HomeMy WebLinkAboutTRUSS LAYOUT - 22-00356 - 126 Charles Place - New SFR.pdf512
=4x5
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1112
32 31 30 29 28 27 26 6525 24 66 23 22 21 67 20 1968 18 17 16 15 14 13 12
10
3 9
4 8
5 7
6
T1
T2
T1
T2
B1B1B2
W1
W3
W4
W6
W4
W3
W1
W2
W5
W2
W5
ST14
ST15
ST12
ST13
ST11ST10ST8
ST9
ST6
ST7
ST4
ST5
ST3
ST2ST1
ST14
ST15
ST12
ST13
ST11 ST10 ST8
ST9
ST6
ST7
ST4
ST5
ST3
ST2 ST1
1-4-0
49-4-0
1-4-0
-1-4-0
4-8-12
11-2-12
4-8-12
41-6-0
5-9-9
29-9-9
5-9-9
24-0-0
6-6-0
6-6-0
6-6-0
48-0-0
6-11-11
36-9-4
6-11-11
18-2-7
7-6-13
16-0-0
7-6-13
39-6-13
8-0-0
32-0-0
8-0-0
24-0-0
8-5-3
8-5-3
8-5-3
48-0-010-10-70-4-110-4-1Scale = 1:83.1
Plate Offsets (X, Y):[4:0-4-0,0-3-0], [8:0-4-0,0-3-0], [18:0-3-0,0-3-0], [18:0-2-0,0-2-0], [26:0-3-0,0-3-0], [26:0-2-8,0-1-1]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL)-0.02 2-32 >999 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.26 Vert(CT)-0.03 2-32 >999 240
BCLL 0.0 *Rep Stress Incr YES WB 0.39 Horz(CT)0.01 10 n/a n/a
BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.01 2-32 >999 240 Weight: 374 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except* W4,W6,W5:2x4 DF 1800F 1.6E or 2x4 DF
No.1&Btr or 2x4 DF-N 1800F 1.6E
OTHERS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 6-22, 5-22, 7-22
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 48-0-0.
(lb) -Max Horiz 2=-186 (LC 11)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 12, 13, 31, 32 except
10=-126 (LC 11), 14=-255 (LC 11), 18=-208 (LC 11), 22=-220
(LC 10), 26=-223 (LC 10), 30=-265 (LC 10)
Max Grav All reactions 250 (lb) or less at joint(s) 12, 13, 15, 16, 17, 19,
20, 21, 23, 24, 25, 27, 28, 29, 31, 32 except 2=417 (LC 21),
10=430 (LC 22), 14=774 (LC 22), 18=594 (LC 22), 22=847 (LC
1), 26=591 (LC 21), 30=787 (LC 21)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-256/126, 9-10=-255/81
WEBS 3-30=-440/228, 5-26=-448/144, 6-22=-456/50, 7-18=-447/141, 9-14=-429/222, 4-30=-454/144, 8-14=-452/144
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior (2) zone; cantilever 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)All plates are 2x4 MT20 unless otherwise indicated.
5)Gable studs spaced at 2-0-0 oc.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 7.0psf.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 31, 32, 13, 12 except (jt=lb) 10=125, 18=207, 26=222,
30=264, 22=219, 14=255.
9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
A01 1 121-056820T Common Job Reference (optional)
Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Mon Jul 11 11:34:53 Page: 1
ID:Kbnv6AgVyIUUOiit5vs4kzyz8PC-WjpAL4CjCItd3lJnDmxnBEGr1cadlyE8za7SeQyz891
512
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=3x6 =2x4
=5x8
1112
16 15 17 18 14 19 20 13 12
10
3 9
4 8
5 7
6
T2
T1
T2
T1
B1 B1B2
W6
W1
W2 W3
W4 W5 W5 W4
W3 W2
W1
1-4-0
49-4-0
1-4-0
-1-4-0
4-8-12
11-2-12
4-8-12
41-6-0
5-9-9
29-9-9
5-9-9
24-0-0
6-6-0
6-6-0
6-6-0
48-0-0
6-11-11
36-9-4
6-11-11
18-2-7
7-6-13
16-0-0
7-6-13
39-6-13
8-0-0
32-0-0
8-0-0
24-0-0
8-5-3
8-5-3
8-5-3
48-0-010-10-70-4-110-4-1Scale = 1:83.1
Plate Offsets (X, Y):[2:0-2-5,Edge], [4:0-4-0,0-3-0], [8:0-4-0,0-3-0], [10:0-2-5,Edge], [13:0-4-0,Edge], [15:0-4-0,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL)-0.53 14 >999 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.81 Vert(CT)-0.77 13-14 >742 240
BCLL 0.0 *Rep Stress Incr YES WB 0.87 Horz(CT)0.28 10 n/a n/a
BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.25 14-15 >999 240 Weight: 239 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except* W6,W4,W5:2x4 DF 1800F 1.6E or 2x4 DF
No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-0-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-6 oc bracing.
WEBS 1 Row at midpt 5-14, 7-14
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)2=2466/0-5-8, (min. 0-2-10), 10=2466/0-5-8, (min. 0-2-10)
Max Horiz 2=-186 (LC 11)
Max Uplift 2=-491 (LC 10), 10=-491 (LC 11)
2 2FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5163/1469, 3-4=-4877/1440, 4-5=-4048/1257, 5-6=-3107/1056, 6-7=-3107/1056, 7-8=-4048/1257, 8-9=-4877/1440,
9-10=-5163/1469
BOT CHORD 2-16=-1232/4636, 15-16=-1073/4209, 15-17=-787/3444, 17-18=-787/3444, 14-18=-787/3444, 14-19=-787/3444,
19-20=-787/3444, 13-20=-787/3444, 12-13=-1073/4209, 10-12=-1232/4636
WEBS 6-14=-628/1896, 3-16=-355/185, 4-16=-95/476, 4-15=-809/331, 5-15=-174/696, 5-14=-1135/438, 7-14=-1135/438,
7-13=-174/696, 8-13=-809/331, 8-12=-95/476, 9-12=-355/185
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 7.0psf.
5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 491 lb uplift at joint 2 and 491 lb uplift at joint 10.
6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
A02 10 121-056820T Common Job Reference (optional)
Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Mon Jul 11 11:34:53 Page: 1
ID:zZvBoatsqrcQsOb6nPybUGyz8ku-WjpAL4CjCItd3lJnDmxnBEGl_cS6lrj8za7SeQyz891
512
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1
2
15 14 16 17 13 18 19 12 11
10
93
84
5 7
6
T1
T2
T3
T2
W7
B3B1B2
W1
W3
W4
W6
W4
W3
W1
W2
W5
W2
W5
1-4-0
-1-4-0
4-4-11
4-4-11
5-9-9
29-9-9
5-9-9
24-0-0
6-10-1
11-2-12
6-11-11
36-9-4
6-11-11
18-2-7
7-2-12
44-0-0
4-5-3
44-0-0
7-6-13
16-0-0
7-6-13
39-6-13
8-0-0
32-0-0
8-0-0
24-0-0
8-5-3
8-5-310-10-70-4-1 2-0-110-4-1Scale = 1:76.7
Plate Offsets (X, Y):[2:0-2-9,Edge], [4:0-4-0,Edge], [8:0-4-0,Edge], [9:0-3-0,0-1-12], [12:0-3-0,0-3-4], [14:0-4-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL)-0.37 13-14 >999 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.69 Vert(CT)-0.54 13-14 >963 240
BCLL 0.0 *Rep Stress Incr YES WB 0.71 Horz(CT)0.19 10 n/a n/a
BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.19 14-15 >999 240 Weight: 231 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
*Except* W7,W3,W2:2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 5-10-4 oc bracing.
WEBS 1 Row at midpt 5-13, 7-13
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=2276/0-5-8, (min. 0-2-7), 10=2135/0-5-8, (min. 0-2-4)
Max Horiz 2=237 (LC 10)
Max Uplift 2=-467 (LC 10), 10=-390 (LC 11)
3 3FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4806/1399, 3-4=-4379/1255, 4-5=-3577/1123, 5-6=-2618/915, 6-7=-2618/914, 7-8=-3089/981, 8-9=-2570/737,
9-10=-2103/622
BOT CHORD 2-15=-1308/4334, 14-15=-1075/3789, 14-16=-774/2994, 16-17=-774/2994, 13-17=-774/2994, 13-18=-690/2705,
18-19=-690/2705, 12-19=-690/2705, 11-12=-781/2756
WEBS 3-15=-457/241, 4-14=-838/347, 5-14=-187/723, 6-13=-512/1507, 7-12=-47/255, 9-11=-606/2349, 4-15=-25/345,
5-13=-1130/434, 8-11=-945/336, 7-13=-748/295
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 7.0psf.
5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 390 lb uplift at joint 10 and 467 lb uplift at joint 2.
6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
A03 10 121-056820T Common Job Reference (optional)
Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Mon Jul 11 11:34:53 Page: 1
ID:LzSvzbozcOW?qggT1aoeubyz8iQ-_vNYYQDLzc?Ugvu_nUS0jRpxP0qFUKSICEt0Atyz890
512
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=2x6 =2x4
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NAILEDNAILED NAILED
1 2
29 28 27 26 25 24 23 64 22 21 20 65 19 66 67 18 17 68 16 15 14 13 12 11
10
93
4 8
5 7
6
T1
T2
T3
T2
W7
B3B1B2
W1
W3
W4
W6
W4
W3
W1
W2
W5
W2
W5
ST15
ST16
ST13
ST14
ST12ST11ST9
ST10
ST7
ST8
ST5
ST6
ST4ST2
ST3ST1
ST15
ST16
ST13
ST14
ST12 ST11 ST9
ST10
ST7
ST8
ST5
ST6
ST4 ST2
ST3
1-4-0
-1-4-0
4-4-11
4-4-11
5-9-9
29-9-9
5-9-9
24-0-0
6-10-1
11-2-12
6-11-11
36-9-4
6-11-11
18-2-7
7-2-12
44-0-0
2-9-4
24-0-0
3-2-12
32-0-0
4-5-3
44-0-0
4-9-4
28-9-4
5-2-12
21-2-12
7-6-13
16-0-0
7-6-13
39-6-13
8-5-3
8-5-310-10-70-4-1 2-0-110-4-1Scale = 1:76.7
Plate Offsets (X, Y):[4:0-3-12,0-3-4], [8:0-3-12,Edge], [9:0-3-0,0-1-12], [16:0-3-0,0-3-0], [16:0-2-0,0-2-0], [23:0-3-0,0-3-0], [23:0-2-8,0-1-1], [44:0-1-12,0-0-12], [63:0-1-12,0-0-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL)-0.01 18-19 >999 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.14 Vert(CT)-0.02 18-19 >999 240
BCLL 0.0 *Rep Stress Incr NO WB 0.78 Horz(CT)0.01 10 n/a n/a
BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.01 18-19 >999 240 Weight: 365 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except* W4,W6,W5:2x4 DF 1800F 1.6E or 2x4 DF
No.1&Btr or 2x4 DF-N 1800F 1.6E
OTHERS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 26-27,25-26,24-25,23-24.
WEBS 1 Row at midpt 6-19
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 21-5-8. except 10=15-5-8, 16=15-5-8, 12=15-5-8, 17=15-5-8,
15=15-5-8, 14=15-5-8, 13=15-5-8, 11=15-5-8, 18=0-5-8, 20=0-5-8
(lb) -Max Horiz 2=237 (LC 8)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 10, 17, 20, 21 except
12=-132 (LC 26), 16=-360 (LC 9), 23=-358 (LC 8), 27=-279 (LC
25)
Max Grav All reactions 250 (lb) or less at joint(s) 11, 13, 14, 15, 17, 18,
20, 21, 22, 24, 25, 26, 28, 29 except 2=427 (LC 19), 10=258
(LC 20), 12=429 (LC 20), 16=1126 (LC 1), 23=1058 (LC 1),
27=810 (LC 19)
4 4FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-431/114, 3-4=-181/378, 5-6=-406/221, 6-7=-406/203
BOT CHORD 2-29=-205/349, 28-29=-205/349, 27-28=-205/349
WEBS 3-27=-636/298, 5-23=-912/279, 7-16=-856/232, 8-16=-379/219, 4-27=-612/209, 8-12=-422/128
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; 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)All plates are 1.5x4 MT20 unless otherwise indicated.
5)Gable studs spaced at 2-0-0 oc.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 7.0psf.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 2, 21, 17, 20 except (jt=lb) 16=360, 23=357, 27=279,
12=132.
9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
10)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines.
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
Job Truss Truss Type Qty Ply
A04 1 121-056820T Common Job Reference (optional)
Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Mon Jul 11 11:34:53 Page: 1
ID:Vl3M6V1ZwpekswV6EK_ZJUyz8WV-_vNYYQDLzc?Ugvu_nUS0jRpyz0yqUJEICEt0Atyz890
Continued on page 2
Uniform Loads (lb/ft)
Vert: 1-6=-84, 6-9=-84, 2-10=-14
Concentrated Loads (lb)
Vert: 65=-29 (B), 66=-29 (B), 67=-29 (B)
Job Truss Truss Type Qty Ply
A04 1 121-056820T Common Job Reference (optional)
Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Mon Jul 11 11:34:53 Page: 2
ID:Vl3M6V1ZwpekswV6EK_ZJUyz8WV-_vNYYQDLzc?Ugvu_nUS0jRpyz0yqUJEICEt0Atyz890
1212
=5x8
=5x6 =5x6
=4x5
=3x10
=5x6
=4x5
=5x8
1 712
11 10 9
8
62
53
4
T2
T1
T2
T1
W1 W1
B1 B2
W2 W2
W3 W4
W5
W4 W3
ST5
ST6
ST3
ST4ST2
ST1
ST5
ST6
ST3
ST4 ST2
ST1
1-4-0
22-4-0
1-4-0
-1-4-0
5-1-4
10-6-0
5-1-4
15-7-4
5-4-12
21-0-0
5-4-12
5-4-12
5-1-4
15-7-4
5-3-0
10-6-0
5-3-0
5-3-0
5-4-12
21-0-012-2-151-1-611-7-6Scale = 1:56.2
Plate Offsets (X, Y):[2:0-3-8,Edge], [3:0-3-0,0-3-0], [5:0-3-0,0-3-0], [6:0-3-8,Edge], [11:0-3-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL)-0.03 10 >999 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.14 Vert(CT)-0.04 10-11 >999 240
BCLL 0.0 *Rep Stress Incr YES WB 0.57 Horz(CT)0.01 8 n/a n/a
BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.02 10 >999 240 Weight: 204 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except* W4,W5:2x4 DF 1800F 1.6E or 2x4 DF
No.1&Btr or 2x4 DF-N 1800F 1.6E
OTHERS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)8=1148/0-3-8, (min. 0-1-8), 12=1148/0-3-8, (min. 0-1-8)
Max Horiz 12=312 (LC 9)
Max Uplift 8=-192 (LC 11), 12=-192 (LC 10)
6 6FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1092/257, 3-4=-828/342, 4-5=-828/342, 5-6=-1094/258, 2-12=-1112/323, 6-8=-1111/324
BOT CHORD 11-12=-301/369, 10-11=-161/733, 9-10=-56/665
WEBS 2-11=-13/560, 6-9=-22/559, 3-10=-356/276, 4-10=-328/603, 5-10=-357/275
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior (2) zone; cantilever 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)All plates are 1.5x4 MT20 unless otherwise indicated.
5)Gable studs spaced at 2-0-0 oc.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 192 lb uplift at joint 12 and 192 lb uplift at joint 8.
9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
B01 1 121-056820T Common Structural Gable Job Reference (optional)
Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Mon Jul 11 11:34:53 Page: 1
ID:6iHesOlSGmROlL7HTRoJL9yz8ne-_vNYYQDLzc?Ugvu_nUS0jRpzu0yoUNdICEt0Atyz890
1212
=1.5x4
=5x8
=5x6 =5x6
=4x5
=3x10
=4x5
=4x6 =2x6
1 10
9 8 11 12
7
2
6
53
4
T2
T1
T3
W1 W7
B1 B2
W6W3W4
W5
W4
W2
1-4-0
-1-4-0
4-11-5
15-5-5
5-1-4
10-6-0
5-0-3
20-5-8
5-4-12
5-4-12
5-3-0
10-6-0
5-3-0
5-3-0
9-11-8
20-5-812-2-151-1-6 1-7-1411-7-6Scale = 1:56.2
Plate Offsets (X, Y):[2:0-3-8,Edge], [3:0-3-0,0-3-0], [9:0-3-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL)-0.25 7-8 >971 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.46 Vert(CT)-0.40 7-8 >607 240
BCLL 0.0 *Rep Stress Incr YES WB 0.67 Horz(CT)0.01 7 n/a n/a
BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.02 8-9 >999 240 Weight: 134 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except* W6,W4,W5:2x4 DF 1800F 1.6E or 2x4 DF
No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)7=983/0-5-8, (min. 0-1-8), 10=1126/0-3-8, (min. 0-1-8)
Max Horiz 10=296 (LC 7)
Max Uplift 7=-166 (LC 10), 10=-187 (LC 10)
7 7FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1062/254, 3-4=-809/330, 4-5=-810/329, 5-6=-319/140, 2-10=-1086/322, 6-7=-314/150
BOT CHORD 9-10=-312/341, 8-9=-198/707, 8-11=-97/594, 11-12=-97/594, 7-12=-97/594
WEBS 2-9=-21/535, 5-7=-822/165, 3-8=-328/285, 4-8=-310/578, 5-8=-274/290
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 7.0psf.
5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 187 lb uplift at joint 10 and 166 lb uplift at joint 7.
6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
B02 3 121-056820T Common Job Reference (optional)
Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Mon Jul 11 11:34:53 Page: 1
ID:rqD8BtkCSlcVwKlT0irSu8yz8sq-_vNYYQDLzc?Ugvu_nUS0jRpzt0tnUL0ICEt0Atyz890
1212
=1.5x4 =4x5
=1.5x4 =1.5x4
=4x5
=3x10 =1.5x4 =1.5x4
=4x5
=1.5x4
1 7
10
9
8
11 12
2 6
3 5
4
T1 T1
W1 W1
B1
W3
W2 W2
ST1 ST1
1-4-0
8-4-0
1-4-0
-1-4-0
3-6-0
3-6-0
3-6-0
7-0-0
3-6-0
3-6-0
3-6-0
7-0-05-2-151-1-64-7-6Scale = 1:30
Plate Offsets (X, Y):[2:0-2-0,0-1-12], [6:0-2-0,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL)0.00 9-10 >999 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.05 Vert(CT)0.00 8-9 >999 240
BCLL 0.0 *Rep Stress Incr YES WB 0.22 Horz(CT)0.00 8 n/a n/a
BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.00 9 >999 240 Weight: 49 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)8=462/0-3-8, (min. 0-1-8), 10=462/0-3-8, (min. 0-1-8)
Max Horiz 10=-129 (LC 8)
Max Uplift 8=-88 (LC 11), 10=-88 (LC 10)
8 8FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-262/62, 5-6=-262/62, 2-10=-440/191, 6-8=-440/191
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior (2) zone; cantilever 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)Gable studs spaced at 2-0-0 oc.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb uplift at joint 10 and 88 lb uplift at joint 8.
8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
C01 1 121-056820T Common Structural Gable Job Reference (optional)
Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Mon Jul 11 11:34:53 Page: 1
ID:jWLxl_y3X5YaEUsAGGiSIeyz8tq-_vNYYQDLzc?Ugvu_nUS0jRp3o0_DUS4ICEt0Atyz890
5 12
=2x4 =1.5x4
=1.5x4
1
2
4
3
T1
W1
B1
1-4-0
-1-4-0
2-0-0
2-0-0
2-0-01-8-70-4-1
1-2-1
Scale = 1:18.3
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL)n/a -n/a 999 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(CT)n/a -n/a 999
BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a
BCDL 7.0 Code IRC2015/TPI2014 Matrix-P Weight: 9 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=251/2-0-0, (min. 0-1-8), 4=47/2-0-0, (min. 0-1-8)
Max Horiz 2=52 (LC 10)
Max Uplift 2=-76 (LC 6), 4=-13 (LC 10)
9 9FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
3)Gable requires continuous bottom chord bearing.
4)Gable studs spaced at 2-0-0 oc.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 4 and 76 lb uplift at joint 2.
8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J01 2 121-056820T Monopitch Supported Gable Job Reference (optional)
Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Mon Jul 11 11:34:53 Page: 1
ID:?huPafiJ46_?N6pwkPLishyz8LI-_vNYYQDLzc?Ugvu_nUS0jRp6d0_hUVUICEt0Atyz890
5 12
=2x4 =1.5x4
=1.5x4
1
2
4
3
T1
W1
B1
1-4-0
-1-4-0
2-0-0
2-0-0
2-0-01-8-70-4-1
1-2-1
Scale = 1:18.3
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL)0.00 2-4 >999 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(CT)0.00 2-4 >999 240
BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a
BCDL 7.0 Code IRC2015/TPI2014 Matrix-P Weight: 9 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=257/0-5-8, (min. 0-1-8), 4=41/ Mechanical, (min. 0-1-8)
Max Horiz 2=52 (LC 10)
Max Uplift 2=-79 (LC 6), 4=-11 (LC 10)
10 10FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
4)Refer to girder(s) for truss to truss connections.
5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 4 and 79 lb uplift at joint 2.
6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J02 3 121-056820T Monopitch Job Reference (optional)
Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Mon Jul 11 11:34:53 Page: 1
ID:1ZV_u90x9VWtEnwwgcTKmHyz8WW-_vNYYQDLzc?Ugvu_nUS0jRp6W0_iUVUICEt0Atyz890