22 2021 MiTek Industries, Inc. Fri Dec 3 15:36:10 2021 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:oLWjupIpOMyeUER4vL1aV0ztSwA-OCxk27T1BLssbu3RqxFzh9VIzE34M3Uwrs2ZxHyCej3
Scale = 1:44.2
T1 T1
B1
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
ST11
2
3
4
5
6
7
8
9
10
11
20 19 18 17 16 15 14 13 12
21
22
23
24
25 26
27
28
29
30
31 32 33 34 35 36 37 38 39 40
3x4
4x6
3x4
2x4 2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
14-2-11
14-2-11
7-1-5
7-1-5
14-2-11
7-1-5
0-0-47-1-50-0-412.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
10.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.16
0.14
0.18
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
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: 70 lb FT = 20%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF-S Stud
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 14-2-11.
(lb) - Max Horz1=-131(LC 12)
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) except 1=288(LC 47), 11=288(LC 57), 16=302(LC 72), 17=313(LC
71), 18=314(LC 70), 19=311(LC 69), 20=323(LC 68), 15=313(LC 73), 14=314(LC 74), 13=311(LC 75), 12=323(LC
76)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 4-18=-255/70, 3-19=-262/63, 2-20=-280/71, 8-14=-255/71, 9-13=-262/62, 10-12=-280/71
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=18ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable
end zone and C-C Exterior(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=1.33 plate grip DOL=1.33
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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate
DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.00
5) Unbalanced snow loads have been considered for this design.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 1-4-0 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, with BCDL = 10.0psf.
10) 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.
11) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
12) This truss has been designed for a moving concentrated load of 250.0lb live and 10.0lb 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
B21103501
Truss
GE03
Truss Type
Valley
Qty
1
Ply
1
Heuer Homes LLC - Mapalad Pool House
Job Reference (optional)
8.420 s Mar 22 2021 MiTek Industries, Inc. Fri Dec 3 15:36:13 2021 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:oLWjupIpOMyeUER4vL1aV0ztSwA-onctg9VvUGERSMn0V3ogJn7pOS4SZPEMXpHDXcyCej0
Scale = 1:52.3
T1 T1
B1
ST6
ST5
ST4
ST3
ST2ST1
ST5
ST4
ST3
ST2 ST1
B2
1
2
3
4
5
6
7
8
9
10
11
12
13
25 24
2322 21 20 19 18 17 16 15 14
26
27
28
29
30
31
32 33
34
35
36
37
38
39
40 41
42 43 44 45 46 47 48 49 50 51
3x4
4x6
3x4
3x6 2x4 2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
16-2-9
16-2-9
8-1-4
8-1-4
16-2-9
8-1-4
0-0-48-1-40-0-412.00 12
Plate Offsets (X,Y)-- [23:0-2-0,0-1-8]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
10.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.15
0.22
0.24
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
13
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 85 lb FT = 20%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except*
B1: 2x4 SPF-S Stud
OTHERS 2x4 SPF-S Stud
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 16-2-9.
(lb) - Max Horz1=-150(LC 12)
Max Uplift All uplift 100 lb or less at joint(s) 1, 13, 20, 21, 22, 24, 25, 18, 17, 16, 15, 14
Max Grav All reactions 250 lb or less at joint(s) except 1=282(LC 49), 13=282(LC 61), 19=302(LC 79), 20=313(LC
78), 21=314(LC 77), 22=313(LC 76), 24=313(LC 75), 25=314(LC 74), 18=313(LC 80), 17=314(LC 81), 16=313(LC
82), 15=313(LC 83), 14=314(LC 84)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 4-22=-256/64, 3-24=-265/65, 2-25=-275/62, 10-16=-256/64, 11-15=-265/65, 12-14=-274/61
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=18ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable
end zone and C-C Exterior(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=1.33 plate grip DOL=1.33
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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate
DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.00
5) Unbalanced snow loads have been considered for this design.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 1-4-0 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, with BCDL = 10.0psf.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 13, 20, 21, 22, 24,
25, 18, 17, 16, 15, 14.
11) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
12) This truss has been designed for a moving concentrated load of 250.0lb live and 10.0lb 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
B21103501
Truss
T01
Truss Type
COMMON
Qty
7
Ply
1
Heuer Homes LLC - Mapalad Pool House
Job Reference (optional)
8.420 s Mar 22 2021 MiTek Industries, Inc. Fri Dec 3 15:36:15 2021 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:oLWjupIpOMyeUER4vL1aV0ztSwA-kAkd5rX90tU8ifxPcUq8OCC?NFc21G_f_7mKcUyCej_
Scale = 1:60.0
T2 T2
B1
W1
W2
W3
W4
W5
HW1 HW1
T1 T1
B212
3
4
5
6
7
8
9
13 12 11 10
14
15 16
17
18 19 20 21
3x6
4x6
3x6
3x8 3x8 MT18HS
3x6
2x4 3x8
3x6
2x4 3x8
6-3-3
6-3-3
14-10-4
8-7-1
19-10-15
5-0-11
25-0-0
5-1-1
-0-10-8
0-10-8
6-3-3
6-3-3
12-6-0
6-2-13
18-8-13
6-2-13
25-0-0
6-3-3
25-10-8
0-10-8
0-7-910-0-10-7-99.00 12
Plate Offsets (X,Y)-- [2:0-3-8,Edge], [8:0-3-8,Edge]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
10.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.76
0.79
0.42
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.29
-0.44
0.01
0.03
(loc)
11-13
11-13
8
2-13
l/defl
>601
>399
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT18HS
Weight: 105 lb FT = 20%
GRIP
169/123
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except*
B2: 2x4 SPF 2100F 1.8E
WEBS 2x4 SPF-S Stud *Except*
W2,W3: 2x4 SPF No.2
WEDGE
Left: 2x4 SPF-S Stud , Right: 2x4 SPF-S Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 3-11, 5-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=571/0-3-8 (min. 0-1-8), 11=1186/0-3-8 (min. 0-1-10), 8=342/0-3-8 (min. 0-1-8)
Max Horz2=-194(LC 14)
Max Uplift2=-14(LC 16), 11=-31(LC 16), 8=-40(LC 12)
Max Grav2=609(LC 26), 11=1287(LC 3), 8=409(LC 46)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-14=-653/0, 3-14=-532/21, 5-16=0/314, 8-17=-309/106
BOT CHORD 2-18=-48/538, 13-18=-48/538, 12-13=-48/538, 12-19=-48/538, 11-19=-48/538
WEBS 3-13=0/426, 3-11=-627/145, 5-11=-489/43, 7-11=-427/283, 7-10=-160/364
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=18ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable
end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate
DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
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 = 10.0psf.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11, 8.
10) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
11) This truss has been designed for a moving concentrated load of 250.0lb live and 10.0lb 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
B21103501
Truss
T02
Truss Type
COMMON
Qty
8
Ply
1
Heuer Homes LLC - Mapalad Pool House
Job Reference (optional)
8.420 s Mar 22 2021 MiTek Industries, Inc. Fri Dec 3 15:36:16 2021 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:oLWjupIpOMyeUER4vL1aV0ztSwA-CMI0IBYnnBc?JpWbABMNxQlA6fyHmj8pDnVt7xyCeiz
Scale = 1:60.0
T2
T3
B1
W1
W2
W3
W4
W5
HW1 HW1
T1
B212
3
4
5
6
7
11 10 9 8
12
13 14
15
16 17 18 19
3x6
4x6
3x8 3x8 MT18HS
3x6
2x4 3x8
3x6
2x4 3x6
6-3-3
6-3-3
14-10-4
8-7-1
19-10-15
5-0-11
25-0-0
5-1-1
-0-10-8
0-10-8
6-3-3
6-3-3
12-6-0
6-2-13
18-8-13
6-2-13
25-0-0
6-3-3
0-7-910-0-10-7-99.00 12
Plate Offsets (X,Y)-- [2:0-3-8,Edge]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
10.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.76
0.79
0.43
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.29
-0.44
0.01
0.03
(loc)
9-11
9-11
7
2-11
l/defl
>601
>399
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT18HS
Weight: 104 lb FT = 20%
GRIP
169/123
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except*
B2: 2x4 SPF 2100F 1.8E
WEBS 2x4 SPF-S Stud *Except*
W2,W3: 2x4 SPF No.2
WEDGE
Left: 2x4 SPF-S Stud , Right: 2x4 SPF-S Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 3-9, 5-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=571/0-3-8 (min. 0-1-8), 9=1191/0-3-8 (min. 0-1-10), 7=276/0-3-8 (min. 0-1-8)
Max Horz2=192(LC 13)
Max Uplift2=-14(LC 16), 9=-32(LC 16), 7=-38(LC 12)
Max Grav2=609(LC 26), 9=1291(LC 3), 7=387(LC 46)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-12=-646/0, 3-12=-531/19, 5-14=0/312, 7-15=-308/100
BOT CHORD 2-16=-51/534, 11-16=-51/534, 10-11=-51/534, 10-17=-51/534, 9-17=-51/534
WEBS 3-11=0/426, 3-9=-627/145, 5-9=-488/45, 6-9=-434/285, 6-8=-157/364
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=18ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable
end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate
DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
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 = 10.0psf.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9, 7.
10) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
11) This truss has been designed for a moving concentrated load of 250.0lb live and 10.0lb 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
B21103501
Truss
V01
Truss Type
Valley
Qty
1
Ply
1
Heuer Homes LLC - Mapalad Pool House
Job Reference (optional)
8.420 s Mar 22 2021 MiTek Industries, Inc. Fri Dec 3 15:36:17 2021 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:oLWjupIpOMyeUER4vL1aV0ztSwA-hYsOWWZQYVksxz5nkvtcTdIPA3OOVEBySRFRfNyCeiy
Scale = 1:40.7
T1 T1
B1
ST2
ST1 ST1
1
2
3
4
5
8 7 6
9
10
11 12
13
14
15 16 17 18 19 20
3x4
4x6
3x4
2x4 2x4
2x4
2x4
2x4
0-0-4
0-0-4
13-2-8
13-2-4
6-7-4
6-7-4
13-2-8
6-7-4
0-0-46-7-40-0-412.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
10.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.48
0.41
0.18
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
5
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 45 lb FT = 20%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF-S Stud
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 13-2-0.
(lb) - Max Horz1=-121(LC 12)
Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-146(LC 16), 6=-146(LC 17)
Max Grav All reactions 250 lb or less at joint(s) except 1=301(LC 41), 5=301(LC 45), 7=387(LC 51), 8=405(LC 50),
6=405(LC 52)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-8=-334/187, 4-6=-334/187
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=18ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable
end zone and C-C Exterior(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=1.33 plate grip DOL=1.33
3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate
DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this design.
5) Gable requires continuous bottom chord bearing.
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 = 10.0psf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb)
8=146, 6=146.
9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
10) This truss has been designed for a moving concentrated load of 250.0lb live and 10.0lb 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
B21103501
Truss
V02
Truss Type
Valley
Qty
1
Ply
1
Heuer Homes LLC - Mapalad Pool House
Job Reference (optional)
8.420 s Mar 22 2021 MiTek Industries, Inc. Fri Dec 3 15:36:18 2021 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:oLWjupIpOMyeUER4vL1aV0ztSwA-9lQmjsZ2IosjZ7gzIcOr0rqXjThaEiS6g5__CpyCeix
Scale = 1:31.5
T1 T1
B1
ST1
1
2
3
4
5
6 7
8
9 103x6
4x6
3x6
2x4
0-0-4
0-0-4
10-2-9
10-2-5
5-1-4
5-1-4
10-2-9
5-1-4
0-0-45-1-40-0-412.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
10.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.69
0.61
0.12
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 31 lb FT = 20%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF-S Stud
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) 1=223/10-2-1 (min. 0-1-8), 3=223/10-2-1 (min. 0-1-8), 4=315/10-2-1 (min. 0-1-8)
Max Horz1=-92(LC 12)
Max Uplift1=-20(LC 17), 3=-20(LC 17)
Max Grav1=359(LC 39), 3=359(LC 41), 4=442(LC 44)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=18ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable
end zone and C-C Exterior(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=1.33 plate grip DOL=1.33
3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate
DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this design.
5) Gable requires continuous bottom chord bearing.
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 = 10.0psf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
10) This truss has been designed for a moving concentrated load of 250.0lb live and 10.0lb 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
B21103501
Truss
V03
Truss Type
Valley
Qty
1
Ply
1
Heuer Homes LLC - Mapalad Pool House
Job Reference (optional)
8.420 s Mar 22 2021 MiTek Industries, Inc. Fri Dec 3 15:36:19 2021 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:oLWjupIpOMyeUER4vL1aV0ztSwA-dx_8xCag36_aAHFArKv4Z2Nfst?cz9RFvlkYkGyCeiw
Scale = 1:23.8
T1 T1
B1
ST1
1
2
3
4
5 6
7 83x4
4x6
3x4 2x4
0-0-4
0-0-4
7-2-9
7-2-5
3-7-4
3-7-4
7-2-9
3-7-4
0-0-43-7-40-0-412.00 12
Plate Offsets (X,Y)-- [1:0-1-2,0-1-8], [3:0-0-9,0-1-8]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
10.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.86
0.75
0.07
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 19 lb FT = 20%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF-S Stud
BOT CHORD 2x4 SPF-S Stud
OTHERS 2x4 SPF-S Stud
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) 1=144/7-2-1 (min. 0-1-8), 3=144/7-2-1 (min. 0-1-8), 4=232/7-2-1 (min. 0-1-8)
Max Horz1=63(LC 13)
Max Uplift1=-13(LC 17), 3=-13(LC 17)
Max Grav1=325(LC 39), 3=325(LC 41), 4=390(LC 44)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=18ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable
end zone and C-C Exterior(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=1.33 plate grip DOL=1.33
3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate
DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this design.
5) Gable requires continuous bottom chord bearing.
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 = 10.0psf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
10) This truss has been designed for a moving concentrated load of 250.0lb live and 10.0lb 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
B21103501
Truss
V04
Truss Type
Valley
Qty
1
Ply
1
Heuer Homes LLC - Mapalad Pool House
Job Reference (optional)
8.420 s Mar 22 2021 MiTek Industries, Inc. Fri Dec 3 15:36:21 2021 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:oLWjupIpOMyeUER4vL1aV0ztSwA-ZJ5uMucwbjFIQaPYzkxYeTS4agmxR4HYM3Deo8yCeiu
Scale = 1:13.1
T1 T1
B1
ST1
1
2
3
4
5
6
7 8
2x4
4x6
2x4 2x4
4-2-5
4-2-5
4-2-9
0-0-4
2-1-4
2-1-4
4-2-9
2-1-4
0-0-42-1-40-0-412.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
10.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.52
0.37
0.05
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 10 lb FT = 20%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF-S Stud
BOT CHORD 2x4 SPF-S Stud
OTHERS 2x4 SPF-S Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-2-9 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=84/4-2-1 (min. 0-1-8), 3=84/4-2-1 (min. 0-1-8), 4=113/4-2-1 (min. 0-1-8)
Max Horz1=-34(LC 12)
Max Uplift1=-11(LC 17), 3=-11(LC 17)
Max Grav1=297(LC 39), 3=297(LC 41), 4=327(LC 44)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=18ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable
end zone and C-C Exterior(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=1.33 plate grip DOL=1.33
3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate
DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this design.
5) Gable requires continuous bottom chord bearing.
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 = 10.0psf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
10) This truss has been designed for a moving concentrated load of 250.0lb live and 10.0lb 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