HomeMy WebLinkAbout Engineering Drawing ReportSUBMITTAL REVIEW
Review is for general conformance with design concepts of the
project and general compliance with information in the
requirements or the plans and specifications. The contractor is
responsible for all dimensions, which shall be confirmed and
correlated at the job site as well as fabrication processes,
techniques, and the satisfactory performance of work.
Reviewed by:
Glenwood Structural & Civil, Inc.
Walter Gorra
08/16/2022
No Exceptions Taken Make Corrections Noted
Rejected Revise & Resubmit
X
09/08/2023
6 12
3
12
4x12
4x5
1.5x4
3x4
4x8
2x4
1
2
7
3 6
4
12
5
T1
W3
B1
W2
W1
HW1
1-6-0
-1-6-0
3-10-0
7-10-8
4-0-8
4-0-8
0-3-8
7-10-8
0-5-8
0-5-8
3-6-8
7-7-0
3-7-0
4-0-8
5-
2
-
6
1-0-0
3-
1
-
0
1-
9
-
6
1-
9
-
6
0-
0
-
1
4
1-
1
0
-
4
0-
2
-
1
2
2-
1
-
0
Scale = 1:37.7
Plate Offsets (X, Y):[2:0-6-9,Edge], [6:0-4-13,0-1-10]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.00 TC 0.34 Vert(LL)-0.04 6-7 >999 240 MT20 185/144
Snow (Pf)90.0 Lumber DOL 1.00 BC 0.43 Vert(CT)-0.05 6-7 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.50 Horz(CT)0.02 6 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight: 41 lb FT = 20%
LUMBER
TOP CHORD 2x6 HF/SPF 1650F 1.5E
BOT CHORD 2x4 HF/SPF 1650F 1.5E
WEBS 2x4 SPF Stud
SLIDER Left 2x6 HFSPF 1650F 1.5E -- 1-11-12
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 (lb/size)2=1204/0-5-8, (min. 0-2-12), 6=817/ Mechanical, (min. 0-1-8)
Max Horiz 2=100 (LC 10)
Max Uplift 2=-133 (LC 13), 6=-92 (LC 10)
Max Grav 2=1766 (LC 18), 6=1186 (LC 18)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=0/272, 2-3=-580/517, 3-4=-1706/198, 4-12=-266/38, 5-6=-511/69
BOT CHORD 2-7=-215/1383, 6-7=-217/1397
WEBS 4-6=-1376/254
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=0.0psf; BCDL=0.0psf; h=24ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional)
and C-C Exterior(2E) -1-7-4 to 1-4-12, Interior (1) 1-4-12 to 4-8-12, Exterior(2E) 4-8-12 to 7-8-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-
C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=90.0 psf (Lum DOL=1.00 Plate DOL=1.00); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.10
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 90.0 psf on overhangs non-concurrent with other live loads.
5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
6)Refer to girder(s) for truss to truss connections.
7)Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 2 and 92 lb uplift at joint 6.
9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
R02 7 13364006Monopitch Job Reference (optional)
Builders First Source, Grand Junction, EWP Specialist Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Thu Aug 31 14:14:06 Page: 1
ID:ybEEwPOEHTRnYcbpNucxmYzpB8z-WJgUdwHaJo6_2vTFNS5aU_egxhd3moGeaYUwg8yiI1n
3 12
4x12
10x16
1.5x4
2x4 2x4
1.5x4
8
7
1 2
3
4
5 6
W1
T1
T2
B1
ST1
HW1
1-6-0
-1-6-0
1-11-5
1-11-5
4-11-3
6-10-8
0-3-4
6-10-8
6-7-4
6-7-4
2-
2
-
1
5
1-0-0
2-
2
-
1
5
0-
6
-
5
0-
6
-
5
0-
1
1
-
8
1-
5
-
1
3
Scale = 1:32
Plate Offsets (X, Y):[2:0-3-8,Edge], [3:0-1-7,0-8-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.00 TC 0.22 Vert(LL)n/a -n/a 999 MT20 185/144
Snow (Pf)40.0 Lumber DOL 1.00 BC 0.08 Vert(CT)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.13 Horz(CT)0.00 6 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight: 32 lb FT = 20%
LUMBER
TOP CHORD 2x6 HF/SPF 1650F 1.5E
BOT CHORD 2x4 HF/SPF 1650F 1.5E
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud
WEDGE Left: 2x4 SPF Stud
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 6-10-8.
(lb) -Max Horiz 2=49 (LC 12)
Max Uplift All uplift 100 (lb) or less at joint(s) 6, 7, 8 except 2=-132 (LC 9)
Max Grav All reactions 250 (lb) or less at joint(s) 6, 7 except 2=631 (LC
18), 8=595 (LC 18)
2 2FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 4-8=-502/235
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=0.0psf; BCDL=0.0psf; h=24ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional)
and C-C Corner(3E) -1-6-11 to 1-5-5, Exterior(2N) 1-5-5 to 6-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=40.0 psf (Lum DOL=1.00 Plate DOL=1.00); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.10
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 40.0 psf on overhangs non-concurrent with other live loads.
6)Gable requires continuous bottom chord bearing.
7)Gable studs spaced at 2-0-0 oc.
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.
9)Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 6, 8 except (jt=lb) 2=131.
11)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
R02GE 1 13364006Monopitch Supported Gable Job Reference (optional)
Builders First Source, Grand Junction, EWP Specialist Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Thu Aug 31 14:14:06 Page: 1
ID:UykjrhoxVcb5?gd8oJigcVzpB8S-?VEsqGIC46Erf32Rw9cp1CAta52nVKJooCDUDbyiI1m
612
3
12
1.5x4
5x10
3x10
3x10
1.5x4 3x10
1.5x4
1.5x4
1.5x4
1.5x4
3x4
3x6
11 10
9
1
8121314
2
15 43
5
16
6
7
T1
W3
W1
T2
B1
W2
ST5
ST3
ST4
ST1
ST2
1-6-0
-1-6-0
1-9-7
1-9-7
6-1-1
7-10-8
7-10-8
6-
6
-
4
3-
1
-
2
6-
6
-
4
Scale = 1:45.6
Plate Offsets (X, Y):[2:0-7-12,0-2-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL)0.00 9 >999 240 MT20 185/144
Snow (Pf)93.0 Lumber DOL 1.00 BC 0.05 Vert(CT)-0.01 8-9 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.51 Horz(CT)-0.01 7 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight: 52 lb FT = 20%
LUMBER
TOP CHORD 2x6 HF/SPF 1650F 1.5E *Except* T2:2x4 HF/SPF 1650F 1.5E
BOT CHORD 2x4 HF/SPF 1650F 1.5E
WEBS 2x4 SPF Stud *Except* W2:2x4 HF/SPF 1650F 1.5E
OTHERS 2x4 SPF Stud
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.
JOINTS 1 Brace at Jt(s): 13
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 7-10-8.
(lb) -Max Horiz 11=146 (LC 10)
Max Uplift All uplift 100 (lb) or less at joint(s) 7, 8, 11 except 9=-103 (LC
13), 10=-270 (LC 17)
Max Grav All reactions 250 (lb) or less at joint(s) 8, 10 except 7=349 (LC
18), 9=1283 (LC 18), 11=1081 (LC 18)
3 3FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-11=-1064/137
WEBS 6-12=-353/65, 5-13=-892/143, 9-13=-1203/196, 3-14=-242/305, 10-14=-126/295
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=0.0psf; BCDL=0.0psf; h=24ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional)
and C-C Exterior(2E) -1-7-4 to 1-4-12, Interior (1) 1-4-12 to 4-8-12, Exterior(2E) 4-8-12 to 7-8-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-
C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=93.0 psf (Lum DOL=1.00 Plate DOL=1.00); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.10
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 93.0 psf on overhangs non-concurrent with other live loads.
6)Gable studs spaced at 2-0-0 oc.
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.
8)Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8, 7 except (jt=lb) 9=103, 10=270.
10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 11, 8, 7, 9, 10.
11)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
R03 1 13364006Jack-Closed Structural Gable Job Reference (optional)
Builders First Source, Grand Junction, EWP Specialist Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Thu Aug 31 14:14:06 Page: 1
ID:4Bdsw6N2CMeHm2INcPZwYdzpB7i-WJgUdwHaJo6_2vTFNS5aU_efghjxmn3eaYUwg8yiI1n
612
3
12
10x16
4x5
4x5
2x4
3x4
8x12
M18AHS 10x18
10x16
4x5
4x5
4x6
M18AHS 8x12
3x10
1 910
2
18
13
11
3
4
12
19
8
5
21720
6
T2
T1
T3
W9
B1 B2
W8
W5
W6
W7
W1
W2
W3
W4
HW1
1-6-0
-1-6-0
3-3-6
17-9-6
4-0-12
4-0-12
5-3-4
9-4-0
5-2-0
14-6-0
3-7-10
21-5-0
0-3-8
21-5-0
0-5-8
0-5-8
1-10-11
21-1-8
3-4-4
14-4-4
4-10-9
19-2-13
5-2-4
5-7-12
5-4-4
11-0-0
8-
6
-
2
1-0-0
4-
8
-
4
8-
3
-
0
0-
1
-
4
0-
1
-
4
0-
3
-
1
0
0-
4
-
1
4
2-
2
-
1
2
2-
7
-
1
0
Scale = 1:55.7
Plate Offsets (X, Y):[2:0-0-15,Edge], [5:0-6-0,0-5-0], [8:Edge,0-2-12], [9:0-7-5,0-0-11], [10:0-2-4,0-1-8], [12:0-6-4,0-3-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL)-0.27 12-13 >955 240 MT20 185/144
Snow (Pf)83.0 Lumber DOL 1.00 BC 0.80 Vert(CT)-0.34 12-13 >751 180 M18AHS 142/136
TCDL 10.0 Rep Stress Incr NO WB 0.83 Horz(CT)0.24 9 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MRH
BCDL 10.0 Weight: 132 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF 2100F 1.8E *Except* T3:2x8 DF 1950F 1.7E
BOT CHORD 2x4 SPF 2100F 1.8E *Except* B2:2x4 HF/SPF 1650F 1.5E
WEBS 2x4 SPF Stud *Except* W9,W4:2x4 HF/SPF 1650F 1.5E
SLIDER Left 2x6 HFSPF 1650F 1.5E -- 3-5-12
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 7-10
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=2500/0-5-8, (min. 0-3-7), 9=2180/ Mechanical, (min. 0-1-8)
Max Horiz 2=166 (LC 12)
Max Uplift 2=-287 (LC 13), 9=-234 (LC 13)
Max Grav 2=2807 (LC 18), 9=2180 (LC 1)
4 4FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=0/252, 2-18=-987/308, 3-18=-834/322, 3-4=-5397/603, 4-19=-5363/592, 5-19=-5248/592, 5-20=-4656/529,
6-20=-4244/529, 6-7=-2094/327, 7-21=-781/187, 8-21=-969/187, 8-9=-2167/286
BOT CHORD 2-13=-455/4658, 12-13=-427/4981, 11-12=-173/1852, 10-11=-135/1297
WEBS 8-10=-180/1681, 6-11=-855/58, 7-11=-63/1027, 7-10=-1794/203, 5-12=-1611/213, 6-12=-350/3588
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=0.0psf; BCDL=0.0psf; h=24ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional)
and C-C Exterior(2E) -1-7-4 to 1-4-12, Interior (1) 1-4-12 to 11-6-0, Exterior(2R) 11-6-0 to 17-9-6, Interior (1) 17-9-6 to 18-3-4, Exterior(2E) 18-3-4 to 21-3-4 zone; cantilever left
and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=83.0 psf (Lum DOL=1.00 Plate DOL=1.00); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.10
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 83.0 psf on overhangs non-concurrent with other live loads.
6)All plates are MT20 plates unless otherwise indicated.
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.
8)Refer to girder(s) for truss to truss connections.
9)Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 287 lb uplift at joint 2 and 234 lb uplift at joint 9.
11)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
R04 6 13364006Scissor Job Reference (optional)
Builders First Source, Grand Junction, EWP Specialist Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Thu Aug 31 14:14:06 Page: 1
ID:rXh9IH52IU3vL7IjaI7mS3zpB6n-WJgUdwHaJo6_2vTFNS5aU_ec2hXHmj7eaYUwg8yiI1n
612
312
3
1210x16
6x8
4x5
4x5
5x8
10x16
6x8
5x6
7x10
7x8
8x12
2x6
2x6
6x8
6x8
5x8
6x8
4x5 4x12
3x4
2x6 4x8
8x12
21
20 19 18
1716
153814
13112
22
2
11
25 23
34 3 10
24
37
4 95
363568
7
T2
T1
T3
T4
T5
B1 B2 B3
B4 B5
W6
W13
W7
W8
W1
W2
W3
W4 W5
W14 W15
W16
W11
W12
W10
W9HW1
HW2
1-6-0
43-6-0
1-6-0
-1-6-0
3-0-3
24-9-7
3-2-9
28-0-0
3-3-2
3-3-2
3-5-14
17-11-14
3-6-0
14-6-0
3-9-6
21-9-4
3-9-6
7-0-8
4-0-11
42-0-0
3-11-8
11-0-0
5-0-0
37-11-5
4-11-5
32-11-5
0-5-8
0-5-8
3-0-13
27-10-4
3-6-0
14-6-0
3-2-15
24-9-7
5-4-4
11-0-0
5-2-4
5-7-12
7-0-0
34-10-4
7-1-12
42-0-0
7-0-8
21-6-8
11
-
3
-
0
1-0-0
3-
0
-
0
1-
6
-
0
4-
6
-
0
6-
9
-
0
11
-
3
-
0
3-
0
-
0
3-
0
-
0
2-
7
-
1
0
5-
7
-
1
0
Scale = 1:80.7
Plate Offsets (X, Y):[2:0-1-7,Edge], [5:0-2-7,0-2-8], [6:0-4-0,0-2-0], [11:0-5-4,0-2-8], [16:0-6-5,Edge], [22:0-4-12,0-4-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL)-0.29 24-25 >909 240 MT20 185/148
Snow (Pf)96.0 Lumber DOL 1.00 BC 0.93 Vert(CT)-0.33 24-25 >784 180
TCDL 10.0 Rep Stress Incr NO WB 0.86 Horz(CT)0.20 21 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MRH
BCDL 10.0 Weight: 258 lb FT = 20%
LUMBER
TOP CHORD 2x6 HF/SPF 1650F 1.5E *Except* T4,T5:2x6 SPF 2100F 1.8E
BOT CHORD 2x6 HF/SPF 1650F 1.5E *Except* B4,B5:2x4 HF/SPF 1650F 1.5E
WEBS 2x4 SPF Stud *Except* W7,W8,W4,W5,W11:2x4 HF/SPF 1650F 1.5E
SLIDER Left 2x6 HFSPF 1650F 1.5E -- 4-1-4, Right 2x6 HFSPF 1650F 1.5E --
2-5-12
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-0-14 oc purlins.
BOT CHORD Rigid ceiling directly applied or 3-5-8 oc bracing.
WEBS 1 Row at midpt 8-22, 6-23, 12-19, 11-20, 10-22
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)2=2305/0-5-8, (min. 0-4-13), 16=2073/0-5-8, (min. 0-4-9),
21=6035/0-5-8, (min. 0-2-6)
Max Horiz 2=-133 (LC 11)
Max Uplift 2=-248 (LC 13), 16=-231 (LC 13), 21=-548 (LC 13)
Max Grav 2=3080 (LC 18), 16=2769 (LC 38), 21=6035 (LC 1)
5 5FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=0/290, 2-34=-2573/196, 3-34=-2327/196, 3-4=-6033/446, 4-5=-4383/299, 5-35=-4343/299, 6-35=-3842/299,
6-7=-1640/280, 7-8=-1370/289, 8-36=-245/3412, 9-36=-245/3081, 9-37=-292/3373, 10-37=-292/3124, 10-11=0/1305,
11-12=-1080/768, 12-13=-3495/353, 13-14=-3692/353, 14-38=-4222/403, 15-38=-4260/403, 15-16=-762/407
BOT CHORD 2-25=-280/5272, 24-25=-228/5423, 23-24=-48/3761, 22-23=-987/320, 21-22=-6004/712, 9-22=-1181/121,
19-20=-725/835, 18-19=-267/3263, 16-18=-341/3974
WEBS 7-23=-448/550, 11-19=-141/1544, 8-23=-111/2142, 8-22=-4605/467, 4-24=-1693/185, 6-24=-131/2849, 6-23=-3877/269,
12-19=-2799/276, 12-18=-29/401, 14-18=-538/134, 10-20=-315/2220, 11-20=-2155/248, 20-22=-1528/169,
10-22=-2771/410
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=0.0psf; BCDL=0.0psf; h=24ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional)
and C-C Exterior(2E) -1-7-4 to 2-7-3, Interior (1) 2-7-3 to 10-3-10, Exterior(2R) 10-3-10 to 18-8-6, Interior (1) 18-8-6 to 39-4-4, Exterior(2E) 39-4-4 to 43-6-11 zone; cantilever
left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=96.0 psf (Lum DOL=1.00 Plate DOL=1.00); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.10
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 96.0 psf on overhangs non-concurrent with other live loads.
6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7)Bearing at joint(s) 2, 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 231 lb uplift at joint 16, 248 lb uplift at joint 2 and 548 lb uplift at joint 21.
9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
R05 6 13364006Roof Special Job Reference (optional)
Builders First Source, Grand Junction, EWP Specialist Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Thu Aug 31 14:14:06 Page: 1
ID:pY_U7rLHpRA9q5Fig7_9f?zpB59-WJgUdwHaJo6_2vTFNS5aU_eaXhVFmieeaYUwg8yiI1n
612
312
3
12
7x10
4x5
1.5x4
7x8
6x8
6x8
4x8
5x6
3x65x8
5x8
5x8
7x8
1.5x4
4x5
4x8
14
13 12
1110934
81
15
2
7
18
3
16
29
17
30
4 633
3231
5
T2
T1
T3
T4
T5
B1 B2 B3
B4 B5
W1
W2
W3 W4
W5
W7
W6
W8
W9 W10
HW1
HW2
1-6-0
43-6-0
1-6-0
-1-6-0
6-3-12
28-0-0
6-10-4
34-10-4
7-1-12
42-0-0
7-1-4
14-6-0
7-2-4
21-8-4
7-4-12
7-4-12
0-5-8
0-5-8
0-1-0
34-10-4
3-6-0
14-6-0
5-2-4
5-7-12
5-4-4
11-0-0
6-3-12
27-10-4
6-11-0
34-9-4
7-1-12
42-0-0
7-0-8
21-6-8
11
-
3
-
0
1-0-0
3-
0
-
0
1-
6
-
0
4-
6
-
0
6-
9
-
0
11
-
3
-
0
3-
0
-
0
3-
0
-
0
2-
7
-
1
0
5-
7
-
1
0
Scale = 1:80.7
Plate Offsets (X, Y):[2:0-5-1,Edge], [4:0-4-0,0-4-8], [5:0-2-4,0-2-4], [7:0-5-4,0-2-8], [8:0-4-0,0-5-0], [10:0-4-5,0-0-7], [13:0-2-4,0-3-0], [15:0-5-4,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL)-0.22 17-18 >999 240 MT20 185/144
Snow (Pf)40.0 Lumber DOL 1.00 BC 0.99 Vert(CT)-0.32 17-18 >810 180
TCDL 10.0 Rep Stress Incr YES WB 0.94 Horz(CT)0.13 14 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MRH
BCDL 10.0 Weight: 215 lb FT = 20%
LUMBER
TOP CHORD 2x6 HF/SPF 1650F 1.5E
BOT CHORD 2x4 HF/SPF 1650F 1.5E *Except* B1:2x4 SPF 2100F 1.8E, B3:2x4
SPF Stud
WEBS 2x4 SPF Stud
SLIDER Left 2x6 HFSPF 1650F 1.5E -- 2-5-12, Right 2x6 HFSPF 1650F 1.5E --
1-11-12
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 3-0-7 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 0-5-8. except 10=0-7-4
(lb) -Max Horiz 2=-133 (LC 11)
Max Uplift All uplift 100 (lb) or less at joint(s) except 2=-273 (LC 13),
10=-140 (LC 13), 12=-188 (LC 13), 14=-430 (LC 13)
Max Grav All reactions 250 (lb) or less at joint(s) except 2=1438 (LC 18),
10=803 (LC 38), 12=1179 (LC 38), 14=2600 (LC 1)
6 6FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-721/124, 3-29=-2874/524, 29-30=-2838/524, 4-30=-2642/524, 4-31=-1919/361, 5-31=-1628/361, 5-32=-665/228,
32-33=-855/228, 6-33=-877/228, 6-7=-121/1420, 7-8=-413/384, 9-34=-322/94
BOT CHORD 2-18=-318/2504, 17-18=-334/2548, 16-17=-25/613, 15-16=-1244/258, 14-15=-2551/572, 6-15=-2077/463, 12-13=-96/326,
10-12=-103/287
WEBS 4-17=-1091/283, 5-17=-220/1544, 5-16=-907/112, 6-16=-204/1900, 13-15=-371/305, 7-15=-979/264, 7-13=-6/448,
8-13=-415/76, 8-12=-1030/220
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=0.0psf; BCDL=0.0psf; h=24ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional)
and C-C Exterior(2E) -1-7-4 to 2-7-3, Interior (1) 2-7-3 to 10-3-10, Exterior(2R) 10-3-10 to 18-8-6, Interior (1) 18-8-6 to 39-4-4, Exterior(2E) 39-4-4 to 43-6-11 zone; cantilever
left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=40.0 psf (Lum DOL=1.00 Plate DOL=1.00); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.10
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 40.0 psf on overhangs non-concurrent with other live loads.
6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7)Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 272 lb uplift at joint 2, 429 lb uplift at joint 14, 187 lb uplift at joint 12 and 139 lb
uplift at joint 10.
9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
R06 2 13364006Roof Special Job Reference (optional)
Builders First Source, Grand Junction, EWP Specialist Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Thu Aug 31 14:14:06 Page: 1
ID:SOltnav8_azdLAmYMopxXhzpB4R-?VEsqGIC46Erf32Rw9cp1CAl85qYV8fooCDUDbyiI1m
612
312
3
12
5x10
4x5
2x6
7x8
8x12
7x10
5x6
8x12
4x5
4x5
10x16
2x6
5x8
10x16
2x6
5x8
4x8
7x8
5x10
4x5
4x8
16
15 14
1312
1139
101
17
2 9
1821
3 34
19
2320
35
84
22
38
36 37
5 7
6
T2
T1
T3
T4
T5
B2
B3
B4 B5
B1
W14
W13
W15
W16 W17
W3W2
W1
W4
W7
W6W5
W9 W11
W8
W10
W12
HW2
HW1
1-6-0
43-6-0
1-6-0
-1-6-0
3-1-12
17-7-12
3-3-14
14-6-0
3-9-6
11-2-2
4-1-8
21-9-4
6-2-12
28-0-0
6-9-4
34-9-4
7-2-12
42-0-0
7-4-12
7-4-12
0-5-8
0-5-8
3-1-12
17-7-12
3-6-0
14-6-0
3-10-12
21-6-8
5-4-4
11-0-0
5-2-4
5-7-12
6-3-12
27-10-4
6-11-0
34-9-4
7-2-12
42-0-0
11
-
3
-
0
1-0-0
3-
0
-
0
1-
6
-
0
4-
6
-
0
6-
9
-
0
11
-
3
-
0
3-
0
-
0
3-
0
-
0
2-
7
-
1
0
5-
7
-
1
0
Scale = 1:80.7
Plate Offsets (X, Y):[2:0-4-0,0-1-12], [4:0-4-0,0-4-8], [9:0-5-4,0-2-8], [10:0-4-0,0-5-0], [12:0-4-9,0-0-5], [17:0-4-12,0-4-11], [22:0-5-12,0-4-0]
Loading (psf)Spacing 6-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL)-0.12 20-21 >999 240 MT20 185/144
Snow (Pf)40.0 Lumber DOL 1.00 BC 0.33 Vert(CT)-0.17 20-21 >999 180
TCDL 10.0 Rep Stress Incr NO WB 0.66 Horz(CT)0.08 16 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MRH
BCDL 10.0 Weight: 925 lb FT = 20%
LUMBER
TOP CHORD 2x6 HF/SPF 1650F 1.5E
BOT CHORD 2x6 HF/SPF 1650F 1.5E *Except* B2,B1:2x8 DF 1950F 1.7E
WEBS 2x4 SPF Stud *Except* W17:2x6 HF/SPF 1650F 1.5E, W3:2x8 DF
1950F 1.7E
SLIDER Left 2x4 SPF Stud -- 2-6-0, Right 2x4 SPF Stud -- 2-6-0
BRACING
TOP CHORD 2-0-0 oc purlins (6-0-0 max.)
(Switched from sheeted: Spacing > 2-0-0).
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
JOINTS 1 Brace at Jt(s): 6, 9, 22, 23
REACTIONS All bearings 0-5-8. except 12=0-7-4
(lb) -Max Horiz 2=-396 (LC 11)
Max Uplift All uplift 100 (lb) or less at joint(s) except 2=-809 (LC 13),
12=-406 (LC 13), 14=-539 (LC 13), 16=-1340 (LC 13)
Max Grav All reactions 250 (lb) or less at joint(s) except 2=4302 (LC 18),
12=2399 (LC 38), 14=3446 (LC 38), 16=8036 (LC 1)
7 7FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=0/442, 2-3=-4840/680, 3-34=-7571/1318, 34-35=-7177/1318, 4-35=-7013/1318, 4-36=-6231/1072, 5-36=-5488/1072,
5-6=-1622/412, 6-7=-1449/413, 7-37=-560/400, 37-38=-1069/226, 8-38=-1147/226, 8-9=-615/4767, 9-10=-996/1352,
10-39=-436/317, 11-39=-821/243, 11-12=-468/373
BOT CHORD 19-20=-88/2618, 18-19=-52/942, 17-18=-54/932, 16-17=-7897/1774, 8-17=-4961/1088, 14-15=-252/766, 2-21=-713/6812,
20-21=-776/7068, 12-14=-260/720
WEBS 15-17=-1269/688, 9-17=-3384/923, 9-15=-55/1499, 10-15=-1354/151, 10-14=-3060/630, 5-22=-4726/868,
22-23=-3234/667, 17-23=-5221/1055, 4-20=-1650/496, 4-21=-661/194, 5-20=-337/2238, 19-22=-827/87,
20-22=-212/2922, 19-23=-194/2249, 7-22=-54/1633, 7-23=-2000/396, 8-23=-529/4027
NOTES
1)3-ply truss to be connected together with SDW 22438 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, 2x6 - 2 rows staggered at 0-9-0 oc.
Web connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=0.0psf; BCDL=0.0psf; h=24ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional)
and C-C Exterior(2E) -1-7-4 to 2-7-3, Interior (1) 2-7-3 to 10-3-10, Exterior(2R) 10-3-10 to 18-8-6, Interior (1) 18-8-6 to 39-4-4, Exterior(2E) 39-4-4 to 43-6-11 zone; cantilever
left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
5)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=40.0 psf (Lum DOL=1.00 Plate DOL=1.00); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.10
6)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 40.0 psf on overhangs non-concurrent with 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.
Job Truss Truss Type Qty Ply
R07 1 33364006Roof Special Job Reference (optional)
Builders First Source, Grand Junction, EWP Specialist Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Thu Aug 31 14:14:06 Page: 1
ID:Zhi4IyCpNehGRjPmfrhBPZzpB_u-?VEsqGIC46Erf32Rw9cp1CAp25_oVCyooCDUDbyiI1m
Continued on page 2
9)Bearing at joint(s) 2, 16, 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 808 lb uplift at joint 2, 405 lb uplift at joint 12, 1339 lb uplift at joint 16 and 538 lb
uplift at joint 14.
11)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
R07 1 33364006Roof Special Job Reference (optional)
Builders First Source, Grand Junction, EWP Specialist Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Thu Aug 31 14:14:06 Page: 2
ID:Zhi4IyCpNehGRjPmfrhBPZzpB_u-?VEsqGIC46Erf32Rw9cp1CAp25_oVCyooCDUDbyiI1m
312
612
3x10
4x5
2x4
7x8
5x8
6x8
3x4
2x4
9
8
7
1
2
3
16
4
5
17
6
T2
T1
T3
W5
B1 B2
W1 W2
W3 W4
HW1
1-6-0
-1-6-0
6-10-4
14-0-0
7-1-12
7-1-12
6-5-8
20-5-8
0-1-0
7-2-12
6-7-4
20-5-8
6-7-8
13-10-4
7-1-12
7-1-12
7-
8
-
1
2
1-0-0
7-
8
-
1
2
4-
6
-
0
Scale = 1:47.4
Plate Offsets (X, Y):[2:0-5-5,0-1-7], [4:0-4-0,0-5-0], [8:0-3-4,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL)-0.02 7-8 >999 240 MT20 185/144
Snow (Pf)40.0 Lumber DOL 1.00 BC 0.27 Vert(CT)-0.06 7-8 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.61 Horz(CT)0.01 7 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MRH
BCDL 10.0 Weight: 101 lb FT = 20%
LUMBER
TOP CHORD 2x6 HF/SPF 1650F 1.5E
BOT CHORD 2x4 HF/SPF 1650F 1.5E
WEBS 2x4 SPF Stud *Except* W4:2x4 HF/SPF 1650F 1.5E
SLIDER Left 2x6 HFSPF 1650F 1.5E -- 1-11-12
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 (lb/size)2=647/0-7-4, (min. 0-1-8), 7=800/0-5-8, (min. 0-1-8),
9=1146/0-5-8, (min. 0-2-7)
Max Horiz 2=197 (LC 12)
Max Uplift 2=-154 (LC 9), 7=-153 (LC 13), 9=-215 (LC 9)
Max Grav 2=658 (LC 18), 7=860 (LC 18), 9=1463 (LC 18)
9 9FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-16=-312/73, 4-5=-918/186, 6-7=-316/82
BOT CHORD 2-9=-152/303, 8-9=-159/367, 7-8=-139/756
WEBS 4-9=-1321/251, 4-8=-49/414, 5-7=-903/224
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=0.0psf; BCDL=0.0psf; h=24ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional)
and C-C Exterior(2E) -1-6-11 to 1-5-5, Interior (1) 1-5-5 to 17-3-12, Exterior(2E) 17-3-12 to 20-3-12 zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=40.0 psf (Lum DOL=1.00 Plate DOL=1.00); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.10
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 40.0 psf on overhangs non-concurrent with other live loads.
5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 153 lb uplift at joint 7, 154 lb uplift at joint 2 and 215 lb uplift at joint 9.
7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
R08 2 13364006Roof Special Job Reference (optional)
Builders First Source, Grand Junction, EWP Specialist Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Thu Aug 31 14:14:06 Page: 1
ID:JJSE_en2qaOQtlSABjHXCSzpAi4-?VEsqGIC46Erf32Rw9cp1CAn05?mVDsooCDUDbyiI1m
312
612
10x16
2x4
2x4 2x4
2x4
2x4
3x4
5x6
2x4
2x4
2x4
23
22 21 20 19 1817 16 15
14
1 2
24 3 25
4 5 6
7
8
910
11
26
12
13
W2
T1
T3
T2
B2B1
W1
HW1
ST3
ST2
ST1
ST4
ST5
ST6
ST7
1-6-0
-1-6-0
1-11-5
1-11-5
5-2-7
7-1-12
6-10-4
14-0-0
6-5-8
20-5-8
7-1-12
7-1-12
13-3-12
20-5-8
7-
3
-
1
1-0-0
7-
3
-
1
2-
6
-
8
0-
6
-
5
0-
6
-
5
0-
1
1
-
8
1-
5
-
1
3
2-
6
-
8
4-
0
-
5
Scale = 1:47.6
Plate Offsets (X, Y):[3:0-8-0,0-8-6], [9:0-1-9,0-3-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL)-0.03 2-23 >999 240 MT20 185/144
Snow (Pf)40.0 Lumber DOL 1.00 BC 0.28 Vert(CT)-0.06 2-23 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.20 Horz(CT)0.00 14 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MRH
BCDL 10.0 Weight: 106 lb FT = 20%
LUMBER
TOP CHORD 2x6 HF/SPF 1650F 1.5E
BOT CHORD 2x4 HF/SPF 1650F 1.5E
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud
WEDGE Left: 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 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 All bearings 13-5-8. except 2=0-7-4, 22=0-3-8
(lb) -Max Horiz 2=184 (LC 12)
Max Uplift All uplift 100 (lb) or less at joint(s) 14, 15, 16, 17, 19, 20 except
2=-135 (LC 9), 21=-299 (LC 18), 22=-190 (LC 9)
Max Grav All reactions 250 (lb) or less at joint(s) 14, 16, 21 except 2=571
(LC 18), 15=266 (LC 1), 17=256 (LC 18), 19=326 (LC 18),
20=340 (LC 18), 22=1166 (LC 18)
10 10FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 5-22=-780/129, 7-20=-273/57, 8-19=-293/60
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=0.0psf; BCDL=0.0psf; h=24ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional)
and C-C Exterior(2E) -1-6-11 to 1-5-5, Interior (1) 1-5-5 to 17-3-12, Exterior(2E) 17-3-12 to 20-3-12 zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=40.0 psf (Lum DOL=1.00 Plate DOL=1.00); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.10
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 40.0 psf on overhangs non-concurrent with other live loads.
6)All plates are 1.5x4 MT20 unless otherwise indicated.
7)Gable studs spaced at 2-0-0 oc.
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.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 20, 19, 17, 16, 15 except (jt=lb) 2=134, 21=299, 22=189.
10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
R09 1 13364006Roof Special Structural Gable Job Reference (optional)
Builders First Source, Grand Junction, EWP Specialist Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Thu Aug 31 14:14:06 Page: 1
ID:cxvJ0s35ByP0lRHnblj9BWzpAhi-?VEsqGIC46Erf32Rw9cp1CAoF5?eVJCooCDUDbyiI1m
3 12
3x10
4x5
2x4
2x6
7
6
1
2
3
4 5
T1
W1
B1
HW1
1-6-0
-1-6-0
6-10-8
6-10-8
0-3-4
6-10-8
6-7-4
6-7-4
2-
8
-
1
0
1-0-0
2-
8
-
1
0
Scale = 1:30.6
Plate Offsets (X, Y):[2:0-4-9,0-1-15]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL)-0.09 7-10 >932 240 MT20 185/144
Snow (Pf)40.0 Lumber DOL 1.00 BC 0.29 Vert(CT)-0.14 7-10 >578 180
TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.04 2 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight: 30 lb FT = 20%
LUMBER
TOP CHORD 2x6 HF/SPF 1650F 1.5E
BOT CHORD 2x4 HF/SPF 1650F 1.5E
WEBS 2x4 SPF Stud
SLIDER Left 2x6 HFSPF 1650F 1.5E -- 1-11-12
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 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=569/0-5-8, (min. 0-1-8), 7=411/ Mechanical, (min. 0-1-8)
Max Horiz 2=63 (LC 12)
Max Uplift 2=-138 (LC 9), 7=-85 (LC 9)
Max Grav 2=755 (LC 18), 7=536 (LC 18)
11 11FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-339/88, 4-7=-456/150
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=0.0psf; BCDL=0.0psf; h=24ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional)
and C-C Exterior(2E) -1-6-11 to 1-5-5, Interior (1) 1-5-5 to 3-10-8, Exterior(2E) 3-10-8 to 6-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C
for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=40.0 psf (Lum DOL=1.00 Plate DOL=1.00); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.10
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 40.0 psf on overhangs non-concurrent with other live loads.
5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
6)Refer to girder(s) for truss to truss connections.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 lb uplift at joint 7 and 138 lb uplift at joint 2.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
R10 6 13364006Monopitch Job Reference (optional)
Builders First Source, Grand Junction, EWP Specialist Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Thu Aug 31 14:14:06 Page: 1
ID:CuH1XSRYtTJdzC9kvmmQx3zpAhD-?VEsqGIC46Erf32Rw9cp1CApL5?VVMKooCDUDbyiI1m
612
3
12
8x12
4x5
2x4
7x8
5x6
7x10
7x8
2x4
4x5
8x12
91
82
3 7
12 10
11
64
2221
5
T2
T1
T2
T1
B1 B1
W3
W2
W1
W2
W1
HW1 HW1
1-6-0
28-6-0
1-6-0
-1-6-0
6-7-4
13-6-0
6-7-4
20-1-4
6-10-12
27-0-0
6-10-12
6-10-12
0-5-8
0-5-8
0-5-8
27-0-0
6-7-4
20-1-4
6-7-4
13-6-0
6-5-4
26-6-8
6-5-4
6-10-12
8-
0
-
2
1-0-0
7-
9
-
0
3-
3
-
2
Scale = 1:56.3
Plate Offsets (X, Y):[2:0-7-6,Edge], [4:0-4-0,0-4-8], [6:0-4-0,0-4-8], [8:0-7-6,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL)-0.29 11-12 >999 240 MT20 185/144
Snow (Pf)40.0 Lumber DOL 1.00 BC 0.98 Vert(CT)-0.46 11-12 >709 180
TCDL 10.0 Rep Stress Incr YES WB 0.94 Horz(CT)0.29 8 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MRH
BCDL 10.0 Weight: 140 lb FT = 20%
LUMBER
TOP CHORD 2x6 HF/SPF 1650F 1.5E *Except* T1:2x6 SPF 2100F 1.8E
BOT CHORD 2x6 HF/SPF 1650F 1.5E
WEBS 2x4 SPF Stud *Except* W3:2x4 HF/SPF 1650F 1.5E
SLIDER Left 2x4 SPF Stud -- 1-11-12, Right 2x4 SPF Stud -- 1-11-12
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins.
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=1780/0-5-8, (min. 0-2-13), 8=1780/0-5-8, (min. 0-2-13)
Max Horiz 2=-101 (LC 11)
Max Uplift 2=-350 (LC 13), 8=-350 (LC 13)
Max Grav 2=1806 (LC 18), 8=1806 (LC 19)
12 12FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1794/311, 3-4=-4096/792, 4-21=-3130/616, 5-21=-3001/616, 5-22=-3001/616, 6-22=-3130/616, 6-7=-4096/792,
7-8=-1495/267
BOT CHORD 2-12=-626/3593, 11-12=-637/3644, 10-11=-637/3644, 8-10=-626/3593
WEBS 5-11=-378/2053, 6-11=-1020/231, 4-11=-1020/231
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=0.0psf; BCDL=0.0psf; h=24ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional)
and C-C Exterior(2E) -1-7-4 to 1-4-12, Interior (1) 1-4-12 to 10-6-0, Exterior(2R) 10-6-0 to 16-6-0, Interior (1) 16-6-0 to 25-7-4, Exterior(2E) 25-7-4 to 28-7-4 zone; cantilever left
and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=40.0 psf (Lum DOL=1.00 Plate DOL=1.00); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.10
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 40.0 psf on overhangs non-concurrent with other live loads.
6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7)Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 350 lb uplift at joint 2 and 350 lb uplift at joint 8.
9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
R11 12 13364006Scissor Job Reference (optional)
Builders First Source, Grand Junction, EWP Specialist Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Thu Aug 31 14:14:06 Page: 1
ID:kWIw0Y2v6rcXzuzLrGg9zbzpAgR-?VEsqGIC46Erf32Rw9cp1CAmb5qiV8aooCDUDbyiI1m
612
3
125x10
3x4
2x4
3x4
2x4
2x4
6x12
6x8
2x6
2x4
2x4
3x6
5x6
4x5
4x5
4x5
4x5
5x10
91
11
82
38 3 41
15 101413
7
12
64
4039
5
T1
T3
T2 T2
B1
B3B2
W3
W4
W5
W2
W1
ST4
ST3
ST2
ST1
ST5
ST6
ST7
ST8 ST9
0-11-0
21-2-0
1-6-0
28-6-0
1-6-0
-1-6-0
1-9-7
1-9-7
5-1-5
6-10-12
5-10-0
27-0-0
6-7-4
13-6-0
6-9-0
20-3-0
0-5-8
0-5-8
0-5-8
27-0-0
0-5-8
13-11-8
6-3-4
26-6-8
6-3-12
20-3-4
6-5-4
6-10-12
6-7-4
13-6-0
7-
6
-
0
1-0-0
0-0-2
3-
3
-
2
2-
0
-
4
0-
5
-
1
4
0-
5
-
1
4
1-
4
-
1
4
1-
1
0
-
1
2
2-
0
-
4
3-
1
1
-
0
3-
3
-
1
3
7-
2
-
1
4
1-
6
-
1
3
1-
6
-
1
3
1-
8
-
5
3-
3
-
2
Scale = 1:62.3
Plate Offsets (X, Y):[2:0-1-11,0-0-13], [8:0-1-11,0-0-13], [12:0-3-0,0-3-0], [24:0-1-8,0-0-12], [27:0-1-8,0-0-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL)-0.14 10 >999 240 MT20 185/148
Snow (Pf)40.0 Lumber DOL 1.00 BC 0.26 Vert(CT)-0.22 10-11 >736 180
TCDL 10.0 Rep Stress Incr YES WB 0.70 Horz(CT)0.05 8 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MRH
BCDL 10.0 Weight: 159 lb FT = 20%
LUMBER
TOP CHORD 2x6 HF/SPF 1650F 1.5E
BOT CHORD 2x4 HF/SPF 1650F 1.5E
WEBS 2x4 SPF Stud *Except* W3:2x6 HF/SPF 1650F 1.5E
OTHERS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 5-11, 6-12, 4-12
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 13-11-8. except 8=0-5-8
(lb) -Max Horiz 2=-94 (LC 11), 30=-94 (LC 11)
Max Uplift All uplift 100 (lb) or less at joint(s) 13, 15 except 2=-115 (LC
13), 8=-148 (LC 13), 11=-362 (LC 13), 14=-659 (LC 19),
30=-115 (LC 13)
Max Grav All reactions 250 (lb) or less at joint(s) 15 except 2=440 (LC
18), 8=548 (LC 1), 11=2649 (LC 19), 13=287 (LC 1), 14=435
(LC 18), 30=440 (LC 18)
13 13FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-38=-50/445, 3-38=-50/447, 3-4=-45/571, 4-39=-280/2069, 5-39=-280/2173, 5-40=-319/2504, 6-40=-319/2346
BOT CHORD 2-15=-459/110, 14-15=-468/107, 13-14=-401/103, 12-13=-466/105
WEBS 11-12=-2589/422, 5-12=-2566/430, 6-12=-2125/442, 4-12=-1480/308, 4-14=-678/407
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=0.0psf; BCDL=0.0psf; h=24ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional)
and C-C Exterior(2E) -1-7-4 to 1-4-12, Interior (1) 1-4-12 to 10-6-0, Exterior(2R) 10-6-0 to 16-6-0, Interior (1) 16-6-0 to 25-7-4, Exterior(2E) 25-7-4 to 28-7-4 zone; cantilever left
and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
4)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=40.0 psf (Lum DOL=1.00 Plate DOL=1.00); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.10
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 40.0 psf on overhangs non-concurrent with other live loads.
7)All plates are 1.5x4 MT20 unless otherwise indicated.
8)Gable studs spaced at 2-0-0 oc.
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.
10)Bearing at joint(s) 2, 8, 11, 14, 13, 15, 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 15 except (jt=lb) 2=115, 8=147, 11=362, 14=658, 2=115.
12)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
R12 1 13364006Scissor Job Reference (optional)
Builders First Source, Grand Junction, EWP Specialist Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Thu Aug 31 14:14:06 Page: 1
ID:_oPB2FZt_21QdVmcsoxECgzpAfm-ThoE1cJqrQMiHDddUt82ZPjvbVLBEfbx1sz1l1yiI1l
612
3
12
4x12
4x5
5x6
5x6
4x5
4x12
1 7
2 6
3 5
8
17 18
4
T1 T1
B1 B1
W1
HW1 HW1
1-6-0
14-11-8
1-6-0
-1-6-0
6-8-12
6-8-12
6-8-12
13-5-8
0-5-8
13-5-8
0-5-8
0-5-8
6-3-4
6-8-12
6-3-4
13-0-0
4-
7
-
8
1-0-0
4-
4
-
6
1-6-13
Scale = 1:36.4
Plate Offsets (X, Y):[2:0-5-7,Edge], [6:0-5-7,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL)-0.07 8-15 >999 240 MT20 185/144
Snow (Pf)40.0 Lumber DOL 1.00 BC 0.42 Vert(CT)-0.11 8-15 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.31 Horz(CT)0.06 6 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MRH
BCDL 10.0 Weight: 60 lb FT = 20%
LUMBER
TOP CHORD 2x6 HF/SPF 1650F 1.5E
BOT CHORD 2x4 HF/SPF 1650F 1.5E
WEBS 2x4 SPF Stud
SLIDER Left 2x6 HFSPF 1650F 1.5E -- 1-11-12, Right 2x6 HFSPF 1650F 1.5E
-- 1-11-12
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=968/0-5-8, (min. 0-1-13), 6=968/0-5-8, (min. 0-1-13)
Max Horiz 2=53 (LC 12)
Max Uplift 2=-201 (LC 13), 6=-201 (LC 13)
Max Grav 2=1142 (LC 18), 6=1142 (LC 19)
14 14FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-552/106, 3-17=-1390/339, 4-17=-1202/339, 4-18=-1202/339, 5-18=-1390/339, 5-6=-388/106
BOT CHORD 2-8=-197/1115, 6-8=-197/1115
WEBS 4-8=-102/623
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=0.0psf; BCDL=0.0psf; h=24ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional)
and C-C Exterior(2E) -1-7-4 to 1-4-12, Interior (1) 1-4-12 to 3-8-12, Exterior(2R) 3-8-12 to 9-8-12, Interior (1) 9-8-12 to 12-0-12, Exterior(2E) 12-0-12 to 15-0-12 zone;
cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=40.0 psf (Lum DOL=1.00 Plate DOL=1.00); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.10
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 40.0 psf on overhangs non-concurrent with other live loads.
6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7)Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 201 lb uplift at joint 2 and 201 lb uplift at joint 6.
9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
R13 5 13364006Scissor Job Reference (optional)
Builders First Source, Grand Junction, EWP Specialist Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Thu Aug 31 14:14:06 Page: 1
ID:_b_TlhBtzjSBFL9QL?LBnQzpAez-ThoE1cJqrQMiHDddUt82ZPj?SVJkEllx1sz1l1yiI1l
612
3
123x10
3x10
3x6
1.5x4
1.5x4
1.5x4
1.5x4
5x6
4x5
1.5x4
1.5x4
1.5x4
1.5x4
3x6
3x10
3x10
1 11
102
16 12
1817
15 13
9348
14
5 7
6
T1 T1
T2 T2
B1 B1
HW1 HW1
ST3
ST2
ST1
ST2
ST1
1-6-0
14-11-8
1-6-0
-1-6-0
1-9-7
13-5-8
1-9-7
1-9-7
4-11-5
6-8-12
4-11-5
11-8-1
0-5-8
13-5-8
0-5-8
0-5-8
6-3-4
6-8-12
6-3-4
13-0-0
4-
1
-
6
1-0-0
1-6-13
0-
5
-
1
4
0-
5
-
1
4
1-
4
-
1
4
1-
1
0
-
1
2
1-
1
1
-
8
3-
1
0
-
4
Scale = 1:39.4
Plate Offsets (X, Y):[2:0-3-8,Edge], [10:0-3-8,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL)0.00 2-16 >999 240 MT20 185/144
Snow (Pf)40.0 Lumber DOL 1.00 BC 0.06 Vert(CT)0.00 10-12 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.09 Horz(CT)0.00 10 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MRH
BCDL 10.0 Weight: 58 lb FT = 20%
LUMBER
TOP CHORD 2x6 HF/SPF 1650F 1.5E *Except* T2:2x4 HF/SPF 1650F 1.5E
BOT CHORD 2x4 HF/SPF 1650F 1.5E
OTHERS 2x4 SPF Stud
WEDGE Left: 2x4 SPF Stud
Right: 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 13-5-8.
(lb) -Max Horiz 2=48 (LC 12)
Max Uplift All uplift 100 (lb) or less at joint(s) 10, 12, 13, 15, 16 except
2=-105 (LC 13)
Max Grav All reactions 250 (lb) or less at joint(s) 14 except 2=449 (LC
17), 10=414 (LC 19), 12=394 (LC 19), 13=382 (LC 19), 15=387
(LC 18), 16=365 (LC 18)
15 15FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 5-15=-344/119, 4-16=-319/90, 7-13=-340/117, 8-12=-344/102
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=0.0psf; BCDL=0.0psf; h=24ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional)
and C-C Corner(3E) -1-7-4 to 1-4-12, Exterior(2N) 1-4-12 to 3-8-12, Corner(3R) 3-8-12 to 9-8-12, Exterior(2N) 9-8-12 to 12-0-12, Corner(3E) 12-0-12 to 15-0-12 zone;
cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
4)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=40.0 psf (Lum DOL=1.00 Plate DOL=1.00); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.10
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 40.0 psf on overhangs non-concurrent with other live loads.
7)All plates are 1.5x4 MT20 unless otherwise indicated.
8)Gable studs spaced at 2-0-0 oc.
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.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 15, 16, 13, 12 except (jt=lb) 2=104.
11)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
R13GE 1 13364006Scissor Job Reference (optional)
Builders First Source, Grand Junction, EWP Specialist Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Thu Aug 31 14:14:06 Page: 1
ID:d9HuFG0jPre7To6J1FUaX5zpB5b-ThoE1cJqrQMiHDddUt82ZPj36VOFEoBx1sz1l1yiI1l
612
3
123x10
5x10
6x8
7x8
5x6
6x12
7x8
6x8
5x10
3x10
71
12 8
62
1613
911
10
53
1514
4
T2
T1
T2
T1
W1 W1
B1 B1
W5
W4
W3
W4
W3
W2 W2
1-6-0
28-6-0
1-6-0
-1-6-0
6-7-4
13-6-0
6-7-4
20-1-4
6-10-12
27-0-0
6-10-12
6-10-12
0-7-4
27-0-0
0-7-4
0-7-4
6-3-8
6-10-12
6-3-8
26-4-12
6-7-4
20-1-4
6-7-4
13-6-0
8-
0
-
2
1-0-0
7-
9
-
0
3-
2
-
1
1
Scale = 1:56.3
Plate Offsets (X, Y):[2:0-2-11,0-2-8], [3:0-4-0,0-4-8], [5:0-4-0,0-4-8], [6:0-2-11,0-2-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL)-0.26 10-11 >999 240 MT20 185/144
Snow (Pf)40.0 Lumber DOL 1.00 BC 0.78 Vert(CT)-0.43 10-11 >738 180
TCDL 10.0 Rep Stress Incr YES WB 0.99 Horz(CT)0.26 8 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MRH
BCDL 10.0 Weight: 135 lb FT = 20%
LUMBER
TOP CHORD 2x6 HF/SPF 1650F 1.5E
BOT CHORD 2x4 HF/SPF 1650F 1.5E
WEBS 2x4 SPF Stud *Except* W2:2x4 HF/SPF 1650F 1.5E
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-1-5 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 9-5-7 oc bracing.
WEBS 1 Row at midpt 5-10, 3-10
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)8=1777/0-7-4, (min. 0-2-13), 12=1777/0-7-4, (min. 0-2-13)
Max Horiz 12=-121 (LC 11)
Max Uplift 8=-352 (LC 13), 12=-352 (LC 13)
Max Grav 8=1806 (LC 19), 12=1806 (LC 18)
16 16FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-13=-4055/747, 3-13=-3924/747, 3-14=-3020/570, 4-14=-2850/570, 4-15=-2850/570, 5-15=-3020/570, 5-16=-3924/750,
6-16=-4055/750, 2-12=-1748/412, 6-8=-1748/416
BOT CHORD 10-11=-582/3624, 9-10=-585/3624
WEBS 4-10=-348/1998, 5-10=-1146/253, 3-10=-1146/250, 2-11=-601/3542, 6-9=-585/3542
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=0.0psf; BCDL=0.0psf; h=24ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional)
and C-C Exterior(2E) -1-7-4 to 1-4-12, Interior (1) 1-4-12 to 10-6-0, Exterior(2R) 10-6-0 to 16-6-0, Interior (1) 16-6-0 to 25-7-4, Exterior(2E) 25-7-4 to 28-7-4 zone; cantilever left
and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=40.0 psf (Lum DOL=1.00 Plate DOL=1.00); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.10
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 40.0 psf on overhangs non-concurrent with other live loads.
6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7)Bearing at joint(s) 12, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 352 lb uplift at joint 12 and 352 lb uplift at joint 8.
9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
R14 4 13364006Scissor Job Reference (optional)
Builders First Source, Grand Junction, EWP Specialist Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Thu Aug 31 14:14:06 Page: 1
ID:HvSuQyKsJVPT6Qh2jNVq7VyiJZr-ThoE1cJqrQMiHDddUt82ZPjz4VD0Ea7x1sz1l1yiI1l
612
3
12
8x12
10x16
3x4
1.5x4
1.5x4 1.5x4
10x16
5x8
1.5x4 1.5x4
1.5x4
3x4
10x16
8x12
71
27 32622831810
9
53
3029
4
T1 T1
T2 T2
B1 B1
W3
W2
W1
W2
W1
HW1 HW1
ST4
ST3
ST2
ST1
ST4
ST3
ST2
ST1
1-6-0
28-6-0
1-6-0
-1-6-0
1-9-7
1-9-7
1-9-7
27-0-0
5-1-5
25-2-9
5-1-5
6-10-12
6-7-4
13-6-0
6-7-4
20-1-4
0-7-4
27-0-0
0-7-4
0-7-4
6-3-8
6-10-12
6-3-8
26-4-12
6-7-4
13-6-0
6-7-4
20-1-4
7-
6
-
0
1-0-0
3-
2
-
1
1
0-
5
-
1
4
0-
5
-
1
4
1-
4
-
1
4
1-
1
0
-
1
2
5-
4
-
2
7-
2
-
1
4
Scale = 1:59.6
Plate Offsets (X, Y):[2:0-2-6,0-4-0], [2:0-5-8,Edge], [6:0-1-15,0-2-4], [6:0-7-7,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL)-0.33 8-9 >914 240 MT20 185/144
Snow (Pf)40.0 Lumber DOL 1.00 BC 0.62 Vert(CT)-0.51 8-9 >591 180
TCDL 10.0 Rep Stress Incr YES WB 0.63 Horz(CT)0.26 6 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MRH
BCDL 10.0 Weight: 156 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF 2100F 1.8E *Except* T2:2x6 HF/SPF 1650F 1.5E
BOT CHORD 2x6 SPF 2100F 1.8E
WEBS 2x4 SPF Stud *Except* W3:2x4 HF/SPF 1650F 1.5E
OTHERS 2x4 SPF Stud
WEDGE Left: 2x4 SPF Stud
Right: 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-2-14 oc purlins.
BOT CHORD Rigid ceiling directly applied or 9-3-4 oc bracing.
WEBS 1 Row at midpt 5-9, 3-9
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=2511/0-7-4, (min. 0-3-2), 6=2541/0-7-4, (min. 0-3-2)
Max Horiz 2=94 (LC 12)
Max Uplift 2=-498 (LC 13), 6=-504 (LC 13)
Max Grav 2=2561 (LC 18), 6=2591 (LC 19)
17 17FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-28=-6305/1289, 3-28=-6283/1288, 3-29=-4562/958, 4-29=-4348/944, 4-30=-4348/944, 5-30=-4562/958,
5-31=-6277/1286, 6-31=-6300/1288
BOT CHORD 2-10=-1095/5673, 9-10=-1124/5813, 8-9=-1123/5808, 6-8=-1094/5668
WEBS 4-9=-630/3130, 5-9=-1861/397, 5-8=-350/94, 3-9=-1866/398, 3-10=-349/93
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=0.0psf; BCDL=0.0psf; h=24ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional)
and C-C Exterior(2E) -1-7-4 to 1-4-10, Interior (1) 1-4-10 to 10-6-0, Exterior(2R) 10-6-0 to 16-6-0, Interior (1) 16-6-0 to 25-7-4, Exterior(2E) 25-7-4 to 28-7-4 zone; cantilever left
and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
4)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=40.0 psf (Lum DOL=1.00 Plate DOL=1.00); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.10
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 40.0 psf on overhangs non-concurrent with other live loads.
7)All plates are 2x4 MT20 unless otherwise indicated.
8)Gable studs spaced at 2-0-0 oc.
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.
10)Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 498 lb uplift at joint 2 and 504 lb uplift at joint 6.
12)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
13)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=1.00, Plate Increase=1.00
Job Truss Truss Type Qty Ply
R14GE 1 13364006Scissor Structural Gable Job Reference (optional)
Builders First Source, Grand Junction, EWP Specialist Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Thu Aug 31 14:14:06 Page: 1
ID:p0GC5cRQ1ktxEdhtHoo2huylWN1-ThoE1cJqrQMiHDddUt82ZPjvNVGXEgix1sz1l1yiI1l
Continued on page 2
Uniform Loads (lb/ft)
Vert: 1-2=-100, 2-4=-130, 4-32=-130 (F=-30), 7-32=-100, 2-9=-50 (F=-30), 6-9=-50
Job Truss Truss Type Qty Ply
R14GE 1 13364006Scissor Structural Gable Job Reference (optional)
Builders First Source, Grand Junction, EWP Specialist Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Thu Aug 31 14:14:06 Page: 2
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