HomeMy WebLinkAboutTRUSS SPECS GARAGE - 23-00432 - 795 S 2470 W - New SFRJob
HUNTINGTON 3RD CAR
Truss
Z1
Truss Type
GABLE
Qty
1
Ply
1
HUNTINGTON 3RD CAR
Job Reference (optional)
8.530 s Dec 17 2021 MiTek Industries, Inc. Mon Aug 1 11:27:07 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:TAf1f6JuSFI0Y7miSzgTBcysFKz-54UbtiXiynyPNLc?srCddCTWvq23H2gVhaYQ6VysDII
Scale = 1:41.7
T1 T1
B1
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
B1
ST1
A
B
C
D
E
F
G
H
I
J
K
L
M
V U T S R Q P O N
W X
4x5
3x4
5x6
3x4
24-0-0
24-0-0
-1-0-0
1-0-0
12-0-0
12-0-0
24-0-0
12-0-0
25-0-0
1-0-0
0-
4
-
1
5-
4
-
1
5-
8
-
1
3
0-
4
-
1
5.00 12
Plate Offsets (X,Y)-- [R:0-3-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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-SH
0.14
0.06
0.07
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.01
0.00
(loc)
M
M
L
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 107 lb FT = 20%
GRIP
220/195
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
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed 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 24-0-0.
(lb) - Max Horz B=-78(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) B, S, T, U, V, Q, P, O, L, N
Max Grav All reactions 250 lb or less at joint(s) R, S, T, U, Q, P, O except B=269(LC 1), V=375(LC 23), L=269(LC
1), N=375(LC 24)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS C-V=-299/164, K-N=-299/164
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=2ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-11 to 1-11-5, Exterior(2N) 1-11-5 to 12-0-0, Corner(3R) 12-0-0 to 15-0-0
, Exterior(2N) 15-0-0 to 25-0-11 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) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
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.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, S, T, U, V, Q, P, O,
L, N.
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
HUNTINGTON 3RD CAR
Truss
Z2
Truss Type
Common
Qty
6
Ply
1
HUNTINGTON 3RD CAR
Job Reference (optional)
8.530 s Dec 17 2021 MiTek Industries, Inc. Mon Aug 1 11:27:11 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:TAf1f6JuSFI0Y7miSzgTBcysFKz-_rj6j4aC00Srryvm5hHZo2d7SRJSDp95cCWeFGysDIE
Scale = 1:41.7
T1 T1
B1
W1
W2
W1
W2
B2A
B
C
D
E
F
G
I H
J
K L
M
4x6
3x6 5x6
1.5x4
3x4
1.5x4
3x6
8-0-0
8-0-0
16-0-0
8-0-0
24-0-0
8-0-0
-1-0-0
1-0-0
6-0-0
6-0-0
12-0-0
6-0-0
18-0-0
6-0-0
24-0-0
6-0-0
25-0-0
1-0-0
0-
4
-
1
5-
4
-
1
5-
8
-
1
3
0-
4
-
1
5.00 12
Plate Offsets (X,Y)-- [H:0-3-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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-SH
0.43
0.42
0.29
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.12
-0.20
0.06
0.06
(loc)
H-I
H-I
F
H-I
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 96 lb FT = 20%
GRIP
220/195
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 Sheathed or 4-1-5 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)B=1262/0-5-8 (min. 0-1-8), F=1262/0-5-8 (min. 0-1-8)
Max Horz B=-78(LC 10)
Max UpliftB=-231(LC 12), F=-231(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-J=-2336/489, C-J=-2253/503, C-K=-2002/452, D-K=-1895/462, D-L=-1895/462,
E-L=-2002/452, E-M=-2253/503, F-M=-2336/489
BOT CHORD B-I=-393/2063, H-I=-191/1356, F-H=-398/2063
WEBS D-H=-118/659, E-H=-514/207, D-I=-118/659, C-I=-514/207
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 1-11-5, Interior(1) 1-11-5 to 12-0-0, Exterior(2R) 12-0-0 to 15-0-0,
Interior(1) 15-0-0 to 25-0-11 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=231,
F=231.
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.
LOAD CASE(S) Standard