HomeMy WebLinkAboutTRUSS SUBMITTAL - 23-00396 - Starbucks - New Commercial Bldg - Shell Only14'-0"
72#
14'-0"
72#
37
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7'
-
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37
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7'
-
1
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1500#
1500#
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A2(6)
B1(6)
A4(4)A1(3)A1(15)
A4(4)A3B(4)A3A(4)
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Date____________By______________________
VECTOR STRUCTURAL ENGINEERS
This review is only for general conformance
with the design concept of the project and
general compliance with the information given
in the Contract Documents. Corrections or
comments made on the shop drawings during
this review do not relieve contractor from
compliance with the requirements of the plans
and specifications. Approval of a specific item
shall not include approval of an assembly of
which the item is a component. Contractor is
responsible for: dimensions to be confirmed and
correlated at the jobsite; information that
pertains solely to the fabrication process or the
means, methods, techniques, sequences and
procedures of construction; coordination of the
Work of all trades; and for performing all work
in a safe and satisfactory manner.
Approved Approved as Corrected
Rejected Revise and Resubmit
Submit Specified Item
08/01/2023 ISA
0.2512
=M18AHS 5x10
=5x8 =5x8
=3x4
=3x4
=M18AHS 5x10
=3x4
=5x6 WB
=3x4
=3x4
=3x8 =5x6
=5x8
13
12 11 10 9
8
1 16 2 17 3 18 4 5 19 6 20 7
14 15
W1
T2T1
W1
B1 B2
W3W2 W4 W5 W6 W7 W8 W9
SB1
0-5-8
0-5-8
0-5-8
28-10-6
5-4-14
5-10-6
5-4-13
28-4-14
5-8-9
23-0-1
5-8-9
11-6-15
5-8-9
17-3-8
7-0-13
21-6-0
7-0-14
14-5-3
7-4-6
7-4-6
7-4-6
28-10-6
6-0-0
2-3-6
2-3-6
0-7-0
2-10
-6
3-1-10
6-0-0
Scale = 1:73.1
Plate Offsets (X, Y):[1:0-3-13,Edge], [2:0-2-0,0-2-8], [4:0-3-0,Edge], [6:0-3-12,0-1-8], [7:0-2-15,Edge], [8:0-4-0,0-3-0], [13:0-4-8,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL)-0.46 10-12 >741 360 M18AHS 169/162
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.94 Vert(CT)-0.75 10-12 >452 240 MT20 220/195
TCDL 14.0 Rep Stress Incr NO WB 1.00 Horz(CT)0.18 8 n/a n/a
BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.49 10-12 >703 240
BCDL 10.0 Weight: 147 lb FT = 0%
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 *Except* W1:2x6 DF 1800F
1.6E
OTHERS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-2-5 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 3-0-2 oc
bracing.
WEBS 1 Row at midpt 6-8
WEBS 2 Rows at 1/3 pts 2-13
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)8=1939/0-5-8, (min. 0-2-1),
13=1939/0-5-8, (min. 0-2-1)
Max Horiz 13=394 (LC 9)
Max Uplift 8=-623 (LC 9), 13=-620 (LC 8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-13=-424/153, 1-16=-910/667,
2-16=-908/667, 2-17=-4503/3446,
3-17=-4497/3447, 3-18=-5447/3882,
4-18=-5441/3882, 4-5=-5436/3883,
5-19=-3969/3014, 6-19=-3959/3014,
6-20=-662/488, 7-20=-660/489, 7-8=-410/161
BOT CHORD 12-13=-3516/4025, 11-12=-4385/5493,
10-11=-4385/5493, 9-10=-3949/5215,
8-9=-2385/3451
WEBS 2-12=-919/810, 2-13=-4114/3157,
3-12=-1127/1005, 5-10=-485/316,
5-9=-1433/1187, 6-9=-1008/980,
6-8=-3634/2717
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Corner (3) zone;
cantilever left and right exposed ; end vertical left and
right exposed; porch left and right exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load
applied where required.
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
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 620 lb uplift at joint
13 and 623 lb uplift at joint 8.
8)This truss is designed in accordance with the 2018
International Building Code section 2306.1 and
referenced standard ANSI/TPI 1.
9)Load case(s) 1 has/have been modified. Building
designer must review loads to verify that they are correct
for the intended use of this truss.
10)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 + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 17-19=-98, 8-13=-20
Trapezoidal Loads (lb/ft)
Vert: 1=-170-to-16=-136, 16=-136-to-2=-115, 2=-115-
to-17=-98, 19=-98-to-6=-115 (F=-17), 6=-115
(F=-17)-to-20=-136 (F=-38), 20=-136 (F=-38)-
to-7=-170 (F=-72)
Starbucks-Job Truss Truss Type Qty Ply
0782-23-A 1A119Monopitch Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.7 S 0 Mar 22 2023 Print: 8.700 S Mar 22 2023 MiTek Industries, Inc. Mon Jul 10 10:56:30 Page: 1
ID:8YOGB9lIuWZbn1Qigzak8ryzUNN-_Q3LnAwZfosH4oO72uLfVmVD1IY_kgU__GFR8kyzTp?
0.2512
=3x4
=5x8
=3x12
=3x4
=3x4
=M18AHS 5x10
=3x4
=M18AHS 3x8
=3x4
=3x4
=3x8 =5x6
=5x6
13
12 11 10 9
8
1 15 2 16 3 17 4 5 18 6 19 7
14
T2T1
W10
W1
B1 B2
W3W2 W4 W5 W6 W7 W8 W9
0-5-8
28-4-14
5-4-14
5-4-14
5-4-13
27-11-6
5-8-9
16-10-0
5-8-9
11-1-7
5-8-9
22-6-9
6-10-13
6-10-13
7-0-14
13-11-11
7-0-14
21-0-8
7-4-5
28-4-14
6-0-0
2-3-6
6-0-0
2-3-6
2-10
-6
2-10
-6
3-1-10
6-0-0
Scale = 1:73.1
Plate Offsets (X, Y):[7:0-2-15,Edge], [8:0-2-12,0-3-0], [13:Edge,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL)-0.43 10-12 >780 360 M18AHS 169/162
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.91 Vert(CT)-0.71 10-12 >476 240 MT20 220/195
TCDL 14.0 Rep Stress Incr NO WB 0.95 Horz(CT)0.18 8 n/a n/a
BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.45 10-12 >756 240
BCDL 10.0 Weight: 135 lb FT = 0%
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 *Except* W10:2x6 DF
1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-3-7 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 3-2-1 oc
bracing.
WEBS 1 Row at midpt 2-13, 6-8
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)8=1915/0-5-8, (min. 0-2-1),
13=1906/ Mechanical, (min. 0-1-8)
Max Horiz 13=264 (LC 9)
Max Uplift 8=-602 (LC 9), 13=-598 (LC 8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-16=-4257/3208, 3-16=-4251/3208,
3-17=-5296/4149, 4-17=-5290/4150,
4-5=-5285/4150, 5-18=-3898/3165,
6-18=-3887/3165, 6-19=-663/490,
7-19=-661/490, 7-8=-410/162, 1-13=-379/134
BOT CHORD 12-13=-2971/3758, 11-12=-4025/5308,
10-11=-4025/5308, 9-10=-3735/5097,
8-9=-2397/3396
WEBS 2-12=-859/847, 2-13=-3921/2854,
3-12=-1196/908, 5-10=-397/294,
5-9=-1379/1082, 6-9=-953/950,
6-8=-3574/2615
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Corner (3) zone;
cantilever left and right exposed ; end vertical left and
right exposed; porch left and right exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load
applied where required.
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
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)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 602 lb uplift at joint
8 and 598 lb uplift at joint 13.
9)This truss is designed in accordance with the 2018
International Building Code section 2306.1 and
referenced standard ANSI/TPI 1.
10)Load case(s) 1 has/have been modified. Building
designer must review loads to verify that they are correct
for the intended use of this truss.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 16-18=-98, 8-13=-20
Trapezoidal Loads (lb/ft)
Vert: 1=-170-to-15=-139, 15=-139-to-2=-115, 2=-115-
to-16=-98, 18=-98-to-6=-115, 6=-115-to-19=-140,
19=-140-to-7=-170
Starbucks-Job Truss Truss Type Qty Ply
0782-23-A 1A26Monopitch Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.7 S 0 Mar 22 2023 Print: 8.700 S Mar 22 2023 MiTek Industries, Inc. Mon Jul 10 10:56:31 Page: 1
ID:5?asskV3k334RtouILwWnvyzU1k-Scdj_WxBP6_8hyzJccsu1_2NxiufT8c8Cw?_gAyzTp_
0.2512
=M18AHS 5x8
=M18AHS 3x8 =3x12
=3x4
=3x4
=MT20HS 6x16 WB
=3x4
=4x6
=3x4
=3x4
=3x8 =5x6
=5x8
13
12 11 10 9
8
1 16 2 17 3 18 4 5 19 6 20 7
15 14
T2T1
W1
W1
B1 B2
W3W2 W4 W5 W6 W7 W8 W9
SB1
1-3-10
17-3-8
0-5-8
0-5-8
0-5-8
28-10-6
4-4-15
15-11-14
5-4-14
5-10-6
5-4-13
28-4-14
5-8-9
23-0-1
5-8-9
11-6-15
7-0-13
21-6-0
7-0-14
14-5-3
7-4-6
7-4-6
7-4-6
28-10-6
6-0-0
2-3-6
2-3-6
0-7-0
2-10
-6
3-1-10
6-0-0
Scale = 1:73.1
Plate Offsets (X, Y):[1:0-3-12,0-1-8], [4:0-3-0,Edge], [7:0-2-15,Edge], [8:0-4-0,0-3-0], [9:0-1-12,0-1-8], [13:0-3-12,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL)-0.41 10-12 >832 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.73 Vert(CT)-0.80 10-12 >427 240 MT20HS 165/146
TCDL 14.0 Rep Stress Incr NO WB 0.93 Horz(CT)0.17 8 n/a n/a M18AHS 169/162
BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.43 10-12 >798 240
BCDL 10.0 Weight: 148 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 2400F 2.0E
WEBS 2x4 DF Stud/Std *Except* W1:2x6 DF 1800F
1.6E, W2:2x4 DF 1800F 1.6E or 2x4 DF
No.1&Btr
OTHERS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 4-7-2 oc
bracing.
WEBS 1 Row at midpt 2-13
WEBS 2 Rows at 1/3 pts 6-8
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)8=2102/0-5-8, (min. 0-2-1),
13=2277/0-5-8, (min. 0-2-4)
Max Horiz 13=394 (LC 9)
Max Uplift 8=-461 (LC 9), 13=-283 (LC 8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-16=-904/672, 2-16=-901/673,
2-17=-5539/2411, 3-17=-5529/2417,
3-18=-6462/2866, 4-18=-6456/2866,
4-5=-6453/2867, 5-19=-4441/2540,
6-19=-4430/2540, 6-20=-666/487,
7-20=-664/488, 7-8=-410/161, 1-13=-400/172
BOT CHORD 12-13=-2572/4974, 11-12=-3118/6759,
10-11=-3118/6759, 9-10=-3173/5990,
8-9=-2014/3821
WEBS 2-12=-771/954, 2-13=-5134/2146,
3-12=-1391/737, 3-10=-553/0,
5-10=-176/626, 5-9=-1780/842,
6-9=-811/1175, 6-8=-4034/2315
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Corner (3) zone;
cantilever left and right exposed ; end vertical left and
right exposed; porch left and right exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load
applied where required.
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
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 461 lb uplift at joint
8 and 283 lb uplift at joint 13.
8)This truss is designed in accordance with the 2018
International Building Code section 2306.1 and
referenced standard ANSI/TPI 1.
9)Load case(s) 1 has/have been modified. Building
designer must review loads to verify that they are correct
for the intended use of this truss.
10)Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 250 lb
down at 11-10-0 on top chord. The design/selection of
such connection device(s) is the responsibility of others.
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 + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 17-19=-98, 8-13=-20
Concentrated Loads (lb)
Vert: 3=-250 (F), 17=-250
Trapezoidal Loads (lb/ft)
Vert: 1=-170-to-16=-136, 16=-136-to-2=-115, 2=-115-
to-17=-100, 19=-98-to-6=-115 (F=-17), 6=-115
(F=-17)-to-20=-136 (F=-38), 20=-136 (F=-38)-
to-7=-170 (F=-72)
Starbucks-Job Truss Truss Type Qty Ply
0782-23-A 1A3A4Monopitch Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.7 S 0 Mar 22 2023 Print: 8.700 S Mar 22 2023 MiTek Industries, Inc. Mon Jul 10 10:56:31 Page: 1
ID:Tu38UqcKxwT0qr0fY3xewCyzTtG-Scdj_WxBP6_8hyzJccsu1_2MaixVT8v8Cw?_gAyzTp_
0.2512
=5x8
=5x8 =3x8
=3x4
=3x4
=MT20HS 6x16
=3x4
=4x6
=3x4
=3x4
=3x8 =5x6
=5x8
13
12 11 10 9
8
1 16 2 17 3 18 4 5 19 20 216 22 7
15 14
T2T1
W1
W1
B1 B2
W3W2 W4 W5 W6 W7 W8 W9
1-3-10
17-3-8
0-5-8
0-5-8
0-5-8
28-10-6
4-4-15
15-11-14
5-4-14
5-10-6
5-4-13
28-4-14
5-8-9
23-0-1
5-8-9
11-6-15
7-0-13
21-6-0
7-0-14
14-5-3
7-4-6
7-4-6
7-4-6
28-10-6
6-0-0
2-3-6
2-3-6
0-7-0
2-10
-6
3-1-10
6-0-0
Scale = 1:73.1
Plate Offsets (X, Y):[1:0-3-13,Edge], [2:0-3-12,0-1-8], [4:0-3-0,Edge], [6:0-3-12,0-1-8], [7:0-2-15,Edge], [8:0-4-0,0-3-0], [9:0-1-12,0-1-8], [13:0-4-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL)-0.41 10-12 >839 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.67 Vert(CT)-0.77 10-12 >442 240 MT20HS 165/146
TCDL 14.0 Rep Stress Incr NO WB 0.77 Horz(CT)0.17 8 n/a n/a
BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.42 10-12 >802 240
BCDL 10.0 Weight: 146 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 2400F 2.0E
WEBS 2x4 DF Stud/Std *Except* W1:2x6 DF 1800F
1.6E, W2,W9:2x4 DF 1800F 1.6E or 2x4 DF
No.1&Btr
BRACING
TOP CHORD Structural wood sheathing directly applied or
1-11-14 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 4-3-0 oc
bracing.
WEBS 1 Row at midpt 2-13, 6-8
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)8=2292/0-5-8, (min. 0-2-4),
13=2086/0-5-8, (min. 0-2-1)
Max Horiz 13=394 (LC 9)
Max Uplift 8=-270 (LC 9), 13=-473 (LC 8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-16=-913/663, 2-16=-911/664,
2-17=-4990/2961, 3-17=-4984/2962,
3-18=-6370/2957, 4-18=-6365/2958,
4-5=-6360/2958, 5-19=-4876/2108,
19-20=-4866/2113, 20-21=-4860/2114,
6-21=-4854/2119, 6-22=-660/490,
7-22=-658/491, 7-8=-393/175, 1-13=-421/151
BOT CHORD 12-13=-3126/4421, 11-12=-3649/6227,
10-11=-3649/6227, 9-10=-2845/6318,
8-9=-1552/4287
WEBS 2-12=-758/968, 2-13=-4535/2746,
3-12=-1407/721, 3-10=0/385, 5-10=-717/84,
5-9=-1663/954, 6-9=-880/1107,
6-8=-4550/1808
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Corner (3) zone;
cantilever left and right exposed ; end vertical left and
right exposed; porch left and right exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load
applied where required.
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
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 270 lb uplift at joint
8 and 473 lb uplift at joint 13.
8)This truss is designed in accordance with the 2018
International Building Code section 2306.1 and
referenced standard ANSI/TPI 1.
9)Load case(s) 1 has/have been modified. Building
designer must review loads to verify that they are correct
for the intended use of this truss.
10)Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 250 lb
down at 18-0-9 on top chord. The design/selection of
such connection device(s) is the responsibility of others.
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 + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 17-20=-98, 8-13=-20
Concentrated Loads (lb)
Vert: 19=-250 (F), 21=-250
Trapezoidal Loads (lb/ft)
Vert: 1=-170-to-16=-136, 16=-136-to-2=-115, 2=-115-
to-17=-98, 20=-98-to-21=-110 (F=-12), 21=-110
(F=-12)-to-6=-115 (F=-17), 6=-115 (F=-17)-
to-22=-136 (F=-38), 22=-136 (F=-38)-to-7=-170
(F=-72)
Starbucks-Job Truss Truss Type Qty Ply
0782-23-A 1A3B4Monopitch Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.7 S 0 Mar 22 2023 Print: 8.700 S Mar 22 2023 MiTek Industries, Inc. Mon Jul 10 10:56:32 Page: 1
ID:smU0RjbaGcQiHAlZGURTf_yzTvt-woB6CsxqAP6?J6YW9JN7aBaYU5IZCdZHRakXBcyzToz
0.2512
=MT20HS 6x16
=M18AHS 5x8 =M18AHS 5x10
=3x8
=4x4
=M18AHS 12x18 WB
=3x4
=5x8
=3x6
=5x8
=M18AHS 5x10 =M18AHS 4x8
=MT20HS 8x12
13
12 11 10 9
8
1 16 2 3 17 4 5 6 18 7
15 14
T2T1
W1
W1
B1 B2
W3W2 W4 W5 W6 W7 W8 W9
SB1
1-3-10
17-3-8
0-5-8
0-5-8
0-5-8
28-10-6
4-4-15
15-11-14
5-4-14
5-10-6
5-4-13
28-4-14
5-8-9
23-0-1
5-8-9
11-6-15
7-0-13
21-6-0
7-0-14
14-5-3
7-4-6
7-4-6
7-4-6
28-10-6
6-0-0
2-3-6
2-3-6
0-7-0
2-10
-6
3-1-10
6-0-0
Scale = 1:73.1
Plate Offsets (X, Y):[1:0-3-12,0-2-8], [2:0-3-4,0-3-0], [5:0-2-12,0-1-8], [8:Edge,0-4-8], [13:Edge,0-4-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 107.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL)-0.86 10-12 >395 360 MT20 220/195
(Roof Snow = 107.0)Lumber DOL 1.15 BC 0.81 Vert(CT)-1.06 10-12 >323 240 M18AHS 169/162
TCDL 14.0 Rep Stress Incr YES WB 1.00 Horz(CT)0.21 8 n/a n/a MT20HS 165/146
BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.31 10-12 >999 240
BCDL 10.0 Weight: 192 lb FT = 0%
LUMBER
TOP CHORD 2x6 DF 1800F 1.6E
BOT CHORD 2x6 DF 2400F 2.0E
WEBS 2x4 DF Stud/Std *Except* W1:2x6 DF 1800F
1.6E, W2,W9:2x4 DF 2400F 2.0E
OTHERS 2x8 DF SS
BRACING
TOP CHORD Structural wood sheathing directly applied or
1-9-9 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 4-9-5 oc
bracing.
WEBS 1 Row at midpt 2-13, 3-12, 5-9, 6-8
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)8=3721/0-5-8, (min. 0-3-11),
13=3721/0-5-8, (min. 0-3-11)
Max Horiz 13=395 (LC 9)
Max Uplift 8=-622 (LC 9), 13=-620 (LC 8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-16=-962/732, 2-16=-961/732,
2-3=-9799/3653, 3-17=-12180/4136,
4-17=-12166/4136, 4-5=-12158/4137,
5-6=-8614/3191, 6-18=-684/513,
7-18=-682/514, 7-8=-663/193, 1-13=-719/184
BOT CHORD 12-13=-3711/8757, 11-12=-4645/12398,
10-11=-4645/12398, 9-10=-4180/11735,
8-9=-2492/7475
WEBS 2-12=-939/1676, 2-13=-8789/3226,
3-12=-2909/1081, 3-10=-333/142,
5-10=-507/537, 5-9=-3530/1264,
6-9=-1029/2048, 6-8=-7785/2782
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Corner (3) zone;
cantilever left and right exposed ; end vertical left and
right exposed; porch left and right exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=107.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load
applied where required.
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
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 622 lb uplift at joint
8 and 620 lb uplift at joint 13.
8)This truss is designed in accordance with the 2018
International Building Code section 2306.1 and
referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Starbucks-Job Truss Truss Type Qty Ply
0782-23-A 1A48Monopitch Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.7 S 0 Mar 22 2023 Print: 8.700 S Mar 22 2023 MiTek Industries, Inc. Mon Jul 10 10:56:32 Page: 1
ID:yDsWe_gmGFx2F_F25f6jsyyzTzf-woB6CsxqAP6?J6YW9JN7aBaYX5GTCa0HRakXBcyzToz
0.2512
=3x6
=M18AHS 5x10
=5x6
=2x4
4 3
1 2
5
W1
T1
W3
B1
W2
0-5-8
0-5-8
4-7-0
5-0-8
5-0-8
6-0-0
2-3-42-2-0
2-2-2
2-2-2
3-9-14
6-0-0
Scale = 1:72.1
Plate Offsets (X, Y):[1:0-5-0,0-2-12], [3:0-3-0,0-2-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 72.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL)-0.03 3-4 >999 360 MT20 220/195
(Roof Snow = 72.0)Lumber DOL 1.15 BC 0.38 Vert(CT)-0.05 3-4 >999 240 M18AHS 169/162
TCDL 14.0 Rep Stress Incr YES WB 0.44 Horz(CT)0.00 3 n/a n/a
BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P Wind(LL)0.09 3-4 >615 240
BCDL 10.0 Weight: 34 lb FT = 0%
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 *Except* W1:2x6 DF 1800F
1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-0-8 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-9-8 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)3=448/ Mechanical, (min. 0-1-8),
4=448/0-5-8, (min. 0-1-8)
Max Horiz 4=273 (LC 9)
Max Uplift 3=-292 (LC 9), 4=-288 (LC 8)
Max Grav 3=461 (LC 17), 4=462 (LC 18)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-4=-454/618, 2-3=-311/199
BOT CHORD 3-4=-767/987
WEBS 1-3=-1032/798
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Corner (3) zone;
cantilever left and right exposed ; end vertical left and
right exposed; porch left and right exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=72.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load
applied where required.
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
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)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 288 lb uplift at joint
4 and 292 lb uplift at joint 3.
9)This truss is designed in accordance with the 2018
International Building Code section 2306.1 and
referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Starbucks-Job Truss Truss Type Qty Ply
0782-23-A 1B16Monopitch Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.7 S 0 Mar 22 2023 Print: 8.700 S Mar 22 2023 MiTek Industries, Inc. Mon Jul 10 10:56:32 Page: 1
ID:s8HvN?Jj53SXtnRME6?vJfyzUT5-woB6CsxqAP6?J6YW9JN7aBad_5N9CjnHRakXBcyzToz