HomeMy WebLinkAboutTRUSS LAYOUT - 21-00205 - 646 Willow Brook Cir - AdditionJob
Truss
Truss Type
Oty
ply
26433
M01
Monopitch
6
=-Z-
TN¢sCraft-Morrtana, alllings MT.
591D1,Alen
14- envS F
b1
2-0-0
Scala =120.4
e22021 Print 8.4W S Feb 12201 MIek Industries. Inc. Thu Jun 2407:13:42 Page:1
IO:f4MZV010K7ayynJ?Zdgv 37pZ49G2PgcIYJZ71v CG UI25CzaBXGogkavK07z37fu
5-10-0
2x4
32
3x4 2x4
One RT15
Loading
TCLL
(psf)
34.7
Spacing
Plate Gri DOL
P
2-0-0
CSI
in
(roc) t/defl
PLATES GRIP
Lumber DOL
1.15
TC
0.73
Var[
Vert(LL)
-0.05
24 >999
360
60
MT20 197/144
TOOLMSnow=50.0)
BCDL _
10.0
Rep Stress Incr
1.15
Yes
8C
WE
0.25
Ven(CT)
-0.10
24 >659
240
0.0•
Code
IRC2018/rPI2014
Matrix-P
0.00
HO¢(CT)
n/a
- Na
n1a
BCDL
10.0
Weight 17 lb FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD
BOTCHORD 2x4 SPF 1650F 1.5E BOP CHORD
WEBS 2x4 SPF NI
REACTIONS (lb/size) 2=538/0.5-8, (min. 0-1-8), 4=255/ Mechanical, (min. 0-1-8)
Max Hodz 2=79 (LC 6)
Max Uplift 2=136 (LC 61 (LC 10)
Max Grav 2=732 (LC 17), 4=339 (LC 17)
FORCES (Ib)-Max. ComP./Max. Ten, -All forces 250(Ib) or less except when shown.
TOP CHORD 34=285/68
Sheathed or 5-11 oc Pudins, except end verticals.
Ri id ceilin tlirectl a lied or 10.0-0 oc bracin .
MIT It recommends that Stabilaers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES
1) Wind: ASCE 7-16; Vult--115mph (3-second gust) Vasd=91 mph; TCDL=6-Opsf; BCDL=6.Opsf; h=181p Cat II; EXP C; Enclosed; MWFRS.(envelope) exterior zone; can clever left
and right exposed ; Lumber DOL=1.33 Plate grip DOL=1.33
2) TOLL: ASCE 7-16; PI 50.0 psf; Pf=34.6 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct-1.10
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 34.6 psf on overhangs non -concurrent with other live loads.
5) Plates checked for a plus or minus 6 degree rotatton about Its center.
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.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tell by 2-00-00 wide will fit between the bottom chord and
any other members.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 4,
10) One RT15 USP connectors recommended to connect truss to bearing walls due to UPLIFT at Xs) 2. This connection is for uplift only and does not consider lateral forces.
11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R80210.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
O ty
Ply
Gamer
26433
M01A
Monopitch
1
1
Truss Craft-Mmlane, Billings MT:
59101,AIan
eunaeec cen.a
Job Reference (optional)
11uz1 Mnex inousma , Inc. Thu Jun24 o7t13:42 Page; 1
ID:UVFk,taSVBThDJaQP1ZDLU37pC-VMgQdO Jrl,_L3jBvnDIVbEINVQGj2gd=fuxRx37ft
2x4
31-2
3x4
axe
One RT15
Scale=1:19.1 1. 5.10-0
Loading
TCLL
(psl)
34.7
Spacing
Plate Gnp DOL
2-0-0
CSI
DEFL
in
(too) I/den
Ud
PLATES GRIP
(Ground Show =50.0)
LumberDOL
1.15
TC
0.86
Vert(LL)
-0-05
1-3 >999
360
MT20 197/144
BCDL
10.0
Rep Stress Ina
1.15
Yes
BC
WB
025
.0.00
Vert(CT)
-0.10
1-3 >659
240
BCLL
0.0`
Code
IRC2018fTP12014
Matrix-P
H=(CT)
n/a
- n/s
n/a
BCDL
10.0
Weightl5lb FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF 1650F 1,5E TOP CHORD
BOT CHORD 2x4 SPF 1650F 1.5E BOP CHORD
WEBS 2x4 SPF Not
REACTIONS (lb/size) 1=298/0-5-8, (min. 0-1-8). 3=2981 Mechanical, (min. 0-1-8)
Max Horiz 1=55 (LC 6)
Max Uplift 1= 31 (LC 6). 3=-46 (LC 6)
Max Grav 1=396 (LC 16), 3=396 (LC 16)
FORCES (Ib) - Max, Comp./Max. Ten. -All forces 250 0b) or less except when shown.
TOP CHORD 2-3=442/78
Sheathed or 5-10-0 oc pudins, except end verticals
Rigid ceiling directly am led or 10-0-0 oc bracma.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordancewith Stabilizer
Installation guide.
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=elmph; TCDL=S.Opsf; BCDL=6.Opsf; h=18fk Cat II; Exp C; Enclosed; MWFRS (envelope) extedorzone; cenbleverleft
and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL ASCE 7-16; Pg= 50.0 Psf; Pf=34.6 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10
3) Unbalanced snow loads have been considered forthis design.
4) Plates checked fora plus or minus 6 degree rotation about its center.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrem with any other live loads.
6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0&00 tall by 2.00-00 wide will fit between the bottom chord and
any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 In uplift at joint 3.
9) One RT15 LISP connectors recommended to connect truss to bearing walls due to UPLIFT atjt(s) 1. This connection is for uplift only and does not consider lateral forces.
10) This truss is designed In accordance with the 20181ntemational Residential Code sections. R502.11.1 and R802.10.2 and referenced standard AN SI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Oty Ply Gamer
26433 M01 GR Monopitch Girder 1 y
i Gaft Mortara. Songs MT 59101 AI Job Rere nce (ptl Oat)
R 6.43 S Feb 122021 PnnL 8.430 5 Feb 122021 Mnak Intlustres, Inc. Thu Jun 24 07:13:43 aa„e
0-3-114
w:umnuMMVrwWNhUMCXBa70x-VMgQdOowJefLL3jgtmDl VbCLN W DGimgzEA,P,37ft
2-11-0 5-100
2-11-0 2-11-0
31r
3x4
2x4
3x4
2
m
1
N2 d'
B1 4
6 5 7
3x4 2x4 4x5
One RT16-2 JUS28 JUS26
2-11-0 5-10.0
Scale=1:24A 2-11-0 2 11-0
Plate Offsets (X, Yy [TO 4-12,Edge]
Loading
TCLL
(psf)
34.7
Spacing 1-11-4
Plate Grip DOL
CSI
DEFL
in (loc) Udell L/d
PLATES GRIP
(Ground Snow 50.0)
1.15
Lumber 1.15
TC
BC
0.08
Vert(LL}
-0.01 5 >999 360
MT20 1971144
TCDL=
10.0
Rep Stress Incr NO
WB
0.14
Vert(CT)
-0.02 5 >999 240
BCLL
0.0•
Code IRC2018rP12014
Matrix-P
0.08
Ho¢(CT)
VVmd(LL)
0.00 4 We We
BCDL
0.0
0.00 5 >999 240
Weight: 4416 FT=20%
LUMBER
TOP CHORD
2x4 SPF 1650F 1.5E
BRACING
BOT CHORD
2x6 SPF 165OF 1.5E
TOP CHORD
Sheathed or 5-10.0 oc pudins, except end verticals.
WEBS
2x4 SPF No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS
(lb/size) 1=480/0-5-8, (min. 0-1-0), 4=185/ Mechanical, (min. 0.1-8)
Max Horiz 1=50 (LC 26)
Max Uplift 1=77 (LC 6), 4-91 (LC 6)
Max Grav 1=574 (LC 16), 4=580 (LC 16)
FORCES
(Ib) - Max Comp/Max. Ton. -At forces 250 Ob) or less except when shown.
TOP CHORD
1-2=-1218/163
BOT CHORD
1.6=-194/1155, 55=194/1155, 5-7=194/1155, 4-7=194/1155
WEBS
25=34/264, 2-4=1189/199
NOTES
1) 2-Ply truss to be connected together with 1Od (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 -1 now at 0-9-0 co.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0S-0 oc_
Web connected as follows: 2x4 - 1 now at 0-9-0 oc.
2) Ali loads are considered equally applied to all plies, except if noted as front (F) or back (9) face in the LOAD CASE(S) section. Ply to ply connections have been provided to
distribute only loads noted as (F) or (8), unless otherwise indicated.
3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91 mph; TCDL=6.Opsf; BCD1-=6.0psf; h=18ft; Cat II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed: Lumber DOL=1.33 plate grip DOL=1.33
4) TCLL ASCE 7-16; Pg= 50.0 Pat; Pf=34.6 psf (Lunt DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9;'Cs=1.00; Ct=1.10
5) Unbalanced snow loads have been considered for this design.
6) Plates checked fora plus or minus 6 degree rotation about its center.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
9) Refer to girder(s) for truss to truss connections.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 Ib uplift at joint 4.
11) One RT16-2 USP connectors recommended to connect truss to bearing walls due to UPLIFT at Xs) 1. This connection is for uplift only and does not consider lateral forces.
12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI?PI 1.
13) T02A (1Use S ply S26SP� to back face h 4-1 Od nails into bottom ah Girder &-1 Od nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0.0 from the left end to 4-0-0 to connect truss(es)
14) Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
1) Dead +Snow (balanced): Lumber Increase=l.l5, Plate Increase=1.15
Uniform Loads (lb/ft)
...d.nr x
FJob Truss TM Type Qty Ply Gamer
264 3 M01GR Monopitch Girder 1 y
Job Reference (optional)
iNs9 Galt-MaMana, BilGigs MT. 59101, Alan Run:B.g35 Feb 72202t Pnnt:e.430S Feb t2202f MReklntlustries, Inc. Thu Jur 24 W:13:43 page:2
--_^^-••••-•• M.M.I'„l,.....ozoiox-vmgwwOow 2L3je D7VbQ NwDGimgzEtuxR 37ft
Vert 1-3=87. 1-4=19 —
Concentrated Loads Qb)
Vert 6=194 (B), 7=194 (B)
Job Truss Truss Type qry Ply Garner
26433 T01 Common 7 1
Truss CJob Referen (optional)
a6 AA Run 8.435 Feb 122021--- --305 Feb 122021 MTek ln-----s.lnc. I M Jun 2407:13:43 Page: it
5x6
Scale=1:49.6
Plate Offsets (X, Y): [2:0-1-0;Edge), [6:0-1-0,Edge[
.-`P'� F'PQVquv IWar zT Npgmpr4wpryDILRdISa)7pOmgx77gzCUORT[237fs
Loading
TCLL
(psi)
34.7
Spacing
Plate Grip DOL
2-0-0
CSI
DEFL
in
(loc)
UdellUtl
PLATES GRIP
(Ground Snow=500)
Lumber DOL
1.15
TC
0.83
Vert(LL)
-0.18
8-10
>999
360
MT20 197/144
TCDL
10.0
Rep Stress Incr
1.15
Yes
BC
WB
0.62
Vert(CT)
-0.27
e-10
>999
240
BCLL
0.0•
Code
IRC2018/TPI2014
Matdx-S
0.22
Horz(CT)
0.06
6
n/a
n/a
BCDL
10.0
Wind(LL)
0.05
9-10
>999
240
Weight:e71b FT=20%
LUMBER
TOP CHORD 2x4 SPF 165OF 1.5E
BOT CHORD 2x4 SPF 1650F 1.5E
WEBS 2x4 SPF No.2
BRACING
TOP CHORD Sheathed or 2-2-0 cc pudins.
BOT CHORD Ri id ceilin directi a died or 10-0-0 oc bratan .
MTek recommends that Stabilizers and required cross bracing be
REACTIONS (Ib/size) 2=14871OJ.8, (min. 0-2-7). 6=1487/0-3-8, (min. 0-2-7) installed during truss erection, in accordance with Stabilizer
Max Hodz 2=115 (LC 10) Installation guide.
Max Uplift 2=152 (LC 10). 6=152 (LC 11)
Max Grav 2=1562 (LC M. 6=1562 (LC 18)
FORCES (Ib)- Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-11=-2449/183, 3-11=2200/165, 3-4=21061190, 4-5=2106/190, 5-12=2200/186, 6-12=2449/183
BOT CHORD 2-10=179/2086, 10-13=17/1256, 13.l4=17/1256, 9-14=17/1256, 8-9=17/1256, 6-8=-64/2086
WEBS 4-8=-82/906, 5-6=-680/205, 4-10=81/906, 3-10=680/205
NOTES
1) Wind: ASCE 7-16; Vult-115mph (3-second gust) Vasd=9lmph; TCDL=6.Opsf; BCDL=6.0psf; h=18fi Cat. II; Exp C; Enclosed; MWFRS (envelope) exteriorzone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL ASCE 7-16; Pg= 50.0 paf, Pf=34.6 pef (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10
3) Unbalanced snow loads have been considered forthis design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 34.6 psf on overhangs non -concurrent with other live loads.
5) Plates checked for a plus or minus 6 degree rotation about its center.
6) This truss has been designed for a 1 OX psf bottom chord live load nonconcument with any other live loads.
7) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 10.0 Pat.
8) One RT15 USP connectors recommended to connect truss to bearing walls due to UPLIFT at¢(s) 6 and 2. This connection is for uplift only and does not consider lateral
forces.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Muss Truss Type I IT Gamer
T01 G Common Supported Gable 1 'I
saint qla Job Refer (optionall
Run: 8.43 S Feb 122021 Pnnt 8.430 S Fab 122021 MRek Industries. Inc. Thu Jun 24 07.13:44 Page:1
10:09OxVXC ihYPSYs9K8us Mz37vu-RkxBih4kExhaNSX?Kph6WggvACOkbV7RY8 ?JYl7fr
-2-0-0 12.0-0
2"-02-0-0 12-0.0 2-U 26-M
2-0-0
4x5
8
15
oxe 2" 2x4 2x4
Scale =IAga
Plate Offsets (X,
Loading
TCLL
(psf)
34.7
Spacing
Plate Gn DOL
P
1-114
CS]
DEFL
in (lop) Well Ltd
PLATES GRIP
(Ground Snow=50.0)
Lumber DOL
1.15
1.15
TC
BC
0.50 Vert(LL)
We - n/a 999
MT2D 197/144
TCDL
10.0
Rep Stress Incr
Yes
WS
0.18 VertCT
Vert(CT)
n/a - Ma 999
BCLL
D.0"
Code
IRD2016/TPI2014
Matrix-S
0.73 Horz(CT)
0.00 14 n/a n/a
BCDL
10.0
Weght 1021b FT=20%
LUMBER
TOP CHORD
2x4 SPF 1650E 1.5E
BRACING
BOT CHORD
2x4 SPF 1650F 1.5E
TOP CHORD
Sheathed or 6-0-0 oc pudins.
OTHERS
2x4 SPF No.2
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS All bearings 24A-0,
(Ib) - Max Honz 2-112 (LC 10)
Max Uplift AN uplift 100 (lb) or less atjoint(s) 2, 14, 17, 18, 19, 20. 22, 23,
24, 25 except 16=158 (LC 16), 26=158 (LC 16)
Max Grav All reactions 250 (Ib) or less at joint(s) 16, 17, 21, 25, 26 except
2=532 (LC 16), 14=533 (LC 16). 18-283 (LC 18), 19=310 (LC
18), 20=328 (LC 18). 22=329 (LC 17), 23=313 (LC 17). 24=282
(LC 17)
FORCES (Ib)-Max. Comp./Max. Ten. -All forces 25001b) or less except when shown.
WEBS 7-22=290/70, B-23=273(70, 9-20=290/68, 10.19=270170
NOTES
1) Wnd:ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=B.Opsf; h=18ft; Cat. IB Exp C; Enclosed; MWFRS (envelope) exterior zone;
and light exposed ; Lumber DOL=1.33 plate grip DOL=1.33 cantilever left
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 perANSI/TPI 1.
3) TCLL: ASCE 7-16; Pg= 50.0 psf; Pf=34.6 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times Flat roof load of 34.6 Pat on overhangs nOrl Wncunrent with other live loads.
6) All plates are 2x4 MT20 unless otherwise indicated.
7) Plates checked for a Plus or minus 6 degree rotation about its center.
8) Gable requires continuous bottom chord bearing.
9) Gable studs spaced at 2-0.0 oc.
10) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
11) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-OD-00 wide will Ft between the bottom chord and
any other members.
12) One RT15 USP connectors recommended to connect truss to bearing walls due to UPLIFT atjt(s) 2, 14, 22, 23, 24, 25, 26, 20, 19, 18, 17, and i6. This connection is for uplift
only and does not consider lateral forces.
13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2.
14) This truss is designed in accordance with the 2018 International Residential Code sections R502. 11.1 and R802.10.2 and referenced standard ANSI/ PI 1.
LOAD CASE(S) Standard
Scale=1:41.5
Truss Truss Type Oty Ply Gar
T01 GR Common Girder 1 y Job
59101, Alan Run: 8.43 S Feb 122021 Part 8.430 S Feb i'
4-0-0
nu dun za ut:13:45 Page:1
IadglwgFg3MRtuURj=?_ekz37eLRkxSlhgArahaNsX?Kph6wgYXATrkps7RYe ?Jz37h
MTIBHS gx10
'... '�• •� �^ � 1z 0 12x20 MT18HS 9.10 4X8
4x8 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26
MT16HS 7x10 HUS26 HUS26 4x8
HU826 HUS26 HUS26
4-9.6
4-9-10
Plate Offsets (X Y): [12:0-5-0,0-512] [3:0-1-0,0.1-12], ,0-1-12], [7:Edge,O-04], [7;0.10-0,0-4-111, IB:OS-0,OS-12], [10:0-10-0,0-64], [11:0-10-0,46d],
Loading
(psi)
Spacing
1-114
CSI
TCLL
34.7
Plate Grip DOL
1.15
TC
DEFL
in L/d
PLATES
GRIP
(Ground Snow
=50.0)
Lumber
1NO
0.98
Vert(LL)
1-12 952
-0.30 17-12 >952 360
MT20
220/195
BCDL
10.0
Rep Stress Incr
Stress I
NO
W1
0.77
Vert(CT)
-0.46 11-12 >625 240
MT18HS
197/144
BCLL
0.0'
Code
IRC2016/TPI2014
Ma
Matdx-S
0.88
Horz(CT)
0.10 7 n/a Who
BCDL
1p.p
Wind(LL)
0.13 11-12 >899 240
Weight 2811b
FT=20%
LUMBER
TOP CHORD
2x4 DF 2400F 2.0E
BRACING
BOT CHORD
2x8 DF 225OF 1.9E
TOP CHORD
Sheathed or 2-4-4 oc purlins.
WEBS
2x4 SPF No.2
BOT CHORD
Rigid ceiling directly applied or 1040-0 oc bracing.
REACTIONS (lb/size) 1=9901/0-34, (req. 0-5-5)17=9917/0-3-8, (req. 0-5-5)
Max Horiz 1=94 (LC 27)
Max Uplift 1=853 (LC 10). 7=854 (LC 11)
Max Grev 1=9969 (LC 16). 7=9984 (LC 17)
FORCES (lb) - Max. Comp,/Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2--19338/1651, 2-13=19201/1661, 3-13=19153/1674, 3-4=14897/1323, 45=14885/1322, 5-14=79092/1670,
6-14=19140/1857, 6-7=19277/1646
BOTCHORD 1-15=1537/17335, 15-16=1537/17335, 12-16=1537117335, 12-17=1204114149, 17-18=1204/1414g 11-18=1204/14149, 11-19=840/10561, 19-20=840/10561, 20-21=B40/10561, 10.21=840/10561, 9-10=1116/14130,
9-22=1116/14130, 8-22=1116/14130, 8-23=1438/17262, 23-24=1438/17262, 7-24=1438/17262 WEBS 4-10=546/7109, 5-10=2439/310, 5-8= 128/4631, 6.8=435/133, 4-11=-64817134, 3-11=2462/312, 3-12=432/4688,
2-12=479/137
NOTES
1) 2-Ply truss to be connected together with 10d (0.131"x3'q nails as follows:
Top chords connected as follows: 2x4 -1 mw at 04-0 oc.
Bottom chords connected as follows: 2x8 -2 rows staggered at 0-5-0 oc.
Web connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except it noted as front (F) or back (e) Face in the LOAD CASE(S) section. Ply to ply connections have been provided to
distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=18ft1 Cat 11; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
4) TCLL ASCE 7-16; Pg= 50.0 psi. P1=34.6 psf (Lum DOL=1.15 Plate DOL=1.15); I5=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Cf=1.10
5) Unbalanced snow loads have been considered for this design.
6) All plates are MT20 plates unless otherwise indicated.
7) Plates checked for a plus or minus 6 degree rotation about its center.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads.
9) `This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
10) WARNING: Required bearing size at joint(s) 1, 7greater than input bearing size.
11) One RT16-2 USP connectors recommended to connect truss to bearing wells due to UPLIFT at)t(s)1 and 7. This connection is for uplift only and does not consider lateral
forces.
12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
..H do. Iy
Job Truss
Truss Type city ply Gamer
26433 T01 GR Common Girder 1 y
Trusa Crsft-Montana, BilUr,gs MT. 591pt, Alan Run:
Reference (optional)
Run: 3.43 S Feb 12 2021 Pant 3.430 5 Feb 122021 MTek IrMust ies, Inc. Thu Jun 24 07:13:45 Page: 2
ID:
13) Use USP HUS26 (VMth 14-16d naffs Into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 0c max. starting et 2-0-� m the eft end to 22. -0 to connec truss( e_?Jz37G
T02B (1 ply 2x4 SPF) to back face of bottom chord. 9 0-D to cenneci trusses)
14) Fill all nai holes where hangar is in contact with lumber.
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert 1.4=87, 4-7=87, 1-7=19
Concentrated Loads (lb)
Vert 9=-1573 (B), 15=1573 (S), 16=1573 (B), 17=1573 (8), 18=1573 (B), 19=1573 (B), 2D=1573 (B), 21=1573 (B), 22-1573 (B), 23=1573 (B), 24=1573
(8)
Truss Truss Type
City
Ply Gamer
T02 Roof Special 1 1
591o1,A1an Job Reference (optional)
Run: 8.43 8 Feb 12 2-11 Print 6430 S Feb 122021 MlTek Industries, Inc. Thu Jun 24 07:13:45 Page: 1
ID:kASOsCLVKfNLDXp8vXH89oz37ug.vaNZFIWX3YCXRkY2Kwr8CmRaswTwtGfC[YXmz37fq
4xe
5
Scale=1:65.3
Plate ORsefs (X, Y): [2:0-1-B,Edge], [7:0-2-5,0-2-8], [8:0-24,0-2-8], [17:0-1-12,0-1-8]
....- 3x4 ..v.
One RT75
Loading
(psf)
Spacing
2-0-0
CSI
TCLL
34.7
Plate Grip DOL
1.15
TC
DEFL
in
(Ioc)
VdeFl
Lid PLATES GRIP
(Grountl Snow=50.0)
LumberDOL
1.15
BC
0.77
VeA(LL)
-0.14
11-14
>999
360 MT20. 2201195
TCDL
10.0
Rep Stress Incr
Yes
WB
0.52
Vert(CT)
-0.31
11-14
>999
240 MTiBHS 197/144
BCLL
0.0"
Code
IRC2018/TP12014
Matdx-S
070
BCDL
0.0
Wnd(Lj
0.07
11-14
>999
240
Weight 1361b FT=20%
LUMBER
TOP CHORD 2X4 OF 2400F 2.OE'Except' T3,T4:2x4 SPF 165OF 1.5E BRACING
BOT CHORD 2X4 SPF 1650F 1.SE TOP CHORD Sheathed or 3-11-15 oc pudins.
WEBS 2X4 SPF Not BOT CHORD Rigid ceiling direc8y applied or 6-0-0 oc bracing.
REACTIONS (Ib/size) 2=1777/0-5-8, (min. 0.2-12), 9=79/0-5-e, min. 0.1-8 WEBS 1 Row at mid t 3-14
10-2143/0-5-8, (min. 0-3-7) ( ) MITek recommends that Stabilizers and required cross bracing be
Max Horiz 2=150 (LC 14) installed during truss erection, in accordance with Stabilizer
Max UPIOt 2= 172 (LC 10), 9=34 (LC 7). 10=193 (LC 11) Installation guide.
Max Grav 2=1760 (LC 17), 9=197 (LC 33). 10=2172 (LC 18)
FORCES Vic) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2J=2802/201, 3-16=1809/138, 4-16=1787/142, 4-5=1642/176, 5-6=1724/782, 6-17=2355/254, 7-17=2537/241,
7-8=2387/177, 8-9=42/649
BOTCHORD 2-15=215/2360, 14-15=215/2380, 13-14=46/1897, 12-13=46/1897, 11-12=-46/1897, 10-11=-550/56, 9-10=550/56
WEBS 3-15=0/291, 3-14=1090/216, 5-14=61/995, 6-14=795/183, 6.11=75/522, 7-11=.938/183, 8-11=135/2846,
8-10=2012/259
NOTES
1) Wind: ASCE 7-16; VuIY-115mph (3-second gust) Vasd=911ph; TCDL=6.Opst,, BCDL=6.Opsf; h=18ft; Cat. II; EXP C; Enclosed; MWFRS (envelope) exteriorzone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-16; Pg= 50.0 psf, Pf=34.6 psf (Lum DOL=L75 Plate DOL=1.15); I5=1.0: Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10
3) Unbalanced snow loads have been considered forthis design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 34.6 psf on overhangs nomconcument with other live loads.
S) All plates are MT20 plates unless otherwise indicated.
6) Plates checked for a plus or minus 6 degree rotation about its center.
7) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads.
8) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
9) One RT15 USP connectors recommended to connect truss to bearing walls due to UPLIFT at p(s) 9, forces. 2, and 10. This connection is for uplift only and does not consider lateral
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply Gamer
26433 T02A Roof Special 2 1
N C aftM t Bdl g MT 59101 AI (pn00al)
R 8 43 8 Feb 12202t Pnnc B.d30 S Feb 1Job22021 MRek Induslrles, Inn Thu Jun 24 07:13:46 Page: 1
ID:oKl WaBk_oUPp3SGImFsfSYz37uAd7USNdiNrBPpg0w619BUaw_C8CN9Dusd54Cz37fp
4x8
5
-_----- __... 3x4 .....
Scale =1,65.3
Plate Offsets (X, Y): [2:04-0,0.1-121, [7:0-2-5,0-2-81, [8:0-24,0-2-81, [9:0.14,Edge], Ill 0-1-12,0-"
Loading
(psf)
Spacing
2-0-0
CSI
TCLL
34.7
Plate Gri DOL
P
1.75
TC
DEFL
in
Ud
PLATES GRIP
dSnow =50.0)
Lu.mp=.0L
1.15
BC
0.79
Vert(LL)
-0.14
1Ooc)-14
11-14
9 9
>999
360
MT20 2201195
TCDL
10.0
Rep Stress Inor
Yes
Wg
0.52
Vert(CT)
-0.31
11-74
>999
240
MT78H5 ig7/14q
BCLL
0.0'
Code
IRC2018/rP12014
Matrix-S
0.70
HOR(DT)
0.07
10
Na
n/a
BCDL
10 p
Wind(LL)
0.07
11-14
>999
240
Weight: 13616 FT=20h
LUMBER
TOP CHORD 2x4 OF 240DF 2.0E'Except' T3,T4:2%4 SPF 1650F 1.5E BRACING
BOTCHORD 2x4 SPF 165OF 1.5E TOP CHORD Sheathed or 3-1b8 oc plied o
WEBS 2x4 SPF No.2 BOT CHORD I Row ait, mid irectly applied or 6-0-0 oc bracing.
WEBS 1Row at mitlt 3-14
REACTIONS (lb/size) 2=1717/0-5-8, (min. 0.2-12), 9=94/ Mechanical, (min. 0-1-8), MiTek recommends that Stabilizers and required cross bracing be
10=2146/0-5-8, (min. 0-3-7) installed during truss erection, in accordance with Stabilizer
Max Horiz 2=150 (LC 14) Installation guide.
Max Uplift 2=172 (LC 10), 9=35 (LC 7), 10=194 (LC 11)
Max Gmv 2=1762 (LC 17), 9=213 (LC 33). 10=2175 (LC 10)
FORCES 013) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2J=2808/201, 3-16=1812/138, 4-16=1792/142, 4-5=1642/176, 5-6=1724/182, 6-17=23541254, 7-17=2535/241,
7.8=-2386/177, 8.9=41/641
BOT CHORD 2-15=216/23B5, 14-15=216/2385, 13-14=46/1897, 12-13=46/1897, 11-12=46/1897, 10-11=543/55, 9-10=543/55
WEBS 3-15=0/291, 3-14=1093/216, 5-14=61/995, 6-14=795/183, 6-11-74/519, 7-11=935/182, 8-11=134/2838,
8-10=2013/260
NOTES
1) Wind: ASCE 7.16; Vult--115mph (3-second gust) Vasd=9lmph; TCDL=6.Opsf; BCDL=6.Opsf, h=18fp Cat II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right "posed ; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-16; Pg= 50.0 pal; Pf=34.6 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; tell
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 34.6 psf on overhangs non -concurrent with other live loads.
5) AB plates are MT20 plates unless otherwise Indicated.
6) Plates checked for a plus or minus 6 degree rotation about its center.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads.
8) `This truss has been designed for a live bad of 20.Opsf on the bottom chord in a8 areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other 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 351b uplift at joint 9.
11) One RT15 USP connectors recommended to connect truss to bearing walls due to UPLIFT atjt(s) 2 and 10. This connection is for uplift only and does not consider lateral
forces.
12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R602.10.2 and referenced standard ANSVrPl 1.
LOAD CASE(S) Standard
Job Truss Truss Type Oty Ply Garner
26433 - IL B Roof Special 13 1
Truss Job Reference (optional)
Can-Mantana, Songs MT. 59101, Man
Run.6.435 Feb 122021 Print 8.430S Feb 122021 MRek lnduseles. Inc. Thu Jun 2407:13:47 Pace: 1
'�Afvwftl iacrvvvvnel:gyUN1 3rV- 73a5NrRNrBPpgDmalr9BUyq_BECMzOusd54Ci37fp
5-11-6 12-0-0
4x8
4
9.3-T47-
_._ .... ........._. .,.0 2x4 .vo
One RIM
Scale=1:65.2
Plate Onsets K Y): [1:0-1-S.Edge], [3:0-5-0,Edge], (6:0.3-0,0-0-12], [7:0-2-4,0-2-8], [10:0-2-8,0.1-0],
Loading
TCLL34.7
(Psf)
Spacing
Plate Grip DOL
2-0-0
CSI
DEFL
in
Qoc)
Utlefl
Ud
PLATES
GRIP
dSnow=50.0)
Lumber DOL
1.15
TC
0.73
Vert(LL)
-0.75
11-14
1999
360
MT78HS
220/195
TCDL
10.0
Rep Stress Incr
1.15
Yes
BC
WB
0.58
Vert(CT)
-0.31
11-14
>999
240
MT20
197/144
BCLL
0.0'
Code
IRC201arrP12014
MartzS
0.71
Horz(CT)
0.07
10
n/a
n/a
BCDL
10.0
Wind(LL)
0.07
11-14
>999
240
Weight: 135 lb
FT=20%
LUMBER BRACING
TOP CHORD 2x4 DF 240OF 2.0E `Except' T3,T42x4 SPF 1650F 1.5E TOP CHORD Sheathetl or 3-8-4 oc pudins.
BOTCHORD 2x4 SPF 1650E 1.5E WEBS 2x4 SPF No.2 BOTCHORD Rigid ceiling directly applied orb-0-0 oc bracing.
- WEBS 1Raw at mitlt
2-14
REACTIONS (lb/size) 1=1515/0-3-8, (min. 0-2-8), 8=320/0-5-e, (min. 0.1-8), MiTek recommends that Stabilizers and required cross bracing be 10=2112/0-3-8, (min. 0-3-6) installed during truss erection, in accordance with Stabilizer
Max Hartz 1=134 (LC 11) 1 Installation guide.
Max Uplift 1=125 (LC 10), B-146 (LC 7), 10=179 (LC 11)
Max Grav 1=1593 (LC 17), 8=513 (LC 33), 10=2134 (LC 18)
FORCES (Ib)-Max. Comp./Max.Ten.-All forces 250(Ib) or less except when shown.
TOP CHORD 1-2=-2936/220, 2-3=1891/145, 3-4=1669/180, 4-5=1752/188, 5-16=2392/264, 6-16=25661251, 6-7=2412/186,
7-8= 40/664
BOTCHORD 1-15=229/2542, 14-15=229/2542, 13-14=44/1915, 12-13=-WI915, 11-12-44/1915, 10-11=-572/64, e-10=572/64
WEBS 2-15=0/299, 2-14=7211/233, 4-14=-65/102%5-14=-799/186, 5-11=81/534, 8-71 �.53/187, 7-11=137/2-10
7-10=19921247
NOTES
1) Wind:ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mpir TCDL=6.Opsf; BCDL=6.Opsf; h=18f; Cat 11; Exp C; Encased; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL-1.33 plate grip DOL=1.33
2) TOLL: ASCE 7-16; Pg= 50.0 psf; Pf=-34.6 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ca=0.9; Cs=1.00; Cr1.10
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 34.6 psf on overhangs non -concurrent with other live loads.
5) AN plates are MT20 plates unless otherwise indicated.
6) Plates checked for a plus or minus 6 degree notation about its center.
7) This truss has been designed for a 10,0 psf bottom chord live load nonconcument with any other live loads.
8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
9) One R715 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1, 10, and 8. This connection is for uplift only and does not consider lateral
forces.
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
Truss Type
O(y
Ply
Gamer
26433
102G
Roof Special Supported Gable
1
1
7 cram M t n ll
„n' A 6i C Cnw
Job Reference (opaonal)
4x5
10
Scale =1:69.2
Plate Offsets (X. Y): (2:0-2-12,0-i-8)
-W-' m'IeKinaustries, Inc. Thu Jun 2407,13:47 Page.I
ID:gDh 6cmcvcSKOLKY49mvxr37tl-sJWgis389JGRgh6gTNOk71BeOetua827WMe ,37M
Loading (psf)
TOLL 34.7
Spacing 1-11-4
Plate GripDOL
CSI
DEFL in Qoc) Well Ud
PLATES GRIP
Snow=50.0)
1.15
Lumber DOL 1.15
TC 0.50
BC
Verl(LL) n/a - n/a 999
MT20 197/144
TCDLnd
10.0
Rep Stress Incr Yes
0.18
WB
Vert(CT) n/a - Na 999
BCLL OX'
Code IRC2018/TPI2014
0.20
Matrix-S
Horz(CT) 0.01 20 We Na
BCDL 10.0
Weighb 14716 FT --
LUMBER
TOPCHORD 2x4SPF1650F1.5E BRACING
SOT CHORD 2x4 SPF 1650F 1.5E TOP CHORD Sheathed or 6-0-0 oc pudins.
OTHERS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0oc bracing.
REACTIONS All bearings 34-8-0.
(Ib)- Max Hodz 2=138 (LC 14)
Max Uplift All uPOft 100 (b) or less atjoint(s) 2, 22. 23. 24, 25, 26, 27. 29.
30, 33. 34, 35, 36, 37 except 20=117 (LC 7). 38=-132 (LC 16)
Max Grev All reactions 250 (lb) or less at joint($) 23, 26, 32. 36. 37, 38
except 2=522 (LC 16). 20=537 (LC 33), 22�76 (LC 33).
24=289 (LC 33). 25=268 (LC 33), 27=293 (LC 32). 29=312 (LC
18), 30=329 (LC 32), 33=337 (LC 17), 34=315 (LC 17), 35=313
(LC 17)
FORCES (Ib)-Max. COmP./Max. Ten. -All forces 250(Ib) or less except when shown.
WEBS 933=298/69, 8-34=276UO. 635=273/69, 1130=290/67, 12-29=272/71, 13-27=254/69, 19-22=-399/96
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=18H; Cat II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantileverleft
and right exposed : 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 ANSUTP 11.
3) TCLL: ASCE 7-16; Pg= 50.0 Pat, Pf=34.6 pal (Lum DOL=1,15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; C8=1.00; Ct=1.10
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 34.6 pat on overhangs non -concurrent with other live loads.
6) All plates are 2x4 MT20 unless otherwise indicated.
7) Plates checked for a plus or minus 6 degree rotation about its center.
8) Gable requires continuous bottom chord bearing.
9) Gable studs spaced at 2.0.0 oc.
10) This truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads.
11) ' 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.
12) One RT15 USP connectors recommended to connect truss to bearing walls due to UPLIFT at #(s) 2, 20, 38, 33, 34, 35, 36, 37. 30, 29, 27. 26, 25, 24, 23, and 22. This
connection is for uplift only and does not consider lateral forces.
13) This truss is designed in accordance with the 20181ntsmational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss Type Qty 'Ply
Gamer
Scale=1:56.3
T02GR I Roof Special Girder
ell g Mr 59101 Ala I [- )Job Referen (optional)
R 8 43 S Feb 12 2f41 Pant 8.430 S Feb 122021 MITek Industnes, Inc Thu Ju124 07:13:48 page: 1
ID:zP4NCLeleJOQEb8HwR8Kmgz37mX-s dJgjs389JGRgb6gTNOkZl6fOWJ W7Wf .1 n7fc
-2-0-0
`9-5
9-6-11
1
0
2_0.0
5
4-9-5
4_
4-
6-10
2-9-4
-8-13
28
2-10
-2-10
3.11-9
1-11
3
6x8
8
3
5
4x
45
6,2
4
7
19
3x6
20
6x6
3
8
Sxe
9
xa
10
1
3
18HS 5x1
1
18
3x6
1
6 1
14
) 30
tli 31
3
12
HU
26 HU
26 H
26 HU
]xe
26 HU
26 HU
26
8x9
7xe
6x8
Bx9
MT18
4S4x10
HU
6 HU
8 HU'26
HU
26. M
2BH;
-
HU
HU
26 HU
6
HU
26
4-9-59-5
-9-5
9-6-
4-9-55
1
1
6-10
-7-8
6-8-13
2
-0
4-95
42-10
4-0-14
41-5
1-11-3
3x8
Plate Offsets (X, Y): [14:0- .8,0.4 01-116 048,0-0-12], [17:0 3-8,00-46][18:0-4410-1-8]0.7-0,0.2-12], [9:0-2-D,0-2-4], [10:0-3-12,0-1-8], 111:0 4-0,0-2-41, [120-2-4,048], [130-2-8,040],
Loading
TCLL
(psf)
34.7
Spacing
Plate GNPDOL
1-11-4
1.15
CSI
TC
DEFL
in Doc) VdeO Ud
PLATES GRIP
(Ground Snow=50.o)
Lumber DOL
1.15
BC
0.86
Vert(LL)
-0.31 16-17 >999 360
MT20 187/144
TCDL
ID.0
Rep Stress Incr
NO
WB
0.68
Ved(CT)
-0.48 16-17 >712 240
MT78H5 197/144
BCLL
00`
Code
IRC2018/7P12014
Matrix-S
0.80
Hom(CT)
Wind(LL)
0.11 11 n/a Na
BCDL
1g.0
0.14 ISA7 >999 240
Weight: 4901b FT=20^/
LUMBER
TOP CHORD
2x4 SPF 1650F 1.5E
BRACING
BOT CHORD
2x6 DF 2400F 2.0E
TOP CHORD
Sheathed or4-1-9 oc pudins, except end verticals.
WEBS
2x4 SPF No2 `Except-W5,W13:2x6 SPF
165OF 1.5E, W12:2x4 SPF
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
165OF 1.5E
REACTIONS (lb/sae) 2=12015/0-5.8, (min. 0-4-0). 11=12026/05-B, (min. 045)
Max Hom! 2=178 (LC 10)
Max Uplift 2=1079 (LC 10), 11=1120 (LC 11)
Max Grav 2=12088 (LC 20), 11=12938 (LC 20)
FORCES (lb) -Max. COMP ./Max.Ten.-All tomes 250(lb) or less except when shown.
TOP CHORD 2-3=23147/1969, 3-19=18818/1617, 419=18741/1630, 45=14178/1257, "-141M1271. 6-7=1417311270.
7-20=18073/1580, 8-20=18118/1567, 8-9=20355/1765, 9-10=-11229/979, 10-11=11950/1039
BOT CHORD 2-21=1841/20579, 21-22=1841/20579, 18-22=1841/20579, 16-23=1841/20579, 23-24=1841/20579,
17-24=1841/20579, 17-25=1464/16840, 25-26=1464116840, 26-27=1464/16840, 16-27=1464/16840,
15-16=1317/16198, 15-28=1317/16198, 14-28=1317/16198, 14-29=1666/19687, 29-30=-1666/19687,
13-30=1666119687, 13-31=-940/10850, 3132=940/10850, 12-32=940/10850, 12-33=48/571, 11.33=4.8/571
WEBS 3-1 8=255/3722,3-17�1165)420.417=465/5863, 4-16=5997/609, 8-16=-1051/12304, 7-
7-14 66/5699, 8-14=4252/424, 8-13=1076/128, 9-13=809/9821, 9-12=3454/608, 10_ 26 11882/581,
NOTES 12=1188/73695
1) 3-ply truss to be connected together with 10d (0.131X3") nails as follows:
Top chords connected as follows: 2x4 - 2 rows staggered at 04-0 oc, 2x6 -2 rows staggered at 0-9-0 00.
Bottom chords connected as follows: 2x6 -2 rows staggered at 040 oc.
Web connected as follows: 2x4 - i now at D-9-0 oc, 2x6 - 2 rows staggered at 0-0-0 oc.
2) All loads are considered equally applied to all plies, except I noted as front (F) or back (B) face in the LOAD CASES) section. Ply to ply connections have been provided to
distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-16: Vult=115mph (3-second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=B.Opsf; h=18$ Cat II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
4) TCLL: ASCE 7-16; Pg= 50.0 psf; Pf=34.6 psf (Lum DOL-1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10
5) Unbalanced snow loads have been considered for this design.
6) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 34.6 psf on overhangs nonconcument with other live loads.
7) All plates are MT20 plates unless otherwise indicated.
8) Plates checked for a plus or minus 6 degree rotation about its center.
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.Opsf 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.
11) LUGT3 USP connectors recommended to connect truss to bearing walls due to UPLIFT atft s) 2 and 11. This connection is for uplift only and does not consider lateral forces.
12) This truss is designed in accordance with the 2018 international Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/rPl 1.
com�ae��z
Job
Truss
Truss Type
Qty
Ply
Gamer
26433
T02GR
Roof Special Girder
1
3
Truss C a8 M tan I&II
Job Reference (optional)
___
Truss
Truss Type
Oty
Ply
Gamer
33
g
T03
Common
14
1
Crefl-Montana, BIIHngs MT.
59101, Alen
o. g
Job Reference (optional)
xm
Scale =1:55.7
Plate Onsets tA, Y): [Z: l2.0-1.81, [7:0-4-12,0-1-8),
In:.q36 Feb 12202t Pnnt 8.430SFab 122021 MRek sties. Inc. Thu Jun 2407:13:49 Paget
ID:jnLTLa5pnOuaWMhQZriagz37OX�dl45PuJgmay8rVMpsp_NSPBCgPknWdhXZ37fm
3x4 3q
3x4
2x4
Loading
TCLL
(psf)
34.7
Spacing
Plate Gn DOL
2-0-D
CS]
DEFL
in
(loc)
ndefl
L/d
PLATES GRIP
(Ground Snow =50.0)
P
Lumber DOL
1.15
1.15
TC
0.78
Vert(LL)
-0.14
9-11
>999
360
MT20 2201195
TCDL
10.0
Rep Stress Incr
Yes
BC
WB
0.60
Vea(CT)
-0.22
9.11
>999
240
BCLL
0.0•
Code
IRC2018/TPI2014
Matrix-S
0.68
H=(CT)
0.o9
7
n/a
n/a
BCDL
10.0
Wind(LL)
0.05
9-11
>999
240
Weight1161b FT=20%
LUMBER
TOP CHORD 2x4 DF 240OF 2.0E
BOT CHORD 2x4 SPF 165OF 1.5E
WEBS 2x4 SPF No.2
BRACING
TOP CHORD Sheathed or 3-8-11 oc pur ins.
BOT CHORD RI id ceilin direN a lied or 10-0-0 oc bracin .
REACTIONS (Ib/size) 2=1739/0-5-8. (min. 0-2-13), 7=1525/ Mechanical, (min. 0-1-8) [installed I d during recommetrus trussnds flat n accordaizereand n9c with Stabiuired cross lizers
Max Horiz 2=146 (LC 10) Installa0on guide.
Max Uplift 2=172 (LC 10). 7=125 (LC 11)
Max Grav 2=1775 (LC 17), 7=1566 (LC 18)
FORCES (Ib) - Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-2856/192, 3-13=2129/158, 4-13=2110/i61, 4-5=1956/196, 5-14=2148/206, 6-14=21681168, 6-7=2922/213
BOT CHORD 2-12=207/2428, 11-12=229/2393, 11-15=38/1516. 15-16�8/1516,. 10-16-381 518, 9-10=38/1516, &9=134/2492,
7-8=113/2534
WEBS 3-12=0/252, 3-11=901/213, 5-11=75f772, 5-9=86/818, 6-.9=989/231, 6-8=0264
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=9lmph; TCDL=6.Opsf; BCDL=6.Opsf; h=18ft; Cat II; Exp C; Enclosed; MWFRS (envelope) eztedorzone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-16; Pg= 50.0 psf; Pf=34.6 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10
3) Unbalanced snow loads have been considered forthis design,
4) This truss has been designed for greater of min roof live bad of 1SO psf or 2.00 times flat roof load of 34.6 psf on overhangs non concurrent with other live loads.
5) Plates checked for a plus or minus 6 degree rotation about its center.
6) This truss has been designed fora 1D.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 3-0&00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL=10.0psf.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift atjoint 7.
10) One RT15 USP connectors recommended to connect lass to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces.
11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(5) Standard
Tmss Truss Type
26433 T03G Common Supported Gable
Truss Craft -Montana, 8illln9s MT 59101, Alan
Run:
Style=1:53.4
Plate Offsets (X, Y):
Job Reference
.- - - • _- m rnousmes, Inc. Thu Jun 24 07:13:0 Page: 1
ID:Usul9x=ullidvNaftOb9HXz37M-oil45PuJgma-981VMPsp NXeBJBPrpsagdhXz37fm
4x5
10
17
4x5 0
Loading (pst)
TCLL 34.7
(Ground Show=5o.o)
Spacing 1-11-4 CSI
Plate Grip DOL 1.15 TC
0.50
DEFL in (roc) Vdefl Utl
Verdt-L) n/a - We
PLATES GRIP
TCDL 10.0
Lumber DOL 1.15 BC
Rep Stress ]nor
0.18
999
Vert(CT) n/a - Na 999
MT20 197/144
BCLL 0.0'
BCDL
Yes WB
Code IRC201arTP12014 Matrix-S
0.19
Hom(CT) 0.00 17 We n/a
10.0
Weight 12616 FT=20q
LUMBER
TOP CHORD 2x4 SPF 165OF 1.5E
BRACING
BOT CHORD 2x4 SPF 165OF 1.5E
TOP CHORD Sheathed orb-0-0 oc pudins.
OTHERS 2x4 SPF No.2'Except- SB1:214 SPF 165OF 1.5E
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS All bearings 284.0.
go)- Max Horiz 2=144 (LC 14)
Max Uplift All uplift 100 (Ib) or less atjoings) 2, 18, 19.20, 21. 22. 23, 26,
27. 28, 29, 30 except 31=141 (LC 16)
Max Grav All reactions 260 (lb) or less al jo]nt(s) 17, 19, 20, 25, 29. $0,
31 except 2=523 (LC 16), 18=253 (LC 18), 21=288 (LC 18),
22=312 (LC 18), 23=329 (LC 1 B), 26=329 (LC 17), 27=311 (LC
17), 28=290 (LC 17)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
WEBS
9-26=290/69, 7-27=272/70, 6-28=250169, 11-23=290167 12-22=272/71
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91 mph; TCDL-6.Opsf; BCDL=6.Opst; h=18ft Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; 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 budding designer as perANSI/TPI 1.
3) TCLL: ASCE 7-16; Pg= 50.0 psf; Pf=34.6 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct-1.'10
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 34.6 psf on overhangs non -concurrent with other live loads.
6) All plates are 2x4 MT20 unless otherwise indicated.
7) Plates checked for a plus or minus 6 degree rotation about its center.
8) Gable requires continuous bottom chord bearing.
9) Gable studs spaced at 2-0-0 oc.
10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrentwith any other live loads.
11) ' This truss has been designed for a live load of 20.Opsf 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.
12) One RT15 USP connectors recommended to connect truss to bearing walls due to UPLIFT atJt(s) 2, 26, 27, 28, 29, 30, 31, 23, 22, 21. 20, 19, and 18. This connection is for
uplift only and does not consider lateral tomes,
13) Beveled plate or shim required to provide fug bearing surface with truss chord at joint(s) 17.
14) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSlrTPI 1.
LOAD CASE(S) Standard