HomeMy WebLinkAboutBar Pool Q15313 RF Truss DESIGN DRAWINGS 040120222.8312
=6x6 =2x4
=1.5x4
1 6 5
2 10
3 4
T1
B1
W1
0-3-4
5-4-14
4-3-7
-4-3-7
5-1-10
5-1-10
0-3-4
5-4-14
5-1-10
5-1-102-8-150-7-14 1-11-3Scale = 1:28.5
Plate Offsets (X, Y): [2:0-3-12,0-0-5]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)30.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL)0.03 6-9 >999 360 MT20 244/190
Snow (Pf)30.0 Lumber DOL 1.15 BC 0.26 Vert(CT)0.05 6-9 >999 240
TCDL 15.0 Rep Stress Incr NO WB 0.03 Horz(CT)-0.01 2 n/a n/a
BCLL 10.0*Code IBC2015/TPI2014 Matrix-MP
BCDL 10.0 Weight: 80 lb FT = 20%
LUMBER
TOP CHORD 2x8 SP 2400F 2.0E
BOT CHORD 2x4 SP 2400F 2.0E
WEBS 2x4 SPF No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or
5-4-14 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size)2=4058/0-7-0, (min. 0-1-11),
6=449/ Mechanical, (min. 0-1-8)
Max Horiz 2=138 (LC 19)
Max Grav 2=4091 (LC 9), 6=505 (LC 5)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=0/432, 2-10=0/2474, 2-10=0/2543,
2-3=-382/30
BOT CHORD 2-6=-2326/0
WEBS 3-6=-539/0
NOTES
1)2-ply truss to be connected together with 10d (0.131"x3")
nails as follows:
Top chords connected as follows: 2x8 -2 rows staggered
at 0-9-0 oc.
Bottom chords connected as follows: 2x4 -1 row at 0-9-0
oc.
Web connected as follows: 2x4 -1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) 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 7-10; Vult=142mph (3-second gust)
Vasd=112mph; TCDL=6.0psf; BCDL=6.0psf; h=16ft;
B=26ft; L=26ft; eave=4ft; Cat. II; Exp C; Open; MWFRS
(directional); end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60
4)TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber
DOL=1.15 Plate DOL=1.15); Pf=30.0 psf (flat roof snow:
Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C;
Partially Exp.; Ct=1.20
5)Unbalanced snow loads have been considered for this
design.
6)This truss has been designed for greater of min roof live
load of 12.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads.
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 3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 10.0psf.
9)Refer to girder(s) for truss to truss connections.
10)This truss is designed in accordance with the 2015
International Building Code section 2306.1 and
referenced standard ANSI/TPI 1.
11)Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 520 lb
down at -4-3-7, and 520 lb down at -4-3-7 on top chord.
The design/selection of such connection device(s) is the
responsibility of others.
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 5-7=-20
Concentrated Loads (lb)
Vert: 1=-1040 (F=-520, B=-520)
Trapezoidal Loads (lb/ft)
Vert: 1=-108 (F=-9, B=-9)-to-2=-320 (F=-115,
B=-115), 2=-320 (F=-115, B=-115)-to-10=-350
(F=-130, B=-130), 10=-350 (F=-130, B=-130)-
to-8=-378 (F=-144, B=-144), 8=-378 (F=-144,
B=-144)-to-3=-595 (F=-253, B=-253), 3=-595
(F=-253, B=-253)-to-4=-610 (F=-260, B=-260)
Job Truss Truss Type Qty Ply Cape Cod Inflatable Park -Bar Pool
Q15313 CG01 24Diagonal Hip Girder Job Reference (optional)
Stark Truss Company, Inc., North Kingstown, RI 02852 Run: 8.53 S Jan 25 2022 Print: 8.530 S Jan 25 2022 MiTek Industries, Inc. Fri Apr 01 17:32:00 Page: 1
ID:9JDp3bu8k?O?gx?Di5n1VyzV2FJ-MlpT6rGOcBrwZEgxNg2QUlcFvQNBqKW0oGb7JuzV1Kj
412
=4x8 =2x4
=6x8
=4x4
=3x4
=5x6 =3x10 =2x4 =6x8
=2x4 =4x8
1 8
13 20 21 12 22 11 10 23 24 9
2 7
3 4 5 6
T1
T2
T1
B1 B2
W1 W1W2W2W3W2W3
3-0-6
23-11-14
3-0-6
-3-0-6
4-3-4
8-3-4
4-3-4
16-11-8
4-5-0
12-8-4
4-0-0
4-0-0
4-0-0
20-11-8
3-10-4
3-10-4
3-10-4
20-11-8
4-5-0
12-8-4
4-5-0
17-1-4
4-5-0
8-3-42-9-100-7-14
0-1-9
1-10-51-10-50-1-91-11-14Scale = 1:49
Plate Offsets (X, Y): [2:0-0-14,Edge], [7:0-0-14,Edge], [10:0-2-8,0-1-8], [12:0-1-12,0-2-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)30.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL)-0.16 10-12 >999 360 MT20 197/144
Snow (Pf)30.0 Lumber DOL 1.15 BC 0.27 Vert(CT)-0.24 10-12 >999 240
TCDL 15.0 Rep Stress Incr NO WB 0.34 Horz(CT)0.03 7 n/a n/a
BCLL 10.0*Code IBC2015/TPI2014 Matrix-MSH
BCDL 10.0 Weight: 275 lb FT = 20%
LUMBER
TOP CHORD 2x8 SP 2400F 2.0E *Except* T2:2x6 SPF
1650F 1.5E
BOT CHORD 2x6 SP 2400F 2.0E
WEBS 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 3-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size)2=2543/0-5-8, (min. 0-1-8),
7=2543/0-5-8, (min. 0-1-8)
Max Horiz 2=-108 (LC 12)
Max Uplift 2=-501 (LC 19), 7=-501 (LC 15)
Max Grav 2=2733 (LC 125), 7=2733 (LC 129)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=0/278, 2-3=-4430/1378, 3-4=-6831/1907,
4-5=-6768/1888, 5-6=-6768/1888,
6-7=-4445/1382, 7-8=0/278
BOT CHORD 2-13=-1246/4164, 13-20=-1221/4139,
20-21=-1221/4139, 12-21=-1221/4139,
12-22=-1805/6842, 11-22=-1805/6842,
10-11=-1805/6842, 10-23=-1223/4077,
23-24=-1223/4077, 9-24=-1223/4077,
7-9=-1233/4106
WEBS 3-13=-341/288, 6-9=-334/291, 3-12=-616/2890, 6-10=-592/2816, 4-12=-617/159, 5-10=-606/160
NOTES
1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows:Top chords connected as follows: 2x8 -2 rows staggered at 0-9-0 oc, 2x6 -2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x6 -2 rows
staggered at 0-9-0 oc.
Web connected as follows: 2x4 -1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) 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)Unbalanced roof live loads have been considered for this
design.
4)Wind: ASCE 7-10; Vult=142mph (3-second gust)
Vasd=112mph; TCDL=6.0psf; BCDL=6.0psf; h=16ft;
B=26ft; L=26ft; eave=4ft; Cat. II; Exp C; Open; MWFRS
(directional); end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
5)TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber
DOL=1.15 Plate DOL=1.15); Pf=30.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.206)Unbalanced snow loads have been considered for this design.
7)This truss has been designed for greater of min roof live
load of 12.0 psf or 2.00 times flat roof load of 30.0 psf on
overhangs non-concurrent with other live loads.
8)Provide adequate drainage to prevent water ponding.
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 20.0psf 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, with BCDL = 10.0psf.
11)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 501 lb uplift at joint
2 and 501 lb uplift at joint 7.
12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
13)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or bottom chord.
14)Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 520 lb
down at -2-9-3, and 520 lb down at 23-8-11 on top
chord, and 466 lb down at 4-0-0, 288 lb up at 4-8-10,
112 lb down and 44 lb up at 6-5-12, 112 lb down and 44
lb up at 8-5-12, 112 lb down and 44 lb up at 10-5-12,
112 lb down and 44 lb up at 12-5-12, 112 lb down and
44 lb up at 14-5-12, and 288 lb up at 16-2-14, and 466
lb down at 16-11-8 on bottom chord. The design/
selection of such connection device(s) is the
responsibility of others.
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-3=-90, 3-6=-90, 6-8=-90, 14-17=-20
Concentrated Loads (lb)
Vert: 1=-520 (F), 8=-520 (F), 13=-466 (B), 9=-466
(B), 12=-112 (B), 10=-112 (B), 20=123 (B), 21=-112
(B), 22=-112 (B), 23=-112 (B), 24=123 (B)
Job Truss Truss Type Qty Ply Cape Cod Inflatable Park -Bar Pool
Q15313 H01GR 22Hip Girder Job Reference (optional)
Stark Truss Company, Inc., North Kingstown, RI 02852 Run: 8.53 S Jan 25 2022 Print: 8.530 S Jan 25 2022 MiTek Industries, Inc. Fri Apr 01 17:32:00 Page: 1
ID:?MH3ILPYIP8GA92EWsWL4JzV2DM-MlpT6rGOcBrwZEgxNg2QUlcNkQN?qFo0oGb7JuzV1Kj
412
=5x6
=5x5
=3x4 =1.5x4
=3x8
=MT18HS 3x8
=3x4
=5x5
=5x6
1 7111098
2 6
3 184 19 5
T1
T2
T1
B1 B2
W1 W2 W1 W2 W1
3-0-6
23-11-14
3-0-6
-3-0-6
5-3-12
10-5-12
5-3-12
15-9-8
5-2-0
20-11-8
5-2-0
5-2-0
5-2-0
15-7-12
5-2-0
10-5-12
5-3-12
5-3-12
5-3-12
20-11-83-2-50-7-14
0-1-9
2-3-02-3-00-1-92-4-9Scale = 1:49.3
Plate Offsets (X, Y): [2:Edge,0-1-9], [6:Edge,0-1-9]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)30.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL)-0.24 10 >999 360 MT20 197/144
Snow (Pf)30.0 Lumber DOL 1.15 BC 1.00 Vert(CT)-0.39 10-11 >648 240 MT18HS 197/144
TCDL 15.0 Rep Stress Incr YES WB 0.74 Horz(CT)0.10 6 n/a n/a
BCLL 10.0*Code IBC2015/TPI2014 Matrix-MSH
BCDL 10.0 Weight: 85 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF 1650F 1.5E *Except* T2:2x4 SPF
No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-10-13 oc purlins, except
2-0-0 oc purlins (2-7-13 max.): 3-5.
BOT CHORD Rigid ceiling directly applied or 2-2-0 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=1422/0-5-8, (min. 0-2-11), 6=1422/0-5-8, (min. 0-2-11)
Max Horiz 2=-131 (LC 12)
Max Uplift 2=-436 (LC 19), 6=-436 (LC 15)
Max Grav 2=1722 (LC 65), 6=1722 (LC 73)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-2904/546, 3-18=-2756/483,
4-18=-2756/483, 4-19=-2756/483,
5-19=-2756/483, 5-6=-2905/483
BOT CHORD 2-11=-337/2731, 10-11=-528/4020,
9-10=-528/4020, 8-9=-528/4020,
6-8=-327/2633
WEBS 3-11=-15/552, 4-11=-1442/232,
4-8=-1441/232, 5-8=-15/551
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=142mph (3-second gust)
Vasd=112mph; TCDL=6.0psf; BCDL=6.0psf; h=16ft;
B=26ft; L=26ft; eave=4ft; Cat. II; Exp C; Open; MWFRS
(directional) and C-C Exterior (2) -2-11-15 to 0-0-0,
Interior (1) 0-0-0 to 5-2-0, Exterior (2) 5-2-0 to 9-4-15,
Interior (1) 9-4-15 to 15-9-8, Exterior (2) 15-9-8 to
20-0-7, Interior (1) 20-0-7 to 23-11-7 zone; 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)TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber
DOL=1.15 Plate DOL=1.15); Pf=30.0 psf (flat roof snow:
Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C;
Partially Exp.; Ct=1.20
4)Unbalanced snow loads have been considered for this
design.
5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads.
6)Provide adequate drainage to prevent water ponding.
7)All plates are MT20 plates unless otherwise indicated.
8)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
9)* 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, with BCDL = 10.0psf.10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 436 lb uplift at joint 2 and 436 lb uplift at joint 6.
11)This truss is designed in accordance with the 2015
International Building Code section 2306.1 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.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply Cape Cod Inflatable Park -Bar Pool
Q15313 H02 12Hip Job Reference (optional)
Stark Truss Company, Inc., North Kingstown, RI 02852 Run: 8.53 S Jan 25 2022 Print: 8.530 S Jan 25 2022 MiTek Industries, Inc. Fri Apr 01 17:32:02 Page: 1
ID:lqiFjAm36xvMjrRzTaLurLzV2Yr-qxNrKBH0NVznBOF7xNZf1y9QkpYqZck91wKgrKzV1Ki
412
=4x6
=5x8
=1.5x4 =MT18HS 3x8
=3x4
=5x6
=4x6
1 61619
9 8 7
2 5
3 17 18 4
T1
T2
T1
B1 B2
W1 W2 W1
3-0-6
23-11-14
3-0-6
-3-0-6
6-7-8
13-9-8
7-2-0
7-2-0
7-2-0
20-11-8
6-4-0
13-7-12
7-3-12
20-11-8
7-3-12
7-3-123-10-50-7-14
0-1-9
2-11-02-11-00-1-93-0-9Scale = 1:49.4
Plate Offsets (X, Y): [2:Edge,0-1-1], [3:0-5-4,0-2-12], [4:0-3-8,0-3-4], [5:Edge,0-1-1]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)30.0 Plate Grip DOL 1.15 TC 0.92 Vert(LL)-0.15 7-9 >999 360 MT20 197/144
Snow (Pf)30.0 Lumber DOL 1.15 BC 0.88 Vert(CT)-0.26 7-9 >971 240 MT18HS 197/144
TCDL 15.0 Rep Stress Incr YES WB 0.16 Horz(CT)0.07 5 n/a n/a
BCLL 10.0*Code IBC2015/TPI2014 Matrix-MSH
BCDL 10.0 Weight: 83 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF 1650F 1.5E *Except* T2:2x4 SPF
2100F 1.8E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-5-5 oc purlins, except
2-0-0 oc purlins (2-2-0 max.): 3-4.
BOT CHORD Rigid ceiling directly applied or 9-10-15 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=1422/0-5-8, (min. 0-2-14), 5=1422/0-5-8, (min. 0-2-14)
Max Horiz 2=-164 (LC 12)
Max Uplift 2=-454 (LC 19), 5=-454 (LC 15)
Max Grav 2=1814 (LC 65), 5=1814 (LC 73)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-2431/533, 3-17=-2284/535,
17-18=-2284/535, 4-18=-2284/535,
4-5=-2434/522
BOT CHORD 2-9=-350/2294, 8-9=-346/2300,
7-8=-346/2300, 5-7=-345/2176
WEBS 3-9=0/256, 4-7=0/275
NOTES
1)Unbalanced roof live loads have been considered for this
design.
2)Wind: ASCE 7-10; Vult=142mph (3-second gust)
Vasd=112mph; TCDL=6.0psf; BCDL=6.0psf; h=16ft;
B=26ft; L=26ft; eave=4ft; Cat. II; Exp C; Open; MWFRS
(directional) and C-C Exterior (2) -2-11-15 to 0-0-0,
Interior (1) 0-0-0 to 7-2-0, Exterior (2) 7-2-0 to 11-4-15,
Interior (1) 11-4-15 to 13-9-8, Exterior (2) 13-9-8 to
18-0-7, Interior (1) 18-0-7 to 23-11-7 zone; 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)TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber
DOL=1.15 Plate DOL=1.15); Pf=30.0 psf (flat roof snow:
Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C;
Partially Exp.; Ct=1.20
4)Unbalanced snow loads have been considered for this
design.
5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads.
6)Provide adequate drainage to prevent water ponding.
7)All plates are MT20 plates unless otherwise indicated.
8)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
9)* 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, with BCDL = 10.0psf.10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 454 lb uplift at joint 2 and 454 lb uplift at joint 5.
11)This truss is designed in accordance with the 2015
International Building Code section 2306.1 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.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply Cape Cod Inflatable Park -Bar Pool
Q15313 H03 12Hip Job Reference (optional)
Stark Truss Company, Inc., North Kingstown, RI 02852 Run: 8.53 S Jan 25 2022 Print: 8.530 S Jan 25 2022 MiTek Industries, Inc. Fri Apr 01 17:32:02 Page: 1
ID:ADyg3ePxOXiiB8ZLewJZ1kzV2Y?-I8xDXXIe8p5epYqJV55uZAiYqDwyIC3IGa4ENmzV1Kh
412
=4x6 =2x4
=1.5x4
1
4
2
8
3
T1
W1
B1
3-0-6
-3-0-6
4-0-0
4-0-0
4-0-02-9-100-7-14 1-11-14Scale = 1:22.5
Plate Offsets (X, Y): [2:Edge,0-1-1]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)30.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL)0.02 4-7 >999 360 MT20 197/144
Snow (Pf)30.0 Lumber DOL 1.15 BC 0.29 Vert(CT)0.02 4-7 >999 240
TCDL 15.0 Rep Stress Incr YES WB 0.00 Horz(CT)-0.01 2 n/a n/a
BCLL 10.0*Code IBC2015/TPI2014 Matrix-MP
BCDL 10.0 Weight: 19 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF 1650F 1.5E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or
4-0-0 oc purlins, except end verticals.
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=586/0-5-8, (min. 0-1-8), 4=107/
Mechanical, (min. 0-1-8)
Max Horiz 2=145 (LC 19)
Max Uplift 2=-274 (LC 19), 4=-78 (LC 8)
Max Grav 2=720 (LC 8), 4=143 (LC 5)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-8=-294/764
BOT CHORD 2-4=-394/48
NOTES
1)Wind: ASCE 7-10; Vult=142mph (3-second gust)
Vasd=112mph; TCDL=6.0psf; BCDL=6.0psf; h=16ft;
B=26ft; L=26ft; eave=4ft; Cat. II; Exp C; Open; MWFRS
(directional) and C-C Exterior (2) -2-11-15 to 0-0-0,
Interior (1) 0-0-0 to 3-10-4 zone; end vertical left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2)TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=30.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.203)Unbalanced snow loads have been considered for this
design.
4)This truss has been designed for greater of min roof live
load of 12.0 psf or 2.00 times flat roof load of 30.0 psf on
overhangs non-concurrent with other live loads.
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, with BCDL = 10.0psf.
7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 78 lb uplift at joint 4 and 274 lb uplift at joint 2.
9)This truss is designed in accordance with the 2015
International Building Code section 2306.1 and
referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply Cape Cod Inflatable Park -Bar Pool
Q15313 M01 110Jack-Closed Job Reference (optional)
Stark Truss Company, Inc., North Kingstown, RI 02852 Run: 8.53 S Jan 25 2022 Print: 8.530 S Jan 25 2022 MiTek Industries, Inc. Fri Apr 01 17:32:02 Page: 1
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412
=5x5 =3x6
=1.5x4
1 4
2
3
T1
W1
B1
3-0-6
-3-0-6
4-0-0
4-0-0
4-0-02-9-100-7-14 1-11-14Scale = 1:22.5
Plate Offsets (X, Y): [2:0-1-6,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)30.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL)0.02 4-7 >999 360 MT20 197/144
Snow (Pf)30.0 Lumber DOL 1.15 BC 0.31 Vert(CT)0.03 4-7 >999 240
TCDL 15.0 Rep Stress Incr NO WB 0.00 Horz(CT)-0.01 2 n/a n/a
BCLL 10.0*Code IBC2015/TPI2014 Matrix-MP
BCDL 10.0 Weight: 29 lb FT = 20%
LUMBER
TOP CHORD 2x8 SP 2400F 2.0E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or
4-0-0 oc purlins, except end verticals.
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=1443/0-5-8, (min. 0-2-5), 4=-250/
Mechanical, (min. 0-1-8)
Max Horiz 2=140 (LC 19)
Max Uplift 2=-60 (LC 19), 4=-268 (LC 31)
Max Grav 2=1458 (LC 9), 4=2 (LC 12)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-166/1134, 3-4=0/261
BOT CHORD 2-4=-799/0
NOTES
1)Wind: ASCE 7-10; Vult=142mph (3-second gust)
Vasd=112mph; TCDL=6.0psf; BCDL=6.0psf; h=16ft;
B=26ft; L=26ft; eave=4ft; Cat. II; Exp C; Open; MWFRS
(directional); end vertical left exposed; Lumber
DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=30.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.203)Unbalanced snow loads have been considered for this
design.
4)This truss has been designed for greater of min roof live
load of 12.0 psf or 2.00 times flat roof load of 30.0 psf on
overhangs non-concurrent with other live loads.
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, with BCDL = 10.0psf.
7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 268 lb uplift at joint 4 and 60 lb uplift at joint 2.
9)This truss is designed in accordance with the 2015
International Building Code section 2306.1 and
referenced standard ANSI/TPI 1.
10)Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 520 lb
down at -2-9-3 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: 1-3=-90, 4-5=-20
Concentrated Loads (lb)
Vert: 1=-520 (B)
Job Truss Truss Type Qty Ply Cape Cod Inflatable Park -Bar Pool
Q15313 M02 14Jack-Closed Girder Job Reference (optional)
Stark Truss Company, Inc., North Kingstown, RI 02852 Run: 8.53 S Jan 25 2022 Print: 8.530 S Jan 25 2022 MiTek Industries, Inc. Fri Apr 01 17:32:02 Page: 1
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