HomeMy WebLinkAboutTRUSS PLANS - M20-00001 - Smith - 4300 Woodland Dr - ShopRoof Plane
Horizontal Overhang Lines,106
Raked Overhang Lines,137.74
Ridge Lines1,77.3
Roof Area,2456.94
Valley Lines,75.99
Job
B1991-19
Truss
A1G
Truss Type
Common Supported Gable
Qty
2
Ply
1
Josh Jarvis / Smith 30x50(RP12/27)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Fri Dec 27 12:40:29 2019 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:ZjI_SPGBJB?V9Nk1UKT4BOy4nET-U2ZicAnzHaovArI?jgesJAsqiDWo1Ppx9re?TQy4lHG
Scale = 1:65.7
T2 T2
B1
ST7
ST6
ST5
ST4
ST3
ST2
ST1
ST6
ST5
ST4
ST3
ST2
ST1T1 T1
B2
1
2
3 4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
33 32 31 30 29 28 27 26 25 24 23 22 21 20
3x4
4x4
3x4
3x4
3x4
3x4
30-0-0
30-0-0
-1-6-0
1-6-0
15-0-0
15-0-0
30-0-0
15-0-0
31-6-0
1-6-0
0-
4
-
7
10
-
4
-
7
0-
4
-
7
8.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.15
0.04
0.17
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.01
-0.01
0.01
(loc)
19
19
18
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 192 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
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 10-0-0 oc bracing.
WEBS 1 Row at midpt 10-26, 9-28, 11-25
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 30-0-0.
(lb) - Max Horz2=178(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) 2, 28, 29, 30, 31, 32, 33, 25, 24, 23, 22, 21, 20, 18
Max Grav All reactions 250 lb or less at joint(s) 26, 28, 29, 30, 31, 32, 33, 25, 24, 23, 22, 21, 20 except
2=325(LC 1), 18=325(LC 1)
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 (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=30ft; eave=2ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-7-0 to 1-5-0, Exterior(2) 1-5-0 to 15-0-0, Corner(3) 15-0-0 to 18-0-0,
Exterior(2) 18-0-0 to 31-7-0 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) All plates are 2x4 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) 2, 28, 29, 30, 31, 32,
33, 25, 24, 23, 22, 21, 20, 18.
10) 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
B1991-19
Truss
A2
Truss Type
Common
Qty
24
Ply
1
Josh Jarvis / Smith 30x50(RP12/27)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Fri Dec 27 12:40:30 2019 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:ZjI_SPGBJB?V9Nk1UKT4BOy4nET-yF75qWoc2uwmo?tBHN95rOPutdiXmp44OVOZ?ty4lHF
Scale: 3/16"=1'
T2 T2
B1
W2
W1
W2
W1T1 T1
B2
1
2
3
4
5
6
7
10 9 8
11
12 13
14
15 16 17 18 19 20
4x8 M18SHS
3x4
4x4 3x4
5x8
3x4
5x8
3x4
10-1-10
10-1-10
19-10-6
9-8-12
30-0-0
10-1-10
-1-6-0
1-6-0
7-8-7
7-8-7
15-0-0
7-3-9
22-3-9
7-3-9
30-0-0
7-8-7
31-6-0
1-6-0
0-
4
-
7
10
-
4
-
7
0-
4
-
7
8.00 12
Plate Offsets (X,Y)-- [3:0-4-0,0-3-0], [5:0-4-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.64
0.64
0.36
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.28
-0.39
0.06
-0.08
(loc)
8-10
2-10
6
6-8
l/defl
>999
>911
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 139 lb FT = 0%
GRIP
220/195
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-7-2 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) 2=1662/0-5-8 (min. 0-1-12), 6=1662/0-5-8 (min. 0-1-12)
Max Horz2=178(LC 11)
Max Uplift2=-132(LC 12), 6=-132(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-11=-2202/153, 3-11=-2039/184, 3-12=-1914/223, 4-12=-1725/241, 4-13=-1725/241,
5-13=-1914/223, 5-14=-2039/184, 6-14=-2202/153
BOT CHORD 2-15=-46/1746, 15-16=-46/1746, 10-16=-46/1746, 10-17=0/1159, 9-17=0/1159, 9-18=0/1159,
8-18=0/1159, 8-19=-56/1675, 19-20=-56/1675, 6-20=-56/1675
WEBS 4-8=-75/856, 5-8=-566/164, 4-10=-75/856, 3-10=-566/164
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; B=45ft; L=30ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 15-0-0, Exterior(2) 15-0-0 to 18-0-0,
Interior(1) 18-0-0 to 31-7-0 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) All plates are MT20 plates unless otherwise indicated.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * 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 = 8.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=132,
6=132.
7) 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
B1991-19
Truss
V01
Truss Type
GABLE
Qty
2
Ply
1
Josh Jarvis / Smith 30x50(RP12/27)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Fri Dec 27 12:40:31 2019 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:ZjI_SPGBJB?V9Nk1UKT4BOy4nET-QRhT1soEpC2dP9SOr5gKObxCy1CSVKEEd976XJy4lHE
Scale = 1:43.9
T1 T1
B1
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
ST1
B2
1
2
3
4
5
6
7
8
9
10
11
20 19 18 17 16 15 14 13 12
21
22 23
24
3x4
4x4
3x4
5x6
20-11-1
20-11-1
10-5-9
10-5-9
20-11-1
10-5-9
0-
0
-
4
6-
1
1
-
1
1
0-
0
-
4
8.00 12
Plate Offsets (X,Y)-- [17:0-3-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.04
0.02
0.11
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
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: 103 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
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 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 20-11-1.
(lb) - Max Horz1=-104(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 1, 17, 18, 19, 20, 15, 14, 13, 12
Max Grav All reactions 250 lb or less at joint(s) 1, 11, 16, 17, 18, 19, 20, 15, 14, 13, 12
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 (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 10-5-9, Exterior(2) 10-5-9 to 13-5-9,
Interior(1) 13-5-9 to 20-5-5 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) All plates are 2x4 MT20 unless otherwise indicated.
4) Gable requires continuous bottom chord bearing.
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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 1, 17, 18, 19, 20, 15,
14, 13, 12.
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
OVERHANG INFO HEEL HEIGHT
GABLE STUDS
2x4
24 IN. OC
END CUT RETURN
SQUARE
REQ. ENGINEERING
NONE
REQ. LAYOUTS
NONE
QUOTE
LAYOUT
CUTTING
DATEBY
S
H
I
P
T
O
,
Valued Customer / Cash Sale
S
O
L
D
T
O
SALES REP
ORDER DATE
REQ. QUOTE DATE
DELIVERY DATE
/ /
/ /
/ /ORDER #
QUOTE #
TERMS
SALES AREA
CUSTOMER PO #
CUSTOMER ACCT #
INVOICE #
000000001
ORDERED BY
SUPERINTENDENT
JOBSITE PHONE #
DATE OF INVOICE
B1991-19
Pettingill
Rexburg
/ /
PAGE 1
SPECIAL INSTRUCTIONS:
DELIVERY INSTRUCTIONS:
JOB NAME:
MODEL: TAG:Gordon Smith 30X50
Josh Jarvis / Smith 30X50
BUILDING DEPARTMENT
N/A
JOB CATEGORY:Residential
LOT # SUBDIV:
DATE12/27/19
4300 Woodland Drive
Rexburg, ID
Non-Itemized QUOTE Estimate
/ /
/ /
/ /
QTY TYPE
SPAN
LUMBER
TOP BOT
OVERHANG
LEFT RIGHT
CANTILEVER
LEFT RIGHT
PITCH
TOP BOT
ID
PROFILE
ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL
35.0,8.0,0.0,8.0
STRESS INCR.
1.15INFORMATION ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.)
PLY LEFT RIGHT
STUBO/ABASE
SPAN
A1G 8.00 0.00 30-00-00 01-06-00 01-06-002x4 2x4
COMMON
2 30-00-00
A2 8.00 0.00 30-00-00 01-06-00 01-06-002x4 2x4
COMMON
24 30-00-00
V01 8.00 0.00 20-10-05 2x4 2x4
GABLE
2 20-10-05
ACCEPTED BY BUYER
PURCHASER:
BY: TITLE:
ADDRESS:
PHONE: DATE:
ACCEPTED BY SELLER
BY:
TITLE:
DATE OF ACCEPTANCE:
SUB-TOTAL
GRAND TOTAL
SALES TAX 6.000 %
DELIVERY
$231.23
$3,853.77
$4,085.00
INCLUDED
Prices are only good for 30 days. All orders will be adjusted for current lumber costs
at time of production if beyond 30 days of bid or order date.