HomeMy WebLinkAboutGN010.6 Truss layoutMG01MG01TG01T01GE01GE02GE03J02GE04V01V02V03V04V05V06V07V08V09V10V08V09V10PBE01SFBO1SFBO3SFBO7SFBO8SFBO9SFBO13SFBO14SFBO15J01(4)M02(6)J01(4)M01(5)M01(5)PB01(11)M03(7)J03(5)T02(6)T03(5)7-08-0031-01-0013-08-00 5-09-0058-02-006-08-00 6-10-0035-07-007-07-001-06-0058-02-0010-07-0017-00-0821-08-0849-04-0015-08-0015-07-0018-01-0049-04-00MG01MG01TG01T01GE01GE02GE03J02GE04V01V02V03V04V05V06V07V08V09V10V08V09V10PBE01SFBO1SFBO3SFBO7SFBO8SFBO9SFBO13SFBO14SFBO15J01(4)M02(6)J01(4)M01(5)M01(5)PB01(11)M03(7)J03(5)T02(6)T03(5)7-08-0031-01-0013-08-00 5-09-0058-02-006-08-00 6-10-0035-07-007-07-001-06-0058-02-0010-07-0017-00-0821-08-0849-04-0015-08-0015-07-0018-01-0049-04-00
Job
B20002516
Truss
V14
Truss Type
Valley
Qty
1
Ply
1
DOERFLINGER LOT#34 sUNRISE
Job Reference (optional)
8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 3 17:03:05 2020 Page 1 Probuild, Morresville, ind., Roger Williams ID:mh97?B6Hpd3tpaM?nf8iW6zOptF-GgTSddC0iRwnGpyT5Ig0nTDm3J3nL4eVo57hXZyhI1q
Scale = 1:14.3
T1 T1
B1
ST1
1
2
3
4
2x4
4x6
2x4 2x4
4-0-1
4-0-1
4-0-4
0-0-3
2-0-2
2-0-2
4-0-4
2-0-2
0-0-42-4-30-0-414.00 12
Plate Offsets (X,Y)-- [2:Edge,0-1-14]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.08
0.05
0.01
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
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 2x3 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-0-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=84/3-11-14 (min. 0-1-8), 3=84/3-11-14 (min. 0-1-8), 4=103/3-11-14 (min. 0-1-8)
Max Horz1=-38(LC 8)
Max Uplift1=-12(LC 11), 3=-8(LC 10)
Max Grav1=84(LC 1), 3=84(LC 1), 4=105(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-(7-8)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
6) 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.
7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1
8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using
proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
Job
B20002516
Truss
GE04
Truss Type
GABLE
Qty
1
Ply
1
DOERFLINGER LOT#34 sUNRISE
Job Reference (optional)
8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 3 17:03:10 2020 Page 1 Probuild, Morresville, ind., Roger Williams ID:mh97?B6Hpd3tpaM?nf8iW6zOptF-ddHLgLG9XzZ3MaqQurGBUXwaqKl90I7EyMrSCmyhI1l
Scale = 1:73.9
W2
T2
T3
T2
W2B1
ST8ST8ST8ST7
ST6
ST5
ST4
ST3
ST2
ST1
ST8 ST8 ST7
ST6
ST5
ST4
ST3
ST2
ST1
T1 T4
B1B2
W1 W3
Sheet Back
Full Sheathing
1 Ply 7/16OSB8
1 2
3
4
5 6
7
8
9
10 11 12 13 14 15 16
17
18
19
20
21
22
23
24
25
26
51 50 49 48 47 46 45 44
43 42 41 40 39 38 37 36 35 3433 32 31 30 29 28 27
3x4
3x4
3x6
5x6 5x6
3x6
3x4
3x4
3x6 3x6
38-11-0
38-11-0
14-5-8
14-5-8
24-5-8
10-0-0
38-11-0
14-5-8
39-10-0
0-11-0
1-2-1012-0-121-2-1012-0-129.00 12
Plate Offsets (X,Y)-- [10:0-4-0,0-2-0], [16:0-4-0,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.21
0.10
0.19
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
-0.00
0.01
(loc)
25
25
27
l/defl
n/r
n/r
n/a
L/d
180
120
n/a
PLATES
MT20
Weight: 909 lb FT = 20%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud *Except*
W1,W3: 2x4 SPF No.2
OTHERS 2x4 SPF-S Stud *Except*
ST8,ST7,ST6: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): 10-16.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 13-39, 12-40, 11-41, 9-43, 8-45, 14-38, 15-37
, 17-35, 18-33, 10-42, 16-36
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 38-11-0.
(lb) - Max Horz51=-234(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) 39, 40, 43, 45, 46, 47, 48, 49, 38, 35,
33, 32, 31, 30, 29, 42 except 51=-167(LC 8), 27=-117(LC 7), 50=-140(LC 10),
28=-133(LC 11)
Max Grav All reactions 250 lb or less at joint(s) 51, 27, 39, 40, 41, 43, 45, 46, 47,
48, 49, 50, 38, 37, 35, 33, 32, 31, 30, 29, 28, 42, 36
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 8-9=-174/292, 9-10=-182/311, 10-11=-155/269, 11-12=-154/268, 12-13=-154/268,
13-14=-154/268, 14-15=-154/268, 15-16=-155/269, 16-17=-182/311, 17-18=-174/292
NOTES-(13-14)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Corner(3E) 0-1-12 to 3-1-12, Exterior(2N) 3-1-12 to 11-5-8, Corner(3R) 11-5-8 to 17-5-8,
Exterior(2N) 17-5-8 to 21-5-8, Corner(3R) 21-5-8 to 27-5-8, Exterior(2N) 27-5-8 to 36-10-0, Corner(3E) 36-10-0 to 39-10-0 zone;
cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
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) Provide adequate drainage to prevent water ponding.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
8) Gable studs spaced at 2-0-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 39, 40, 43, 45, 46, 47
, 48, 49, 38, 35, 33, 32, 31, 30, 29, 42 except (jt=lb) 51=167, 27=117, 50=140, 28=133.
11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
Continued on page 2
Job
B20002516
Truss
GE04
Truss Type
GABLE
Qty
1
Ply
1
DOERFLINGER LOT#34 sUNRISE
Job Reference (optional)
8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 3 17:03:10 2020 Page 2 Probuild, Morresville, ind., Roger Williams ID:mh97?B6Hpd3tpaM?nf8iW6zOptF-ddHLgLG9XzZ3MaqQurGBUXwaqKl90I7EyMrSCmyhI1l
13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1
14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard