HomeMy WebLinkAboutPumphouse Q15314 RF Truss DESIGN DRAWINGS 040420222.1212
=4x8
=3x4 =1.5x4
=2x3
1
6 5
2 10
3 4
T1
B1
W1
0-3-4
6-11-6
1-11-5
-1-11-5
6-8-2
6-8-2
0-3-4
6-11-6
6-8-2
6-8-22-0-70-6-2 1-8-14Scale = 1:27.9
Plate Offsets (X, Y): [2:0-2-8,Edge], [6:0-1-8,0-1-12]
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)-0.07 6-9 >999 360 MT20 197/144
Snow (Pf)30.0 Lumber DOL 1.15 BC 0.45 Vert(CT)-0.14 6-9 >571 240
TCDL 10.0 Rep Stress Incr NO WB 0.07 Horz(CT)0.00 2 n/a n/a
BCLL 10.0*Code IBC2015/TPI2014 Matrix-MP
BCDL 20.0 Weight: 30 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF 1650F 1.5E
BOT CHORD 2x6 SPF 1650F 1.5E
WEBS 2x4 SPF No.2
BRACINGTOP 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 (lb/size)2=801/0-7-6, (min. 0-1-8), 6=917/
Mechanical, (min. 0-1-8)
Max Horiz 2=101 (LC 19)
Max Uplift 2=-198 (LC 19), 6=-37 (LC 19)
Max Grav 2=863 (LC 36), 6=969 (LC 9)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-10=-709/0, 2-10=-677/0
BOT CHORD 2-6=-11/665
WEBS 3-6=-563/80
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 and right 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=1.00
3)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 = 20.0psf.
7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 198 lb uplift at joint 2 and 37 lb uplift at joint 6.
9)This truss is designed in accordance with the 2015
International Building Code section 2306.1 and
referenced standard ANSI/TPI 1.
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: 1-2=-80
Trapezoidal Loads (lb/ft)
Vert: 2=-80-to-10=-101 (F=-11, B=-11), 10=-101
(F=-11, B=-11)-to-8=-120 (F=-20, B=-20), 8=-120
(F=-20, B=-20)-to-3=-195 (F=-58, B=-58), 3=-195
(F=-58, B=-58)-to-4=-200 (F=-60, B=-60), 7=-40-
to-9=-70 (F=-15, B=-15), 9=-70 (F=-15, B=-15)-
to-6=-126 (F=-43, B=-43), 6=-126 (F=-43, B=-43)-
to-5=-130 (F=-45, B=-45)
Job Truss Truss Type Qty Ply Cape Cod Inflatable Park -Pump House
Q15313 CG01 11Diagonal 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. Mon Apr 04 13:45:37 Page: 1
ID:cd39eOhX7JLWYRLaYiYJPnzU7hU-oEuRXUjhhjttM9UMsQZH8CHLkjkz4lkX6G62?czU5Mz
312
=5x10 =2x4
=6x8
=4x10 =2x4
=2x4
=3x8 =2x4
=3x8
=MT18HS 6x12
=3x10
=2x4
=5x6
=4x10=2x4 =4x14
=2x4 =4x8 =4x4
THJU26 LUS24 LUS24 LUS24
LUS24 LUS24
LUS24 LUS24 LUS24 LUS24
1
29162019252618271715 30 1431 32 13 33
12
28
2
4 524 6 7 8 9 10 113
T1
T2 T3
W7
B1 B2
W1 W2 W3 W3 W3W4W3W4W4W3W4 W6W3W5
1-4-8
-1-4-8
1-5-12
6-5-12
3-0-2
18-6-4
3-0-2
9-5-14
3-0-2
12-6-0
3-0-2
15-6-2
3-1-8
21-7-12
3-4-4
25-0-0
5-0-0
5-0-0
1-7-8
6-5-12
3-0-2
18-6-4
3-0-2
9-5-14
3-0-2
12-6-0
3-0-2
15-6-2
3-1-8
21-7-12
3-4-4
25-0-0
4-10-4
4-10-42-0-130-6-2 1-7-90-1-9
1-7-91-7-90-1-91-9-2Scale = 1:51.1
Plate Offsets (X, Y): [2:0-0-1,Edge], [3:0-4-4,0-2-12], [5:0-2-8,0-1-8], [7:0-3-0,0-1-8], [10:0-6-0,0-1-12], [12:0-3-12,0-2-0], [14:0-1-12,0-1-8], [19:0-4-8,0-2-0]
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 0.68 Vert(LL)-0.65 17 >460 360 MT20 197/144
Snow (Pf)30.0 Lumber DOL 1.15 BC 0.76 Vert(CT)-1.08 17-18 >276 240 MT18HS 244/190
TCDL 10.0 Rep Stress Incr NO WB 0.78 Horz(CT)0.13 12 n/a n/a
BCLL 10.0*Code IBC2015/TPI2014 Matrix-MSH
BCDL 20.0 Weight: 271 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF 1650F 1.5E
BOT CHORD 2x6 SP 2400F 2.0E
WEBS 2x4 SPF No.2 *Except* W7:2x6 SPF 1650F
1.5E
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-1-1 oc purlins, except end verticals, and
2-0-0 oc purlins (3-6-12 max.): 3-11.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size)2=3596/0-5-8, (min. 0-1-10),
12=3315/ Mechanical, (min. 0-1-8)
Max Horiz 2=93 (LC 90)
Max Uplift 2=-982 (LC 19), 12=-1024 (LC 22)
Max Grav 2=3959 (LC 119), 12=4032 (LC
119)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-13932/3164, 3-4=-17027/4023,
4-5=-17016/4020, 5-24=-20976/5246,
6-24=-20976/5246, 6-7=-20976/5246,
7-8=-15637/3993, 8-9=-15637/3993,
9-10=-15637/3993, 10-11=-863/222,
11-12=-420/110
BOT CHORD 2-20=-3098/13562, 19-20=-3098/13493,
19-25=-5017/20482, 25-26=-5017/20482,
18-26=-5017/20482, 18-27=-5017/20482,
17-27=-5017/20482, 17-28=-5050/19943,
16-28=-5050/19943, 16-29=-5050/19943,
15-29=-5050/19943, 15-30=-5050/19943,
14-30=-5050/19943, 14-31=-2370/9228,
31-32=-2370/9228, 13-32=-2370/9228,
13-33=-2370/9228, 12-33=-2370/9228
WEBS 3-20=-113/807, 3-19=-1251/4654, 4-19=-802/198, 6-17=-321/168, 9-14=-343/142, 5-17=-305/593,
5-18=-170/648, 5-19=-3761/1070,
7-14=-4621/1134, 7-15=-197/749,
7-17=-223/1109, 10-12=-8935/2295,
10-13=-182/544, 10-14=-1733/6846
NOTES
1)2-ply truss to be connected together with 10d (0.131"x3")
nails as follows:
Top chords connected as follows: 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 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=1.006)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)All plates are MT20 plates unless otherwise indicated.
10)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
11)* 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 = 20.0psf.
12)Refer to girder(s) for truss to truss connections.
13)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 1024 lb uplift at joint 12 and 982 lb uplift at joint 2.
14)This truss is designed in accordance with the 2015
International Building Code section 2306.1 and
referenced standard ANSI/TPI 1.
15)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
16)Use Simpson Strong-Tie THJU26 (SGL & SGL LC 2-PLY) or equivalent at 5-0-6 from the left end to connect truss(es) J01 (1 ply 2x6 SPF), CG01 (1 ply 2x6 SPF) to
front face of bottom chord.
17)Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d
Truss, Single Ply Girder) or equivalent spaced at 2-0-0
oc max. starting at 7-0-12 from the left end to 23-0-12 to
connect truss(es) J02 (1 ply 2x4 SPF) to front face of
bottom chord.
18)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-3=-80, 3-11=-80, 12-21=-40
Concentrated Loads (lb)
Vert: 20=-1204 (F), 25=-292 (F), 26=-292 (F),
27=-292 (F), 28=-292 (F), 29=-292 (F), 30=-292 (F),
31=-292 (F), 32=-292 (F), 33=-292 (F)
Job Truss Truss Type Qty Ply Cape Cod Inflatable Park -Pump House
Q15313 H01GR 21Half 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. Mon Apr 04 13:45:38 Page: 1
ID:wtgo4UDZS0Defozox9osWMzU7fW-ld0CxAkxDK7bcSdl_rblDdNd_XLTYT6qaab94UzU5Mx
312
=4x10 =4x4
=4x4
=5x8
=4x10 =1.5x4
=MT18HS 4x10
=3x8 =4x12
=1.5x4 =5x10
=3x6
1
13 12 11 10
9
2
3 175 6 7 84
T1
T2 T3
W7
B1 B2
W2 W6W1W4W3W5W4
HW1
0-6-4
7-0-0
1-4-8
-1-4-8
5-6-0
12-6-0
6-0-4
18-6-4
6-5-12
6-5-12
6-5-12
25-0-0
6-0-4
12-6-0
6-0-4
18-6-4
6-5-12
25-0-0
6-5-12
6-5-122-4-120-6-2 2-1-90-1-9
2-1-92-1-90-1-92-3-2Scale = 1:51.1
Plate Offsets (X, Y): [2:Edge,0-1-4], [3:0-2-15,0-1-12], [4:0-4-0,0-1-12], [7:0-3-4,0-2-0], [8:Edge,0-1-8], [9:0-5-0,0-2-12], [12:0-5-0,0-1-12]
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 0.89 Vert(LL)-0.50 12 >592 360 MT20 197/144
Snow (Pf)30.0 Lumber DOL 1.15 BC 0.94 Vert(CT)-0.86 12-13 >347 240 MT18HS 197/144
TCDL 10.0 Rep Stress Incr YES WB 0.89 Horz(CT)0.16 9 n/a n/a
BCLL 10.0*Code IBC2015/TPI2014 Matrix-MSH
BCDL 20.0 Weight: 90 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF 1650F 1.5E *Except* T2:2x4 SPF
2100F 1.8E
BOT CHORD 2x4 SPF 2100F 1.8E *Except* B2:2x4 SPF
1650F 1.5E
WEBS 2x4 SPF No.2 *Except* W7:2x6 SPF 1650F
1.5E
WEDGE Left: 2x4 SPF No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or
2-4-8 oc purlins, except end verticals, and
2-0-0 oc purlins (2-2-0 max.): 4-8.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2 Rows at 1/3 pts 7-9
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1599/0-5-8, (min. 0-2-6), 9=1483/ Mechanical, (min. 0-1-8)
Max Horiz 2=124 (LC 19)
Max Uplift 2=-413 (LC 19), 9=-277 (LC 22)
Max Grav 2=1860 (LC 58), 9=2023 (LC 57)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-4941/925, 3-4=-4832/946,
4-5=-6806/1074, 5-17=-6801/1072,
6-17=-6801/1072, 6-7=-6801/1072,
8-9=-387/100BOT CHORD 2-13=-935/4773, 12-13=-895/4969, 11-12=-788/5310, 10-11=-788/5310, 9-10=-788/5310
WEBS 4-13=-1026/665, 7-9=-5304/790,
3-13=-418/1159, 5-12=-829/214,
4-12=-336/2068, 7-12=-297/1559,
7-10=0/379
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) -1-4-8 to 1-7-8, Interior
(1) 1-7-8 to 7-0-0, Exterior (2) 7-0-0 to 11-2-15, Interior
(1) 11-2-15 to 24-9-4 zone; end vertical left exposed;C-C
for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
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=1.004)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 = 20.0psf.
10)Refer to girder(s) for truss to truss connections.
11)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 277 lb uplift at joint 9 and 413 lb uplift at joint 2.
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.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply Cape Cod Inflatable Park -Pump House
Q15313 H02 11Half Hip 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. Mon Apr 04 13:45:39 Page: 1
ID:I6uZzfvycAC9ilOVcCs8upzU8FL-Dpaa9WlZ_eFRDcCxYY7_mqvlXwetHvdzoEKicxzU5Mw
312
=4x10 =1.5x4
=3x4
=5x6
=4x8 =1.5x4
=MT18HS 3x8 =1.5x4
=4x10
=4x8 =4x4
1
12 11 10 9
8
2
3
5 16 6 74
T1
T2
W7
B1 B2
W4 W5W1 W4 W6W2W3
HW1
1-4-8
-1-4-8
2-6-4
9-0-0
3-6-0
12-6-0
6-0-4
18-6-4
6-5-12
6-5-12
6-5-12
25-0-0
6-0-4
12-6-0
6-0-4
18-6-4
6-5-12
25-0-0
6-5-12
6-5-122-10-120-6-2 2-7-90-1-9
2-7-92-7-90-1-92-9-2Scale = 1:51.1
Plate Offsets (X, Y): [2:Edge,0-1-4], [4:0-3-0,0-1-12], [6:0-2-8,0-2-0], [7:0-2-0,0-1-0], [8:0-3-12,0-2-0], [12:0-1-12,0-1-8]
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 0.82 Vert(LL)-0.33 11-12 >900 360 MT20 197/144
Snow (Pf)30.0 Lumber DOL 1.15 BC 0.83 Vert(CT)-0.62 11-12 >478 240 MT18HS 197/144
TCDL 10.0 Rep Stress Incr YES WB 0.88 Horz(CT)0.13 8 n/a n/a
BCLL 10.0*Code IBC2015/TPI2014 Matrix-MSH
BCDL 20.0 Weight: 93 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF 1650F 1.5E
BOT CHORD 2x4 SPF 2100F 1.8E *Except* B2:2x4 SPF 1650F 1.5E
WEBS 2x4 SPF No.2 *Except* W7:2x6 SPF 1650F
1.5E
WEDGE Left: 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins, except end verticals, and 2-0-0 oc purlins (2-6-8 max.): 4-7.
BOT CHORD Rigid ceiling directly applied or 7-9-12 oc
bracing.
WEBS 1 Row at midpt 6-8
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1599/0-5-8, (min. 0-2-7),
8=1483/ Mechanical, (min. 0-1-8)
Max Horiz 2=155 (LC 19)
Max Uplift 2=-437 (LC 19), 8=-279 (LC 22)
Max Grav 2=1936 (LC 58), 8=1984 (LC 57)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4653/978, 3-4=-4615/1038,
4-5=-5139/906, 5-16=-5134/904,
6-16=-5134/904, 7-8=-371/97
BOT CHORD 2-12=-1016/4491, 11-12=-863/4261,
10-11=-662/4110, 9-10=-662/4110,
8-9=-662/4110
WEBS 5-11=-724/188, 6-11=-260/1145, 3-12=-428/235, 6-9=0/380, 6-8=-4228/685, 4-12=-223/902, 4-11=-202/1176
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) -1-4-8 to 1-7-8, Interior
(1) 1-7-8 to 9-0-0, Exterior (2) 9-0-0 to 13-2-15, Interior
(1) 13-2-15 to 24-9-4 zone; end vertical left exposed;C-C
for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
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=1.004)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 = 20.0psf.
10)Refer to girder(s) for truss to truss connections.
11)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 279 lb uplift at joint 8 and 437 lb uplift at joint 2.
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.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply Cape Cod Inflatable Park -Pump House
Q15313 H03 11Half Hip 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. Mon Apr 04 13:45:40 Page: 1
ID:fgx0VlkctSLhSvp_wo?T1lzU897-h?8yMrmBlyNIrmn75FeDJ2SxMK0z0M671u4F8NzU5Mv
312
=4x10 =1.5x4
=4x4
=5x5
=4x8 =1.5x4
=MT18HS 3x8
=4x8
=1.5x4 =5x6 =4x4
1
12 11 10 9
8
2 16
3
5 6 17 74
T1
T2
W7
B1 B2
W1
W2 W6W4W3W5W4
HW1
1-4-8
-1-4-8
1-6-0
12-6-0
4-6-4
11-0-0
6-0-4
18-6-4
6-5-12
6-5-12
6-5-12
25-0-0
6-0-4
12-6-0
6-0-4
18-6-4
6-5-12
25-0-0
6-5-12
6-5-123-4-120-6-2 3-1-90-1-9
3-1-93-1-90-1-93-3-2Scale = 1:51.1
Plate Offsets (X, Y): [2:Edge,0-1-4], [4:0-1-12,0-1-12], [6:0-1-12,0-1-12], [8:0-3-0,0-3-4], [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 0.93 Vert(LL)-0.25 11-12 >999 360 MT20 197/144
Snow (Pf)30.0 Lumber DOL 1.15 BC 0.96 Vert(CT)-0.51 11-12 >577 240 MT18HS 197/144
TCDL 10.0 Rep Stress Incr YES WB 0.76 Horz(CT)0.11 8 n/a n/a
BCLL 10.0*Code IBC2015/TPI2014 Matrix-MSH
BCDL 20.0 Weight: 96 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF 1650F 1.5E *Except* T2:2x4 SPF
No.2
BOT CHORD 2x4 SPF 2100F 1.8E *Except* B2:2x4 SPF
No.2
WEBS 2x4 SPF No.2 *Except* W7:2x6 SPF 1650F
1.5E
WEDGE Left: 2x4 SPF No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or
2-4-4 oc purlins, except end verticals, and
2-0-0 oc purlins (2-2-0 max.): 4-7.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 1 Row at midpt 6-8
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1599/0-5-8, (min. 0-2-9), 8=1483/ Mechanical, (min. 0-1-8)
Max Horiz 2=186 (LC 19)
Max Uplift 2=-457 (LC 19), 8=-284 (LC 19)
Max Grav 2=2003 (LC 58), 8=1934 (LC 57)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-16=-4827/1023, 3-16=-4746/1039,
3-4=-4823/1117, 4-5=-4038/818,
5-6=-4026/815, 7-8=-365/96
BOT CHORD 2-12=-1107/4657, 11-12=-814/3683,
10-11=-583/3291, 9-10=-583/3291,
8-9=-583/3291
WEBS 3-12=-577/280, 4-12=-356/1364,
6-8=-3490/623, 5-11=-737/175,
4-11=-172/872, 6-11=-257/1084, 6-9=0/381
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) -1-4-8 to 1-7-8, Interior
(1) 1-7-8 to 11-0-0, Exterior (2) 11-0-0 to 15-2-15, Interior
(1) 15-2-15 to 24-9-4 zone; end vertical left exposed;C-C
for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
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=1.004)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 = 20.0psf.
10)Refer to girder(s) for truss to truss connections.
11)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 284 lb uplift at joint 8 and 457 lb uplift at joint 2.
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.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply Cape Cod Inflatable Park -Pump House
Q15313 H04 11Half Hip 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. Mon Apr 04 13:45:40 Page: 1
ID:JoFqjHU72pHlWb856XeE41zU888-h?8yMrmBlyNIrmn75FeDJ2SvcK_v0Oz71u4F8NzU5Mv
312
=4x10 =1.5x4
=3x4
=3x10
=4x6
=MT18HS 3x8
=4x8
=1.5x4 =5x6 =4x4
1
11 10 9 8
7
2
15
3
5 16 64
T1
T2
W7
B1 B2
W6W5W3W4
W1 W2
HW1
1-4-8
-1-4-8
5-6-4
18-6-4
6-5-12
6-5-12
6-6-4
13-0-0
6-5-12
25-0-0
5-8-0
18-6-4
6-4-8
12-10-4
6-5-12
25-0-0
6-5-12
6-5-123-10-120-6-2 3-7-90-1-9
3-7-93-7-90-1-93-9-2Scale = 1:51.1
Plate Offsets (X, Y): [2:Edge,0-1-0], [4:0-2-8,0-2-0], [5:0-2-0,0-2-0], [7:0-1-12,0-2-4], [10:0-3-0,0-1-8]
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 0.85 Vert(LL)-0.26 10-11 >999 360 MT20 197/144
Snow (Pf)30.0 Lumber DOL 1.15 BC 0.84 Vert(CT)-0.51 10-11 >585 240 MT18HS 197/144
TCDL 10.0 Rep Stress Incr YES WB 0.68 Horz(CT)0.11 7 n/a n/a
BCLL 10.0*Code IBC2015/TPI2014 Matrix-MSH
BCDL 20.0 Weight: 97 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF 2100F 1.8E *Except* T2:2x4 SPF
No.2
BOT CHORD 2x4 SPF 2100F 1.8E *Except* B2:2x4 SPF
No.2
WEBS 2x4 SPF No.2 *Except* W7:2x6 SPF 1650F
1.5E
WEDGE Left: 2x4 SPF No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or
2-2-0 oc purlins, except end verticals, and
2-0-0 oc purlins (2-6-11 max.): 4-6.
BOT CHORD Rigid ceiling directly applied or 6-7-0 oc bracing.
WEBS 1 Row at midpt 5-7, 3-10
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1599/0-5-8, (min. 0-2-10), 7=1483/ Mechanical, (min. 0-1-8)
Max Horiz 2=449 (LC 19)
Max Uplift 2=-458 (LC 19), 7=-323 (LC 19)
Max Grav 2=2048 (LC 58), 7=1887 (LC 57)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-15=-5060/1155, 3-15=-4935/1171,
3-4=-3345/802, 4-5=-3193/817, 6-7=-365/99
BOT CHORD 2-11=-1419/5079, 10-11=-1419/5079,
9-10=-700/2792, 8-9=-700/2792,
7-8=-700/2792
WEBS 5-7=-2959/622, 5-8=0/366, 4-10=0/347, 5-10=-298/1070, 3-11=0/331, 3-10=-1774/489
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) -1-4-8 to 1-7-8, Interior
(1) 1-7-8 to 13-0-0, Exterior (2) 13-0-0 to 17-2-15,
Interior (1) 17-2-15 to 24-9-4 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=1.00
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 = 20.0psf.
10)Refer to girder(s) for truss to truss connections.
11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 323 lb uplift at joint 7 and 458 lb uplift at joint 2.
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.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply Cape Cod Inflatable Park -Pump House
Q15313 H05 11Half Hip 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. Mon Apr 04 13:45:40 Page: 1
ID:oh4UclZOmLqUXtizdxCLW5zU85T-h?8yMrmBlyNIrmn75FeDJ2SwqK?i0PC71u4F8NzU5Mv
312
=4x10 =1.5x4
=3x4 =3x8
=4x8 =1.5x4
=MT18HS 3x8
=4x6
=3x4
=4x4
=3x8 =4x4
1
13 12 11 10
9
2
3 17 4
5
7 86
T2
T1
T3
W8
B1 B2
W1
W5 W6 W7W4
W2
W3
HW1
1-4-8
-1-4-8
2-6-0
15-0-0
3-6-4
18-6-4
6-0-4
12-6-0
6-5-12
6-5-12
6-5-12
25-0-0
6-0-4
12-6-0
6-0-4
18-6-4
6-5-12
25-0-0
6-5-12
6-5-124-4-120-6-2 4-1-90-1-9
4-1-94-1-90-1-94-3-2Scale = 1:51.1
Plate Offsets (X, Y): [2:Edge,0-1-0], [6:0-1-12,0-0-12], [8:0-2-0,0-1-0], [9:0-3-12,0-1-8], [10:0-1-12,0-1-8], [12:0-1-12,0-1-8]
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 0.93 Vert(LL)-0.29 12-13 >999 360 MT20 197/144
Snow (Pf)30.0 Lumber DOL 1.15 BC 0.87 Vert(CT)-0.53 12-13 >560 240 MT18HS 197/144
TCDL 10.0 Rep Stress Incr YES WB 0.61 Horz(CT)0.11 9 n/a n/a
BCLL 10.0*Code IBC2015/TPI2014 Matrix-MSH
BCDL 20.0 Weight: 101 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2 *Except* T1:2x4 SPF 1650F
1.5E
BOT CHORD 2x4 SPF 2100F 1.8E *Except* B2:2x4 SPF
No.2
WEBS 2x4 SPF No.2 *Except* W8:2x6 SPF 1650F
1.5E
WEDGE Left: 2x4 SPF No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or
2-0-11 oc purlins, except end verticals, and
2-0-0 oc purlins (3-5-4 max.): 6-8.
BOT CHORD Rigid ceiling directly applied or 6-11-15 oc bracing.
WEBS 1 Row at midpt 7-9, 3-12
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1599/0-5-8, (min. 0-2-11), 9=1483/ Mechanical, (min. 0-1-8)
Max Horiz 2=248 (LC 19)
Max Uplift 2=-486 (LC 19), 9=-334 (LC 19)
Max Grav 2=2108 (LC 58), 9=1806 (LC 57)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-5226/1128, 3-17=-3677/788,
4-17=-3636/791, 4-5=-3610/804,
5-6=-3678/869, 6-7=-2217/496, 8-9=-377/100
BOT CHORD 2-13=-1257/5079, 12-13=-1257/5079,
11-12=-643/2682, 10-11=-643/2682,
9-10=-493/2211
WEBS 3-13=0/311, 6-10=-807/229, 7-10=-87/878,
7-9=-2498/565, 6-12=-384/1594,
3-12=-1606/429, 5-12=-591/258
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) -1-4-8 to 1-7-8, Interior
(1) 1-7-8 to 15-0-0, Exterior (2) 15-0-0 to 19-2-15,
Interior (1) 19-2-15 to 24-9-4 zone; end vertical left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
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=1.00
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 = 20.0psf.
10)Refer to girder(s) for truss to truss connections.
11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 334 lb uplift at joint 9 and 486 lb uplift at joint 2.
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.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply Cape Cod Inflatable Park -Pump House
Q15313 H06 11Half Hip 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. Mon Apr 04 13:45:40 Page: 1
ID:Z6KVLhdbKnUAg6fI6jiMSEzU8_x-h?8yMrmBlyNIrmn75FeDJ2SvZK?E0QH71u4F8NzU5Mv
312
=4x10 =1.5x4
=3x4 =3x8
=4x10 =1.5x4
=3x6
=5x5
=3x4
=4x4
=5x5
=3x4
1
13 12 11 10
9
2
3 4
17 5
7 86
T2
T1
T3
W8
B1 B2
W1 W2
W3
W7W6W4W5
HW1
1-4-8
-1-4-8
1-6-4
18-6-4
4-6-0
17-0-0
6-0-4
12-6-0
6-5-12
6-5-12
6-5-12
25-0-0
6-0-4
12-6-0
6-0-4
18-6-4
6-5-12
25-0-0
6-5-12
6-5-124-10-120-6-2 4-7-90-1-9
4-7-94-7-90-1-94-9-2Scale = 1:51.1
Plate Offsets (X, Y): [2:Edge,0-1-0], [6:0-2-4,0-1-12], [9:0-2-0,0-3-4], [10:0-1-8,0-1-8], [12:0-1-12,0-1-12]
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 0.97 Vert(LL)-0.32 12-13 >924 360 MT20 197/144
Snow (Pf)30.0 Lumber DOL 1.15 BC 0.90 Vert(CT)-0.56 12-13 >526 240
TCDL 10.0 Rep Stress Incr YES WB 0.63 Horz(CT)0.11 9 n/a n/a
BCLL 10.0*Code IBC2015/TPI2014 Matrix-MSH
BCDL 20.0 Weight: 104 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2 *Except* T1:2x4 SPF 1650F
1.5E
BOT CHORD 2x4 SPF 2100F 1.8E *Except* B2:2x4 SPF
No.2
WEBS 2x4 SPF No.2 *Except* W8:2x6 SPF 1650F
1.5E
WEDGE Left: 2x4 SPF No.2
BRACINGTOP CHORD Structural wood sheathing directly applied,
except end verticals, and 2-0-0 oc purlins
(3-5-15 max.): 6-8.
BOT CHORD Rigid ceiling directly applied or 6-10-5 oc bracing.
WEBS 1 Row at midpt 3-12, 7-9
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1599/0-5-8, (min. 0-2-12), 9=1483/ Mechanical, (min. 0-1-8)
Max Horiz 2=279 (LC 19)
Max Uplift 2=-495 (LC 19), 9=-365 (LC 19)
Max Grav 2=2146 (LC 58), 9=1727 (LC 57)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-5355/1147, 3-4=-3831/819,
4-17=-3766/822, 5-17=-3708/831,
5-6=-3860/914, 6-7=-2018/479, 8-9=-371/99
BOT CHORD 2-13=-1306/5218, 12-13=-1306/5218,
11-12=-540/2236, 10-11=-540/2236,
9-10=-475/2010
WEBS 3-13=0/313, 3-12=-1577/418, 5-12=-702/300,
7-9=-2390/566, 7-10=-116/942,
6-12=-515/2062, 6-10=-725/210
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) -1-4-8 to 1-7-8, Interior
(1) 1-7-8 to 17-0-0, Exterior (2) 17-0-0 to 21-2-15,
Interior (1) 21-2-15 to 24-9-4 zone; end vertical left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
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=1.00
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)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 = 20.0psf.
9)Refer to girder(s) for truss to truss connections.
10)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 365 lb uplift at joint 9 and 495 lb uplift at joint 2.
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 -Pump House
Q15313 H07 11Half Hip 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. Mon Apr 04 13:45:41 Page: 1
ID:Ga?8ak9BzI1wyt1lhzVhEWzU8_F-9BhKaBnqWFV9TwMKfz9SrF?3fkJ1ltJGGYppgpzU5Mu
312
=3x6
=4x10 =1.5x4
=3x4
=3x8
=3x4
=4x4
=MT18HS 3x8
=4x4
=5x6
=5x5 =4x4
1
13 12 11 10
9
2 3
4 5
6
17
87
T3
T1
T2
T4
W7
B1 B2
W4
W5 W6
W1 W2
W3
HW1
1-4-8
-1-4-8
6-0-4
12-6-0
6-5-12
6-5-12
6-6-0
19-0-0
6-0-0
25-0-0
6-0-4
12-6-0
6-1-12
25-0-0
6-4-4
18-10-4
6-5-12
6-5-125-4-120-6-2 5-1-90-1-9
5-1-95-1-90-1-95-3-2Scale = 1:51.1
Plate Offsets (X, Y): [3:Edge,0-1-0], [7:0-2-4,0-1-12], [8:0-2-0,0-1-0], [9:0-2-0,0-3-4], [10:0-1-12,0-1-12]
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 0.99 Vert(LL)-0.32 12-13 >920 360 MT20 197/144
Snow (Pf)30.0 Lumber DOL 1.15 BC 0.89 Vert(CT)-0.55 12-13 >537 240 MT18HS 197/144
TCDL 10.0 Rep Stress Incr YES WB 0.60 Horz(CT)0.12 9 n/a n/a
BCLL 10.0*Code IBC2015/TPI2014 Matrix-MSH
BCDL 20.0 Weight: 102 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2 *Except* T2:2x4 SPF 2100F
1.8E
BOT CHORD 2x4 SPF 2100F 1.8E *Except* B2:2x4 SPF
1650F 1.5E
WEBS 2x4 SPF No.2 *Except* W7:2x6 SPF 1650F
1.5E
WEDGE Left: 2x4 SPF No.2
BRACINGTOP CHORD Structural wood sheathing directly applied,
except end verticals, and 2-0-0 oc purlins
(6-0-0 max.): 7-8.
BOT CHORD Rigid ceiling directly applied or 6-9-5 oc bracing.
WEBS 1 Row at midpt 6-10, 7-9, 4-12
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)3=1599/0-5-8, (min. 0-2-12), 9=1483/ Mechanical, (min. 0-1-8)
Max Horiz 3=310 (LC 19)
Max Uplift 3=-500 (LC 19), 9=-399 (LC 19)
Max Grav 3=2174 (LC 58), 9=1768 (LC 58)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 3-4=-5440/1152, 4-5=-3979/844,
5-6=-3856/856, 6-17=-1925/395,
7-17=-1845/411, 8-9=-388/96
BOT CHORD 3-13=-1341/5313, 12-13=-1341/5313,
11-12=-966/3877, 10-11=-966/3877,
9-10=-427/1774
WEBS 6-10=-2330/605, 7-10=-200/1337,
7-9=-2282/549, 4-13=0/313, 4-12=-1502/392,
6-12=-48/761
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) -1-4-8 to 1-7-8, Interior
(1) 1-7-8 to 19-0-0, Exterior (2) 19-0-0 to 23-2-15,
Interior (1) 23-2-15 to 24-9-4 zone; end vertical left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
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=1.00
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 = 20.0psf.
10)Refer to girder(s) for truss to truss connections.
11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 399 lb uplift at joint 9 and 500 lb uplift at joint 3.
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.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply Cape Cod Inflatable Park -Pump House
Q15313 H08 11Half Hip 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. Mon Apr 04 13:45:41 Page: 1
ID:bDGs6QMvu5XASwvrcPBsezzU7Go-9BhKaBnqWFV9TwMKfz9SrF?3QkK8ltgGGYppgpzU5Mu
312
=4x10 =1.5x4
=3x4 =3x8
=3x4
=4x4
=MT18HS 3x8 =1.5x4
=5x8
=5x5
=5x5 =3x4
1
13 12 11 10
9
2
3 4
5
6
87
T2
T1
T3
W8
B1 B2
W1
W7
W2
W3 W4
W5 W6
HW1
1-4-8
-1-4-8
2-5-12
21-0-0
6-0-4
12-6-0
6-0-4
18-6-4
6-5-12
6-5-12
4-0-0
25-0-0
6-0-4
12-6-0
6-0-4
18-6-4
6-5-12
25-0-0
6-5-12
6-5-125-10-120-6-2 5-7-90-1-9
5-7-95-7-90-1-95-9-2Scale = 1:51.2
Plate Offsets (X, Y): [2:Edge,0-0-12], [7:0-2-8,0-1-12], [9:0-2-0,0-3-4], [10:0-1-12,0-1-12]
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 0.87 Vert(LL)-0.33 12-13 >894 360 MT20 197/144
Snow (Pf)30.0 Lumber DOL 1.15 BC 0.91 Vert(CT)-0.56 12-13 >528 240 MT18HS 197/144
TCDL 10.0 Rep Stress Incr YES WB 0.50 Horz(CT)0.12 9 n/a n/a
BCLL 10.0*Code IBC2015/TPI2014 Matrix-MSH
BCDL 20.0 Weight: 108 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2 *Except* T1:2x4 SPF 2100F
1.8E
BOT CHORD 2x4 SPF 2100F 1.8E *Except* B2:2x4 SPF
1650F 1.5E
WEBS 2x4 SPF No.2 *Except* W8:2x6 SPF 1650F
1.5E
WEDGE Left: 2x4 SPF No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or
2-1-6 oc purlins, except end verticals, and
2-0-0 oc purlins (6-0-0 max.): 7-8.
BOT CHORD Rigid ceiling directly applied or 6-8-5 oc bracing.
WEBS 1 Row at midpt 7-9, 3-12, 5-10
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1599/0-5-8, (min. 0-2-12), 9=1483/ Mechanical, (min. 0-1-8)
Max Horiz 2=341 (LC 19)
Max Uplift 2=-501 (LC 19), 9=-437 (LC 19)
Max Grav 2=2152 (LC 58), 9=1865 (LC 58)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-5530/1153, 3-4=-4034/837,
4-5=-3972/849, 5-6=-2110/440,
6-7=-2103/504, 8-9=-252/67
BOT CHORD 2-13=-1374/5418, 12-13=-1374/5418,
11-12=-989/3943, 10-11=-989/3943,
9-10=-292/1150
WEBS 3-13=0/318, 7-9=-1964/506, 3-12=-1542/403,
5-12=-56/756, 5-10=-2206/566,
6-10=-558/249, 7-10=-486/2070
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) -1-4-8 to 1-7-8, Interior
(1) 1-7-8 to 21-0-0, Exterior (2) 21-0-0 to 24-9-4 zone;
end vertical left exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
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=1.004)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 = 20.0psf.
10)Refer to girder(s) for truss to truss connections.
11)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 437 lb uplift at joint 9 and 501 lb uplift at joint 2.
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.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply Cape Cod Inflatable Park -Pump House
Q15313 H09 11Half Hip 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. Mon Apr 04 13:45:41 Page: 1
ID:JySwvH59XqDWGI4Zgjn9cqzU7Fr-9BhKaBnqWFV9TwMKfz9SrF?5FkJylvHGGYppgpzU5Mu
312
=4x10 =1.5x4
=3x4 =3x8
=3x4
=4x4
=MT18HS 3x8
=6x8 =1.5x4
=5x5
=5x5 =2x4
1
13 12 11 10
9
2
17
3 4
5
6
87
T2
T1
T3
W8
B1 B2
W1
W5
W6 W7
W4W3
W2
HW1
1-4-8
-1-4-8
4-5-12
23-0-0
6-0-4
12-6-0
6-0-4
18-6-4
2-0-0
25-0-0
6-5-12
6-5-12
6-0-4
12-6-0
6-0-4
18-6-4
6-5-12
25-0-0
6-5-12
6-5-126-4-120-6-2 6-1-90-1-9
6-1-96-1-90-1-96-3-2Scale = 1:51.2
Plate Offsets (X, Y): [2:Edge,0-1-0], [7:0-2-0,0-1-12], [9:0-2-0,0-3-4], [10:0-1-8,0-3-0]
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 1.00 Vert(LL)-0.36 12-13 >815 360 MT20 197/144
Snow (Pf)30.0 Lumber DOL 1.15 BC 0.96 Vert(CT)-0.61 12-13 >488 240 MT18HS 197/144
TCDL 10.0 Rep Stress Incr YES WB 0.59 Horz(CT)0.12 9 n/a n/a
BCLL 10.0*Code IBC2015/TPI2014 Matrix-MSH
BCDL 20.0 Weight: 110 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2 *Except* T1:2x4 SPF 1650F
1.5E
BOT CHORD 2x4 SPF 2100F 1.8E *Except* B2:2x4 SPF
1650F 1.5E
WEBS 2x4 SPF No.2 *Except* W8:2x6 SPF 1650F
1.5E
WEDGE Left: 2x4 SPF No.2
BRACINGTOP CHORD Structural wood sheathing directly applied,
except end verticals, and 2-0-0 oc purlins
(6-0-0 max.): 7-8.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 1 Row at midpt 7-9, 5-10, 3-12
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1599/0-5-8, (min. 0-2-11), 9=1483/ Mechanical, (min. 0-1-8)
Max Horiz 2=372 (LC 19)
Max Uplift 2=-499 (LC 19), 9=-479 (LC 19)
Max Grav 2=2104 (LC 58), 9=1968 (LC 58)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-17=-5513/1124, 3-17=-5444/1140,
3-4=-4058/822, 4-5=-3996/834,
5-6=-2150/429, 6-7=-2174/511
BOT CHORD 2-13=-1392/5429, 12-13=-1392/5429,
11-12=-1006/3982, 10-11=-1006/3982,
9-10=-149/561
WEBS 3-13=0/314, 6-10=-679/295, 7-10=-608/2498,
7-9=-1888/522, 5-10=-2184/559,
5-12=-57/752, 3-12=-1513/404
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) -1-4-8 to 1-7-8, Interior
(1) 1-7-8 to 23-0-0, Exterior (2) 23-0-0 to 24-9-4 zone;
end vertical left exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
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=1.004)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 = 20.0psf.
10)Refer to girder(s) for truss to truss connections.
11)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 479 lb uplift at joint 9 and 499 lb uplift at joint 2.
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.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply Cape Cod Inflatable Park -Pump House
Q15313 H10 11Half Hip 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. Mon Apr 04 13:45:41 Page: 1
ID:VEqUmYtNv?kfPuppo5vd3qzU7DY-9BhKaBnqWFV9TwMKfz9SrF?3IkJ6ltvGGYppgpzU5Mu
312
=4x4 =1.5x4
=2x4
1 6
5
2
10
3 4
T1 W1
B1
1-4-8
-1-4-8
5-0-0
5-0-0
0-3-4
5-0-0
4-8-12
4-8-121-10-120-6-2 1-9-2Scale = 1:24.9
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 0.26 Vert(LL)-0.01 6-9 >999 360 MT20 197/144
Snow (Pf)30.0 Lumber DOL 1.15 BC 0.16 Vert(CT)-0.03 6-9 >999 240
TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a
BCLL 10.0*Code IBC2015/TPI2014 Matrix-MP
BCDL 20.0 Weight: 18 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF 1650F 1.5E
WEBS 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-0-0 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=409/0-5-8, (min. 0-1-8), 6=301/ Mechanical, (min. 0-1-8)
Max Horiz 2=99 (LC 19)
Max Uplift 2=-157 (LC 19), 6=-103 (LC 19)
Max Grav 2=469 (LC 40), 6=348 (LC 28)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
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) -1-4-8 to 1-7-8, Interior
(1) 1-7-8 to 5-0-0 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=1.00
3)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 = 20.0psf.
7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 lb uplift at joint
6 and 157 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 -Pump House
Q15313 J01 11Jack-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. Mon Apr 04 13:45:42 Page: 1
ID:6DF4HVKzIUzrMZf2aQtX13zU7Xc-dOFjnXnSHZd044xWDgghOTXPY8rrUTKQUCZMDGzU5Mt
312
=3x4 =1.5x4
=1.5x4
1 6
5
2
10
3 4
T1 W1
B1
1-4-8
-1-4-8
5-0-0
5-0-0
0-3-4
5-0-0
4-8-12
4-8-121-10-120-6-2 1-9-2Scale = 1:26
Plate Offsets (X, Y): [2:Edge,0-1-4]
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 0.41 Vert(LL)-0.04 6-9 >999 360 MT20 197/144
Snow (Pf)30.0 Lumber DOL 1.15 BC 0.34 Vert(CT)-0.08 6-9 >695 240
TCDL 10.0 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 20.0 Weight: 15 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
BRACINGTOP CHORD Structural wood sheathing directly applied or
5-0-0 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=409/0-5-8, (min. 0-1-8), 6=301/
Mechanical, (min. 0-1-8)
Max Horiz 2=195 (LC 19)
Max Uplift 2=-141 (LC 19), 6=-119 (LC 19)
Max Grav 2=457 (LC 40), 6=360 (LC 28)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
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) -1-4-8 to 1-7-8, Interior
(1) 1-7-8 to 5-0-0 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
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=1.00
3)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 = 20.0psf.
7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 119 lb uplift at joint 6 and 141 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 -Pump House
Q15313 J02 19Jack-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. Mon Apr 04 13:45:42 Page: 1
ID:0O90Z_6QRZIKn3gLkcg3TfzU7iE-dOFjnXnSHZd044xWDgghOTXN88o2UTKQUCZMDGzU5Mt
312
=4x10 =1.5x4
=3x4
=3x6
=3x4
=3x4
=MT18HS 3x8
=4x4
=4x4
=5x5
=3x6
1
13 12 11 10
9
2
3
4 5
17
6
7 8
T2
T1
W7
B1 B2
W6
W1 W2
W3 W4
W5
HW1
1-4-8
-1-4-8
6-0-4
12-6-0
6-0-4
18-6-4
6-5-12
6-5-12
1-4-8
26-4-8
6-5-12
25-0-0
6-0-4
12-6-0
6-0-4
18-6-4
6-5-12
25-0-0
6-5-12
6-5-127-2-140-6-2 6-9-27-1-4Scale = 1:52.2
Plate Offsets (X, Y): [2:Edge,0-1-4], [6:0-1-12,0-1-12], [7:0-0-11,0-1-8], [9:0-2-4,0-3-0], [10:0-1-12,0-2-0]
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 0.98 Vert(LL)-0.26 12-13 >999 360 MT20 197/144
Snow (Pf)30.0 Lumber DOL 1.15 BC 1.00 Vert(CT)-0.51 12-13 >583 240 MT18HS 197/144
TCDL 10.0 Rep Stress Incr YES WB 0.88 Horz(CT)0.11 9 n/a n/a
BCLL 10.0*Code IBC2015/TPI2014 Matrix-MSH
BCDL 20.0 Weight: 107 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF 2100F 1.8E *Except* B2:2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except* W7:2x6 SPF 1650F
1.5E
WEDGE Left: 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied or 1-4-12 oc
bracing.
WEBS 1 Row at midpt 6-9, 5-10
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1595/0-5-8, (min. 0-2-4),
9=1616/0-5-8, (min. 0-3-2)
Max Horiz 2=883 (LC 19)
Max Uplift 2=-424 (LC 19), 9=-670 (LC 19)
Max Grav 2=1752 (LC 28), 9=1974 (LC 9)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-4373/1308, 3-4=-3233/1004,
4-5=-3128/1013, 5-17=-1839/611,
6-17=-1712/620, 6-7=-406/275, 7-9=-551/311
BOT CHORD 2-13=-1754/4706, 12-13=-1754/4706, 11-12=-1329/3465, 10-11=-1329/3465, 9-10=-847/1898
WEBS 6-9=-2145/657, 3-13=0/312, 3-12=-1298/444,
5-12=-70/676, 5-10=-1792/552,
6-10=-193/1113
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 Corner (3) -1-4-8 to 1-7-8, Exterior (2) 1-7-8 to 26-4-8 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
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=1.00
3)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)All plates are MT20 plates unless otherwise indicated.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)* 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 = 20.0psf.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 670 lb uplift at joint 9 and 424 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 -Pump House
Q15313 M01 118Monopitch 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. Mon Apr 04 13:45:42 Page: 1
ID:s7X?uW97EP?XvPyN?kaq?QzU84i-dOFjnXnSHZd044xWDgghOTXEI8eiUGbQUCZMDGzU5Mt
312
=3x4
=3x6
=3x6 =4x6 =5x5
1
30 29 28 27 26 25 2423 22 21 20 19
18
2
3
4 5
6
7 8 9
10 35 11
12
13
14
1516 17
T2
T1
W1
B1 B2
ST6ST5ST4ST3ST2ST1
ST7 ST8 ST9 ST10 ST11 ST12
1-4-8
-1-4-8
1-4-8
26-4-8
25-0-0
25-0-0
25-0-07-2-140-6-2 6-9-27-1-4Scale = 1:52.2
Plate Offsets (X, Y): [2:0-0-1,Edge], [16:0-2-8,0-1-12], [18:0-2-2,0-2-0]
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 0.66 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf)30.0 Lumber DOL 1.15 BC 0.25 Vert(CT)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.17 Horz(CT)0.01 18 n/a n/a
BCLL 10.0*Code IBC2015/TPI2014 Matrix-MSH
BCDL 20.0 Weight: 114 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 25-0-0.
(lb) -Max Horiz 2=884 (LC 19), 31=884 (LC 19)
Max Uplift All uplift 100 (lb) or less at joint(s)
2, 19, 21, 22, 23, 25, 26, 27, 28,
29, 31 except 18=-240 (LC 19),
20=-107 (LC 19), 30=-173 (LC 19)
Max Grav All reactions 250 (lb) or less at joint(s) except 2=318 (LC 8), 18=408 (LC 9), 19=307 (LC 9), 20=321 (LC 9), 21=322 (LC 9), 22=308 (LC 9), 23=278 (LC 28), 25=278 (LC 28),
26=278 (LC 28), 27=276 (LC 28),
28=285 (LC 40), 29=252 (LC 28),
30=361 (LC 28), 31=318 (LC 8)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-732/508, 3-4=-688/476, 4-5=-660/457,
5-6=-627/434, 6-7=-595/413, 7-8=-563/386,
8-9=-560/391, 9-10=-531/369,
10-35=-499/344, 11-35=-495/347,
11-12=-467/325, 12-13=-434/303,
13-14=-405/283, 14-15=-360/253,
15-16=-291/209, 16-18=-383/356
BOT CHORD 2-30=-522/348, 29-30=-334/264,
28-29=-334/264, 27-28=-334/264,
26-27=-334/264, 25-26=-334/264,
24-25=-334/264, 23-24=-334/264,
22-23=-334/264, 21-22=-334/264,
20-21=-334/264, 19-20=-334/264,
18-19=-334/264
WEBS 15-18=-242/335
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=2ft; Cat. II; Exp C; Open; MWFRS (directional) and C-C Corner (3) 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
2)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.
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=1.00
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)All plates are 1.5x4 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing.
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)* 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 = 20.0psf.
11)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint
(s) 2, 25, 26, 27, 28, 29, 23, 22, 21, 19, 2 except (jt=lb)
18=240, 30=172, 20=107.
12)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 -Pump House
Q15313 M01GE 11Monopitch Supported Gable 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. Mon Apr 04 13:45:42 Page: 1
ID:420LNUeNrxeDUToECV8fXVzU6jZ-dOFjnXnSHZd044xWDgghOTXJI8qQURgQUCZMDGzU5Mt
312
=4x10
=4x8
=3x6
=3x4
=4x6
=8x8
=4x6
=MT18HS 6x12
=10x10
=5x6
=5x6 =3x4
1 2
13 17 12 11 10
9
3
4 5
16
6
7 8
T2
T1
W7
B1 B2
W2
W4
W6
W1
W3
W5
1-4-8
-1-4-8
6-0-4
12-6-0
6-0-4
18-6-4
6-5-12
6-5-12
1-4-8
26-4-8
6-5-12
25-0-0
6-0-4
12-6-0
6-0-4
18-6-4
6-5-12
25-0-0
6-5-12
6-5-127-4-150-6-2 6-9-27-1-4Scale = 1:52.2
Plate Offsets (X, Y): [2:0-1-13,Edge], [5:0-2-8,0-2-0], [6:0-2-0,0-2-0], [7:0-2-0,0-1-4], [10:0-3-8,0-5-8], [12:0-3-8,0-6-0]
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 0.31 Vert(LL)-0.22 12-13 >999 360 MT20 197/144
Snow (Pf)30.0 Lumber DOL 1.15 BC 0.46 Vert(CT)-0.44 12-13 >680 240 MT18HS 244/190
TCDL 10.0 Rep Stress Incr NO WB 0.90 Horz(CT)0.07 9 n/a n/a
BCLL 10.0*Code IBC2015/TPI2014 Matrix-MSH
BCDL 20.0 Weight: 339 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF 1650F 1.5E
BOT CHORD 2x8 SP 2400F 2.0E
WEBS 2x4 SPF No.2 *Except* W7:2x6 SPF 1650F
1.5E
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-1-15 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 6-9
REACTIONS (lb/size)2=2615/0-5-8, (min. 0-1-8),
9=3775/0-5-8, (min. 0-2-7)
Max Horiz 2=866 (LC 19)
Max Grav 2=3635 (LC 2), 9=5934 (LC 2)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-12442/0, 3-4=-11013/0, 4-5=-10939/0, 5-16=-6235/0, 6-16=-6174/0, 6-7=-319/230, 7-9=-546/269
BOT CHORD 2-13=0/12037, 13-17=0/12037,
12-17=0/12037, 11-12=0/10653,
10-11=0/10653, 9-10=0/5995
WEBS 3-12=-1608/348, 5-10=-5239/0, 6-9=-7337/0,
3-13=0/432, 5-12=0/3030, 6-10=0/5343
NOTES
1)2-ply truss to be connected together with 10d (0.131"x3")
nails as follows:
Top chords connected as follows: 2x6 -2 rows staggered
at 0-9-0 oc.
Bottom chords connected as follows: 2x8 -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)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
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=1.005)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)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 = 20.0psf.
10)This truss is designed in accordance with the 2015
International Building Code section 2306.1 and
referenced standard ANSI/TPI 1.
11)Load case(s) 1, 2 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: 1-7=-80, 7-8=-80, 2-17=-40, 9-17=-240
(B=-200)
2) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-7=-80, 7-8=-80, 2-17=-40, 9-17=-440 (B=-400)
Job Truss Truss Type Qty Ply Cape Cod Inflatable Park -Pump House
Q15313 M01GR 21Monopitch 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. Mon Apr 04 13:45:42 Page: 1
ID:SE4wal2Sk_WK8yoXQctO44zU6tN-dOFjnXnSHZd044xWDgghOTXPm8m8UFHQUCZMDGzU5Mt
312
=4x10 =1.5x4
=3x4
=3x6
=3x4
=3x4
=MT18HS 3x8
=4x4
=4x4
=5x5 =4x4
1
12 11 10 9
8
2
3
4 5
16
6
7
T2
T1
W7
B1 B2
W1 W2
W6
W3 W4
W5
HW1
1-4-8
-1-4-8
6-0-4
12-6-0
6-0-4
18-6-4
6-5-12
6-5-12
6-5-12
25-0-0
6-0-4
12-6-0
6-0-4
18-6-4
6-5-12
25-0-0
6-5-12
6-5-126-10-120-6-2 6-9-2Scale = 1:48.2
Plate Offsets (X, Y): [2:Edge,0-1-4], [6:0-1-12,0-1-12], [7:0-2-15,0-0-4], [8:0-2-4,0-3-0], [9:0-1-12,0-2-0]
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 1.00 Vert(LL)-0.27 11-12 >999 360 MT20 197/144
Snow (Pf)30.0 Lumber DOL 1.15 BC 0.85 Vert(CT)-0.52 11-12 >575 240 MT18HS 197/144
TCDL 10.0 Rep Stress Incr YES WB 0.88 Horz(CT)0.11 8 n/a n/a
BCLL 10.0*Code IBC2015/TPI2014 Matrix-MSH
BCDL 20.0 Weight: 105 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF 2100F 1.8E *Except* B2:2x4 SPF 1650F 1.5E
WEBS 2x4 SPF No.2 *Except* W7:2x6 SPF 1650F
1.5E
WEDGE Left: 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied or 5-11-0 oc
bracing.
WEBS 1 Row at midpt 6-8, 5-9
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1599/0-5-8, (min. 0-2-4),
8=1483/0-5-8, (min. 0-2-13)
Max Horiz 2=859 (LC 19)
Max Uplift 2=-433 (LC 19), 8=-580 (LC 19)
Max Grav 2=1760 (LC 28), 8=1794 (LC 9)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-4403/1341, 3-4=-3323/1039,
4-5=-3218/1048, 5-16=-1910/645,
6-16=-1773/661, 6-7=-372/251, 7-8=-320/216
BOT CHORD 2-12=-1761/4723, 11-12=-1761/4723, 10-11=-1339/3482, 9-10=-1339/3482, 8-9=-860/1924
WEBS 3-12=0/312, 3-11=-1298/441, 6-8=-2214/664,
5-11=-70/677, 5-9=-1782/549, 6-9=-189/1113
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) -1-4-8 to 1-7-8, Interior
(1) 1-7-8 to 24-9-4 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
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=1.00
3)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)All plates are MT20 plates unless otherwise indicated.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)* 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 = 20.0psf.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 580 lb uplift at joint 8 and 433 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 -Pump House
Q15313 M02 11Half Hip 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. Mon Apr 04 13:45:42 Page: 1
ID:lb2S3VD?m6jvDxo9ovPf3EzU7Bp-dOFjnXnSHZd044xWDgghOTXE_8g2UGbQUCZMDGzU5Mt
312
=MT18HS 6x12
=3x6
=3x4
=8x8
=4x4
=8x8
=4x6
=5x6
=10x10
=5x5
=MT18HS 7x10
=10x10
=5x6
=8x8
=6x6
=10x10
=6x6
=8x10 =3x4
HHUS28-2 HUS26
HUS26 HUS26
HUS26 HUS26
HUS26 HUS26 HUS26 HUS26
1 2
24 25201918 17 27 16 15 29 1430 31 13 32
12
26 28
3 4
5 6 7
23 8
9
10
11
T2
T1
W15
B1 B2
W3
W11
W7
W6W5
W4
W10W9
W8
W14W13
W12
W2W1
1-4-8
-1-4-8
1-4-4
6-5-12
2-11-7
12-6-0
2-11-7
18-6-4
3-0-13
15-6-13
3-0-13
9-6-9
3-2-3
21-8-7
5-1-8
5-1-8
3-3-9
25-0-0
1-4-4
6-5-12
2-11-7
12-6-0
2-11-7
18-6-4
3-0-13
15-6-13
3-0-13
9-6-9
3-2-3
21-8-7
3-3-9
25-0-0
5-1-8
5-1-87-0-130-6-2 6-9-2Scale = 1:50
Plate Offsets (X, Y): [2:0-5-5,Edge], [4:0-1-8,0-2-0], [5:0-2-4,0-1-8], [7:0-1-8,0-2-0], [8:0-2-0,0-1-12], [9:0-2-0,0-2-4], [10:0-2-0,0-1-12], [12:0-4-12,0-5-4], [13:0-3-8,0-5-0], [14:0-3-8,0-4-0],
[15:0-3-8,0-5-8], [17:0-3-8,0-5-12], [18:0-3-8,0-5-4], [19:0-3-8,0-5-0]
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 0.80 Vert(LL)-0.39 18-19 >770 360 MT20 197/144
Snow (Pf)30.0 Lumber DOL 1.15 BC 0.97 Vert(CT)-0.66 18-19 >448 240 MT18HS 244/190
TCDL 10.0 Rep Stress Incr NO WB 0.93 Horz(CT)0.12 12 n/a n/a
BCLL 10.0*Code IBC2015/TPI2014 Matrix-MSH
BCDL 20.0 Weight: 583 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF 1650F 1.5E *Except* T1:2x6 SP
2400F 2.0E
BOT CHORD 2x8 SP 2400F 2.0E
WEBS 2x4 SPF No.2 *Except* W15:2x6 SPF 1650F
1.5E
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-7-1 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size)2=10500/0-5-8, (min. 0-3-3),
12=11220/0-5-8, (min. 0-3-8)
Max Horiz 2=842 (LC 19)
Max Uplift 2=-2424 (LC 19), 12=-2910 (LC 19)
Max Grav 2=11524 (LC 61), 12=12591 (LC
61)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-40166/8164, 3-4=-40291/8018,
4-5=-34159/6693, 5-6=-27167/5414,
6-7=-27151/5418, 7-23=-20109/4155,
8-23=-20084/4159, 8-9=-13535/2950,
9-10=-6689/1600, 10-11=-297/238
BOT CHORD 2-20=-8660/39351, 19-20=-8660/39351, 19-24=-8559/39793, 24-25=-8559/39793, 18-25=-8559/39793, 18-26=-7155/33618,
17-26=-7155/33618, 17-27=-5785/26789,
16-27=-5785/26789, 16-28=-5785/26789,
15-28=-5785/26789, 15-29=-4436/19907,
14-29=-4436/19907, 14-30=-3138/13500,
30-31=-3138/13500, 13-31=-3138/13500,
13-32=-1700/6761, 12-32=-1700/6761
WEBS 4-19=-785/3698, 9-14=-2319/11268,
7-17=-1533/8330, 5-17=-8737/1752, 5-18=-1238/6746, 4-18=-6958/1582, 8-14=-10546/2136, 8-15=-1850/9657, 7-15=-9783/1918, 10-12=-13100/2932, 10-13=-2655/12547, 9-13=-11854/2529, 3-19=-150/686, 3-20=-386/737
NOTES
1)3-ply truss to be connected together with 10d (0.131"x3")
nails as follows:
Top chords connected as follows: 2x6 -2 rows staggered
at 0-6-0 oc.
Bottom chords connected as follows: 2x8 -4 rows
staggered at 0-4-0 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 and right 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=1.00
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)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 = 20.0psf.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2910 lb uplift at joint 12 and 2424 lb uplift at joint 2.
11)This truss is designed in accordance with the 2015
International Building Code section 2306.1 and
referenced standard ANSI/TPI 1.
12)Use Simpson Strong-Tie HHUS28-2 (22-10d Girder,
8-10d Truss, Single Ply Girder) or equivalent at 5-1-8
from the left end to connect truss(es) H01GR (2 ply 2x6
SP) to back face of bottom chord.
13)Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d
Truss) or equivalent spaced at 4-0-0 oc max. starting at
7-0-12 from the left end to 23-0-12 to connect truss(es)
H02 (1 ply 2x4 SPF), H03 (1 ply 2x4 SPF), H04 (1 ply
2x4 SPF), H05 (1 ply 2x4 SPF), H06 (1 ply 2x4 SPF),
H08 (1 ply 2x4 SPF), H09 (1 ply 2x4 SPF), H10 (1 ply
2x4 SPF) to back face of bottom chord.
14)Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d
Truss, Single Ply Girder) or equivalent at 17-0-12 from
the left end to connect truss(es) H07 (1 ply 2x4 SPF) to
back face of bottom chord.
15)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-11=-80, 2-12=-40
Concentrated Loads (lb)
Vert: 20=-3711 (B), 24=-1840 (B), 25=-1788 (B),
26=-1724 (B), 27=-1646 (B), 28=-1555 (B), 29=-1451
(B), 30=-1507 (B), 31=-1638 (B), 32=-1778 (B)
Job Truss Truss Type Qty Ply Cape Cod Inflatable Park -Pump House
Q15313 M02GR 31Monopitch 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. Mon Apr 04 13:45:43 Page: 1
ID:U0SvX7wlh6VYiX_HMb8CjGzU6pf-dOFjnXnSHZd044xWDgghOTXH58eCUFkQUCZMDGzU5Mt