16023 Swingley Ridge RdChesterfield, MO 63017314-434-1200
MiTek USA, Inc.
Re:
The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervisionbased on the parameters provided by ProBuild (CarterLee Bldg Components).
May 11,2020Liu, Xuegang
Pages or sheets covered by this seal: I41268961 thru I41268992
My license renewal date for the state of Indiana is July 31, 2020.
B20001301FISCHER BRS-427
IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2.
16023 Swingley Ridge RdChesterfield, MO 63017
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
B20001301
Truss
GE01
Truss Type
Common Supported Gable
Qty
1
Ply
1
FISCHER BRS-427
Job Reference (optional)
I41268961
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:12 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-4wXV9e7jg2mDK682frgl7aD2e5ynfgCG6aJ1wvzHY3n
Scale = 1:69.6
1 2
3
4
5
6
7
89
10
11
12
13
14
15 16 17
18
19
20
21
22
2324
25
26
27
28
29
30
57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31
58
3x6
5x6
5x6
5x6
5x6
5x6
3x6
40-0-040-0-0
-1-0-01-0-0
20-0-020-0-0
40-0-020-0-0
0-6-
0
10-6
-0
0-6-
0
6.00 12
Plate Offsets (X,Y)-- [8:0-3-0,0-3-0], [24:0-3-0,0-3-0], [38:0-3-0,0-3-0], [50:0-3-0,0-3-0]
LOADING (psf)TCLLTCDLBCLLBCDL
20.07.00.0 *
10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2018/TPI2014
CSI.TCBCWBMatrix-SH
0.060.050.10
DEFL.Vert(LL)Vert(CT)Horz(CT)
in-0.000.000.01
(loc)11
30
l/defln/rn/rn/a
L/d180120n/a
PLATESMT20
Weight: 250 lb FT = 20%
GRIP169/123
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2OTHERS 2x4 SPF-S Stud *Except*
16-44,15-45,14-46,17-43,18-42: 2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 16-44, 15-45, 14-46, 13-47, 17-43, 18-42,
19-41
REACTIONS. All bearings 40-0-0.(lb) - Max Horz 2=134(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31, 2
Max Grav All reactions 250 lb or less at joint(s) 30, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31, 2
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (11-12)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 3-0-0, Exterior(2N) 3-0-0 to 16-0-0, Corner(3R) 16-0-0 to 24-0-0,Exterior(2N) 24-0-0 to 36-0-0, Corner(3E) 36-0-0 to 40-0-0 zone; cantilever left and right exposed ; end vertical left and rightexposed;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 IndustryGable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 2x4 MT20 unless otherwise indicated.5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc.7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 45, 46, 47, 48, 49,
50, 51, 52, 53, 54, 55, 56, 57, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31, 2.10) 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 1.11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using
proprietary methods (e.g. Stabilizer, etc.).
May 11,2020
16023 Swingley Ridge RdChesterfield, MO 63017
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
B20001301
Truss
GE02
Truss Type
Common Structural Gable
Qty
1
Ply
1
FISCHER BRS-427
Job Reference (optional)
I41268962
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:16 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-yhm0?0AEkHGfpkRpuhlhIQOdciBobKHr1CHF3gzHY3j
Scale = 1:75.7
12
3
4
56
7
8
9
10
1112
26 2524
22 21
20
19
18 17 16 15 14 13
27
28
57
58 59
60
61
23
3x6
3x6
4x6
3x8
5x6
4x6
3x4
3x6
4x6 3x6 4x6
3x6
3x6
4x6
5x12
5x6
6-7-6
10-10-0
10-1-710-1-7
20-0-09-10-9
26-2-86-2-8
29-10-93-8-1
40-0-010-1-7
-1-0-01-0-0
6-9-146-9-14
13-4-156-7-1
20-0-06-7-1
26-7-16-7-1
33-2-26-7-1
40-0-06-9-14
41-0-01-0-0
0-6-
0
10-6
-0
0-6-
0
6.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-0-9], [8:0-6-0,0-3-7], [9:0-3-0,0-3-0], [11:0-0-0,0-0-13], [41:0-1-9,0-1-0], [44:0-1-9,0-1-0], [51:0-1-9,0-1-0], [53:0-1-9,0-1-0]
LOADING (psf)TCLLTCDLBCLLBCDL
20.07.00.0 *
10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2018/TPI2014
CSI.TCBCWBMatrix-SH
0.510.620.74
DEFL.Vert(LL)Vert(CT)Horz(CT)
in-0.27-0.420.04
(loc)24-2624-26
19
l/defl>999>737
n/a
L/d240180n/a
PLATESMT20
Weight: 220 lb FT = 20%
GRIP169/123
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF 2100F 1.8EWEBS 2x3 SPF No.2OTHERS 2x4 SPF-S StudWEDGELeft: 2x4 SP No.3, Right: 2x4 SP No.3
BRACING-TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.WEBS 1 Row at midpt 8-19, 5-24JOINTS 1 Brace at Jt(s): 27, 28
REACTIONS. All bearings 14-1-0 except (jt=length) 2=0-3-8, 23=0-3-8.(lb) - Max Horz 2=130(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 11, 2, 20, 14, 13 except 19=-190(LC 11)
Max Grav All reactions 250 lb or less at joint(s) 11, 21, 20, 18, 17, 16, 15, 14, 13, 23 except 19=1425(LC 2), 2=1160(LC 2)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-1850/156, 3-5=-1651/133, 5-6=-821/158, 6-7=-632/121, 7-8=-642/118,
8-10=-42/564, 10-11=-68/387BOT CHORD 2-26=-197/1629, 24-26=-79/1141, 23-24=-12/392, 21-23=-12/392, 18-19=-321/61,
17-18=-321/61, 16-17=-321/61, 15-16=-321/61, 14-15=-321/61, 13-14=-321/61, 11-13=-321/61
WEBS 24-27=0/307, 7-27=0/306, 24-28=0/585, 8-28=0/581, 8-19=-1323/133, 10-19=-349/173, 5-24=-499/108, 5-26=0/698, 3-26=-332/171, 6-27=-293/96, 27-28=-294/96, 21-28=-287/97
NOTES- (10-11)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 16-0-0, Exterior(2R) 16-0-0 to 24-0-0,Interior(1) 24-0-0 to 37-0-0, Exterior(2E) 37-0-0 to 41-0-0 zone; cantilever left and right exposed ; end vertical left and rightexposed;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 IndustryGable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 2x4 MT20 unless otherwise indicated.5) Gable studs spaced at 1-4-0 oc.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 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 2, 20, 14, 13
except (jt=lb) 19=190.9) 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.Continued on page 2May 11,2020
16023 Swingley Ridge RdChesterfield, MO 63017
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
B20001301
Truss
GE02
Truss Type
Common Structural Gable
Qty
1
Ply
1
FISCHER BRS-427
Job Reference (optional)
I41268962
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:16 2020 Page 2 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-yhm0?0AEkHGfpkRpuhlhIQOdciBobKHr1CHF3gzHY3j
10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
16023 Swingley Ridge RdChesterfield, MO 63017
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
B20001301
Truss
GE03
Truss Type
Common Supported Gable
Qty
1
Ply
1
FISCHER BRS-427
Job Reference (optional)
I41268963
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:19 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-MGS8d1C61CfEgBAOZpIOv20FyvLooqvIjAWvg?zHY3g
Scale = 1:56.5
12
3
4
5
6
78
9
10
11
12
13
14
15
16
17
18
19
20
2122
42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23
43
3x6
4x6
2x4
2x4 3x6
2x4 2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
3x4
26-2-826-2-8
-1-0-01-0-0
14-1-014-1-0
26-2-812-1-8
0-6-
0
7-6-
8
1-5-
12
6.00 12
LOADING (psf)TCLLTCDLBCLLBCDL
20.07.00.0 *
10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2018/TPI2014
CSI.TCBCWBMatrix-SH
0.050.030.17
DEFL.Vert(LL)Vert(CT)Horz(CT)
in-0.000.000.00
(loc)11
23
l/defln/rn/rn/a
L/d180120n/a
PLATESMT20
Weight: 136 lb FT = 20%
GRIP169/123
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x4 SPF-S StudOTHERS 2x4 SPF-S 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.
REACTIONS. All bearings 26-2-8.(lb) - Max Horz 2=100(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 34, 35, 36, 37, 38, 39, 40, 41, 42, 31, 30, 29, 28, 27, 26, 25, 24, 2
Max Grav All reactions 250 lb or less at joint(s) 23, 32, 34, 35, 36, 37, 38, 39, 40, 41, 42, 31, 30, 29, 28, 27, 26, 25, 24, 2
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (10-11)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 2-1-0, Exterior(2N) 2-1-0 to 11-1-0, Corner(3R) 11-1-0 to 17-1-0,Exterior(2N) 17-1-0 to 23-0-12, Corner(3E) 23-0-12 to 26-0-12 zone; cantilever left and right exposed ; end vertical left and rightexposed;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 IndustryGable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc.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 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 34, 35, 36, 37, 38,
39, 40, 41, 42, 31, 30, 29, 28, 27, 26, 25, 24, 2.9) 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 1.10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using
proprietary methods (e.g. Stabilizer, etc.).
May 11,2020
16023 Swingley Ridge RdChesterfield, MO 63017
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
B20001301
Truss
GE04
Truss Type
Common Supported Gable
Qty
1
Ply
1
FISCHER BRS-427
Job Reference (optional)
I41268964
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:21 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-Jfav2jEMZpvyvVKmgEKs?T5awj1wGj6aBT?0ltzHY3e
Scale = 1:53.7
1
23
4
5
6
7
8
9
10
11
12
13
14
15
16
1718
19
37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20
3x6
4x6
3x6
3x6 2x4 2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
20-0-020-0-0
-1-0-01-0-0
10-0-010-0-0
20-0-010-0-0
21-0-01-0-0
0-9-
0
8-3-
0
0-9-
0
9.00 12
Plate Offsets (X,Y)-- [2:0-0-15,0-1-4], [18:0-0-15,0-1-4], [20:0-0-0,0-1-4], [37:0-0-0,0-1-4]
LOADING (psf)TCLLTCDLBCLLBCDL
20.07.00.0 *
10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2018/TPI2014
CSI.TCBCWBMatrix-R
0.090.050.25
DEFL.Vert(LL)Vert(CT)Horz(CT)
in-0.00-0.000.00
(loc)191920
l/defln/rn/rn/a
L/d180120n/a
PLATESMT20
Weight: 113 lb FT = 20%
GRIP169/123
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF No.2OTHERS 2x4 SPF-S 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.
REACTIONS. All bearings 20-0-0.(lb) - Max Horz 37=165(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) 20, 29, 30, 31, 32, 34, 35, 27, 26, 25, 24, 23, 22, 21 except 37=-112(LC 6), 36=-115(LC 10)
Max Grav All reactions 250 lb or less at joint(s) 37, 20, 28, 29, 30, 31, 32, 34, 35, 36, 27, 26, 25, 24, 23, 22, 21
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (11-12)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 7-0-0, Corner(3R) 7-0-0 to 13-0-0,Exterior(2N) 13-0-0 to 18-0-0, Corner(3E) 18-0-0 to 21-0-0 zone; cantilever left and right exposed ; end vertical left and rightexposed;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 IndustryGable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).6) Gable studs spaced at 1-4-0 oc.7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 29, 30, 31, 32,
34, 35, 27, 26, 25, 24, 23, 22, 21 except (jt=lb) 37=112, 36=115.10) 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 1.11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using
proprietary methods (e.g. Stabilizer, etc.).
May 11,2020
16023 Swingley Ridge RdChesterfield, MO 63017
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
B20001301
Truss
GE05
Truss Type
Common Supported Gable
Qty
1
Ply
1
FISCHER BRS-427
Job Reference (optional)
I41268965
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:25 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-BQpPu5Htc2PNO6dYv4Po9JFGBKO3CYKA65zDuezHY3a
Scale = 1:79.6
1 2
34
56
78 9
1011
1213
1415
1617
18
19 20 21
2223
2425
2627
2829
3031
3233
3435
3637
38
73 72 71 70 69 68 67 66 65 64 6362
61 60 59 58 57 56 55 54 53 52 5150
49 48 47 46 45 44 43 42 41 40 39
74
3x6
5x6
3x6
4x6
3x6 4x6
3x6
46-0-046-0-0
-1-0-01-0-0
23-0-023-0-0
46-0-023-0-0
0-6-
0
12-0
-0
0-6-
0
6.00 12
LOADING (psf)TCLLTCDLBCLLBCDL
20.07.00.0 *
10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2018/TPI2014
CSI.TCBCWBMatrix-SH
0.070.040.11
DEFL.Vert(LL)Vert(CT)Horz(CT)
in-0.00-0.000.01
(loc)11
38
l/defln/rn/rn/a
L/d180120n/a
PLATESMT20
Weight: 322 lb FT = 20%
GRIP169/123
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2OTHERS 2x4 SPF-S Stud *Except*
20-56,19-57,18-58,17-59,16-60,15-61,21-55,22-54,23-53,24-52,25-51:2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 20-56, 19-57, 18-58, 17-59, 16-60, 15-61,
21-55, 22-54, 23-53, 24-52, 25-51
REACTIONS. All bearings 46-0-0.(lb) - Max Horz 2=153(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 2, 57, 58, 59, 60, 61, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 54, 53, 52, 51, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39
Max Grav All reactions 250 lb or less at joint(s) 2, 56, 57, 58, 59, 60, 61, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 55, 54, 53, 52, 51, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39, 38
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 18-19=-129/260, 19-20=-134/270, 20-21=-134/270, 21-22=-129/260
NOTES- (11-12)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 3-7-3, Exterior(2N) 3-7-3 to 18-4-13, Corner(3R) 18-4-13 to 27-7-3, Exterior(2N) 27-7-3 to 41-4-13, Corner(3E) 41-4-13 to 46-0-0 zone; cantilever left and right exposed ; end vertical left and rightexposed;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 IndustryGable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 2x4 MT20 unless otherwise indicated.5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc.7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 57, 58, 59, 60,
61, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 54, 53, 52, 51, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39.10) 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 1.11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using
proprietary methods (e.g. Stabilizer, etc.).
May 11,2020
16023 Swingley Ridge RdChesterfield, MO 63017
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
B20001301
Truss
GE06
Truss Type
Monopitch Supported Gable
Qty
1
Ply
1
FISCHER BRS-427
Job Reference (optional)
I41268966
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:27 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-7oxAJmI78ff5dQnw1VRGEkLaX84kgSRTZPSKyXzHY3Y
Scale = 1:22.0
1
2
3
4
5
9 8 7 62x4
2x4
2x4 2x4
2x4
2x4
2x4
2x4
2x4
5-11-85-11-8
0-6-
0
3-5-
12
6.00 12
LOADING (psf)TCLLTCDLBCLLBCDL
20.07.00.0 *
10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2018/TPI2014
CSI.TCBCWBMatrix-P
0.140.020.07
DEFL.Vert(LL)Vert(CT)Horz(CT)
inn/an/a
0.00
(loc) - - 6
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 22 lb FT = 20%
GRIP169/123
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x4 SPF-S StudOTHERS 2x4 SPF-S Stud
BRACING-TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins,
except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 5-11-8.(lb) - Max Horz 1=91(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 6, 7, 8, 9Max Grav All reactions 250 lb or less at joint(s) 1, 6, 7, 8, 9
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (9-10)1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and rightexposed;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 IndustryGable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc.5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 7, 8, 9.8) 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 1.9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using
proprietary methods (e.g. Stabilizer, etc.).
May 11,2020
16023 Swingley Ridge RdChesterfield, MO 63017
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
B20001301
Truss
GE07
Truss Type
Valley
Qty
1
Ply
1
FISCHER BRS-427
Job Reference (optional)
I41268967
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:29 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-4B3wjSKNgGvptkxJ8wTkJ9Qxsxmz8MNm0jxR1QzHY3W
Scale: 3/16"=1'
1
23
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
1920
21
38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22
39 40
3x6
4x6
3x6
3x4
2x4
2x4
2x4
5x6
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
3x4
26-5-326-5-3
13-2-1013-2-10
26-5-313-2-10
9-10
-15
9.00 12
Plate Offsets (X,Y)-- [32:0-3-0,0-3-0]
LOADING (psf)TCLLTCDLBCLLBCDL
20.07.00.0 *
10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2018/TPI2014
CSI.TCBCWBMatrix-SH
0.090.040.10
DEFL.Vert(LL)Vert(CT)Horz(CT)
inn/an/a
0.01
(loc) - - 21
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 155 lb FT = 20%
GRIP169/123
LUMBER-TOP CHORD 2x4 SPF No.2 *Except*
1-3,19-21: 2x4 SPF-S StudBOT CHORD 2x4 SPF No.2OTHERS 2x4 SPF-S Stud *Except*
11-30,10-31,12-29: 2x4 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 11-30, 10-31, 12-29
REACTIONS. All bearings 26-5-3.(lb) - Max Horz 1=-176(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) 1, 31, 32, 33, 34, 35, 36, 37, 38, 29, 28, 27, 26, 25, 24, 23, 22, 21
Max Grav All reactions 250 lb or less at joint(s) 1, 30, 31, 32, 33, 34, 35, 36, 37, 38, 29, 28, 27, 26, 25, 24, 23, 22, 21
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (10-11)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Corner(3E) 0-5-4 to 3-5-4, Exterior(2N) 3-5-4 to 10-2-10, Corner(3R) 10-2-10 to16-2-10, Exterior(2N) 16-2-10 to 22-11-15, Corner(3E) 22-11-15 to 25-11-15 zone; cantilever left and right exposed ; end vertical leftand 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 IndustryGable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc.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 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 31, 32, 33, 34,
35, 36, 37, 38, 29, 28, 27, 26, 25, 24, 23, 22, 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 1.10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using
proprietary methods (e.g. Stabilizer, etc.).
May 11,2020
16023 Swingley Ridge RdChesterfield, MO 63017
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
B20001301
Truss
GE08
Truss Type
Common Structural Gable
Qty
1
Ply
1
FISCHER BRS-427
Job Reference (optional)
I41268968
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:30 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-YNdIxoL0Ra1gVtWVid?zsNz1iL4ttqNvFNh_ZszHY3V
Scale = 1:21.3
1
2
3
4
5
8
7 6
1718
4x6
3x4 3x4
2x4
3x6 3x6
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
3-11-23-11-2
7-11-124-0-10
-1-1-81-1-8
3-11-23-11-2
7-11-124-0-10
8-11-121-0-0
1-6-
2
3-1-
12
1-5-
8
5.00 12
LOADING (psf)TCLLTCDLBCLLBCDL
20.07.00.0 *
10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2018/TPI2014
CSI.TCBCWBMatrix-R
0.400.190.06
DEFL.Vert(LL)Vert(CT)Horz(CT)
in-0.03-0.060.00
(loc)776
l/defl>999>999
n/a
L/d240180n/a
PLATESMT20
Weight: 33 lb FT = 20%
GRIP169/123
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x4 SPF-S StudOTHERS 2x4 SPF-S 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.
REACTIONS. (size) 8=0-1-8, 6=0-1-8Max Horz 8=-30(LC 8)Max Uplift 8=-38(LC 10), 6=-36(LC 11)Max Grav 8=354(LC 1), 6=345(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-8=-279/184, 4-6=-272/179
NOTES- (10-11)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-1-8 to 1-10-8, Exterior(2R) 1-10-8 to 5-11-12, Exterior(2E) 5-11-12 to8-11-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS forreactions 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 IndustryGable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Gable studs spaced at 1-4-0 oc.5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8, 6.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 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 1.10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using
proprietary methods (e.g. Stabilizer, etc.).
May 11,2020
16023 Swingley Ridge RdChesterfield, MO 63017
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
B20001301
Truss
GE09
Truss Type
Monopitch Supported Gable
Qty
2
Ply
1
FISCHER BRS-427
Job Reference (optional)
I41268969
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:32 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-Umk3MUMGzBHOkBguq21Rxo2Rj9l_LkjCjhA5ekzHY3T
Scale = 1:11.0
1
2
3
4
2x4
2x4 2x4
-1-0-01-0-0
3-11-83-11-8
0-4-
0
1-7-
13
4.00 12
LOADING (psf)TCLLTCDLBCLLBCDL
20.07.00.0 *
10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2018/TPI2014
CSI.TCBCWBMatrix-P
0.180.150.00
DEFL.Vert(LL)Vert(CT)Horz(CT)
in-0.000.000.00
(loc)114
l/defln/rn/rn/a
L/d180120n/a
PLATESMT20
Weight: 12 lb FT = 20%
GRIP169/123
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x4 SPF-S Stud
BRACING-TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins,
except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 4=3-11-8, 2=3-11-8Max Horz 2=45(LC 9)Max Uplift 4=-17(LC 10), 2=-47(LC 6)Max Grav 4=134(LC 1), 2=202(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (9-10)1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and rightexposed;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 IndustryGable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc.5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 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 1.9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using
proprietary methods (e.g. Stabilizer, etc.).
May 11,2020
16023 Swingley Ridge RdChesterfield, MO 63017
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
B20001301
Truss
J01
Truss Type
Jack-Closed
Qty
2
Ply
1
FISCHER BRS-427
Job Reference (optional)
I41268970
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:33 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-yyIRZqNukVQFMLF4NlYgU?bYZY1K43OMxLveABzHY3S
Scale = 1:58.0
1
2
3
4
5
98
7 6
10
11
3x6
3x6
3x8 3x6
3x6
3x6
2x4 3x4
3x4
6-8-36-8-3
14-1-127-5-9
19-9-85-7-12
6-8-36-8-3
13-1-106-5-6
19-9-86-7-14
0-6-
0
10-4
-12
6.00 12
Plate Offsets (X,Y)-- [1:0-0-0,0-0-9]
LOADING (psf)TCLLTCDLBCLLBCDL
20.07.00.0 *
10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2018/TPI2014
CSI.TCBCWBMatrix-SH
0.430.390.55
DEFL.Vert(LL)Vert(CT)Horz(CT)
in-0.05-0.110.01
(loc)1-91-9
7
l/defl>999>999
n/a
L/d240180n/a
PLATESMT20
Weight: 81 lb FT = 20%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF No.2 *Except*
5-6: 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.WEBS 1 Row at midpt 5-6, 2-7
REACTIONS. (size) 6=Mechanical, 1=Mechanical, 7=0-3-8Max Horz 1=293(LC 7)Max Uplift 6=-79(LC 7), 1=-17(LC 10), 7=-94(LC 10)Max Grav 6=102(LC 1), 1=483(LC 1), 7=864(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-683/43BOT CHORD 1-9=-109/536, 7-9=-109/536WEBS 2-9=0/309, 2-7=-597/119, 4-7=-477/119
NOTES- (7-8)1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-12 to 3-0-12, Interior(1) 3-0-12 to 15-4-13, Exterior(2R) 15-4-13 to19-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.4) Refer to girder(s) for truss to truss connections.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 1, 7.6) 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 1.7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using
proprietary methods (e.g. Stabilizer, etc.).
May 11,2020
16023 Swingley Ridge RdChesterfield, MO 63017
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
B20001301
Truss
M01
Truss Type
Monopitch
Qty
5
Ply
1
FISCHER BRS-427
Job Reference (optional)
I41268971
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:34 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-Q9spnAOWVpY5zVqGxT3v0D7nbyRepeDVA?fCidzHY3R
Scale = 1:11.0
1
2
3
4
2x4
2x4
2x4
3-11-83-11-8
-1-0-01-0-0
3-11-83-11-8
0-4-
0
1-7-
13
4.00 12
LOADING (psf)TCLLTCDLBCLLBCDL
20.07.00.0 *
10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2018/TPI2014
CSI.TCBCWBMatrix-P
0.150.130.00
DEFL.Vert(LL)Vert(CT)Horz(CT)
in-0.01-0.020.00
(loc)2-42-4
4
l/defl>999>999
n/a
L/d240180n/a
PLATESMT20
Weight: 12 lb FT = 20%
GRIP169/123
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x4 SPF-S Stud
BRACING-TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins,
except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 4=0-1-8, 2=0-3-8Max Horz 2=45(LC 7)Max Uplift 4=-15(LC 10), 2=-52(LC 6)Max Grav 4=126(LC 1), 2=207(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (7-8)1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2.6) 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 1.7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using
proprietary methods (e.g. Stabilizer, etc.).
May 11,2020
16023 Swingley Ridge RdChesterfield, MO 63017
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
B20001301
Truss
T01
Truss Type
Common
Qty
12
Ply
1
FISCHER BRS-427
Job Reference (optional)
I41268972
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:37 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-rkYyPBQPokwgqyYrcbdcerl8sAKa0slxsztsJyzHY3O
Scale = 1:72.6
12
3
4
5
6
7
8
9
10
15 1413
12 11
16
17 18
19
20 21
3x6
5x6
3x6
4x8 3x6
5x8
3x6
4x6
2x4
3x6
4x6
2x4
4x8 3x6
10-1-710-1-7
20-0-09-10-9
29-10-99-10-9
40-0-010-1-7
-1-0-01-0-0
6-9-146-9-14
13-4-156-7-1
20-0-06-7-1
26-7-16-7-1
33-2-26-7-1
40-0-06-9-14
0-6-
0
10-6
-0
0-6-
0
6.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-0-9], [10:Edge,0-0-9]
LOADING (psf)TCLLTCDLBCLLBCDL
20.07.00.0 *
10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2018/TPI2014
CSI.TCBCWBMatrix-SH
0.790.690.59
DEFL.Vert(LL)Vert(CT)Horz(CT)
in-0.32-0.530.12
(loc)13-1513-15
10
l/defl>999>897
n/a
L/d240180n/a
PLATESMT20
Weight: 143 lb FT = 20%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF 2100F 1.8EWEBS 2x3 SPF No.2WEDGELeft: 2x4 SP No.3, Right: 2x4 SP No.3
BRACING-TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 7-13, 5-13
REACTIONS. (size) 2=0-3-8, 10=0-3-8Max Horz 2=134(LC 10)Max Uplift 2=-106(LC 10), 10=-87(LC 11)Max Grav 2=1684(LC 2), 10=1632(LC 2)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-2940/200, 3-5=-2756/194, 5-6=-1923/222, 6-7=-1923/222, 7-9=-2761/201,
9-10=-2945/209BOT CHORD 2-15=-220/2553, 13-15=-109/2132, 11-13=-59/2133, 10-11=-123/2559WEBS 6-13=-52/1388, 7-13=-700/184, 7-11=0/645, 9-11=-293/164, 5-13=-697/183, 5-15=0/641,
3-15=-289/162
NOTES- (7-8)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 16-0-0, Exterior(2R) 16-0-0 to 24-0-0,Interior(1) 24-0-0 to 35-10-4, Exterior(2E) 35-10-4 to 39-10-4 zone; cantilever left and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb)
2=106.6) 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 1.7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using
proprietary methods (e.g. Stabilizer, etc.).
May 11,2020
16023 Swingley Ridge RdChesterfield, MO 63017
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
B20001301
Truss
T02
Truss Type
Common
Qty
7
Ply
1
FISCHER BRS-427
Job Reference (optional)
I41268973
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:39 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-n6fiqtSfJLAO4GiEk0f4jGrVCzxbUgyEKHMzNqzHY3M
Scale = 1:84.4
1 2
3
4
5
6
7
89
10
16 1514
1312 11
17
18 19
20
21 22 23
3x6
5x6
3x6
4x8
3x16 MT18HS4x6
2x4
3x6
4x10
4x6
4x6
3x6
2x4
4x6
3x6
11-7-711-7-7
23-0-011-4-9
31-10-48-10-4
38-9-116-11-7
46-0-07-2-5
-1-0-01-0-0
7-9-147-9-14
15-4-157-7-1
23-0-07-7-1
31-10-48-10-4
38-9-116-11-7
46-0-07-2-5
0-6-
0
12-0
-0
0-6-
0
6.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-0-5], [12:0-2-8,0-2-0]
LOADING (psf)TCLLTCDLBCLLBCDL
20.07.00.0 *
10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2018/TPI2014
CSI.TCBCWBMatrix-SH
0.740.980.99
DEFL.Vert(LL)Vert(CT)Horz(CT)
in-0.53-0.780.04
(loc)14-1614-16
10
l/defl>716>486
n/a
L/d240180n/a
PLATESMT20MT18HS
Weight: 177 lb FT = 20%
GRIP197/144197/144
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF 2100F 1.8E *Except*
13-15: 2x4 SPF No.2WEBS 2x3 SPF No.2 *Except*
5-14,6-14,7-14: 2x4 SPF No.2WEDGELeft: 2x4 SP No.3
BRACING-TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins.BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.WEBS 1 Row at midpt 5-14, 6-14, 7-12
REACTIONS. (size) 2=0-3-8, 12=0-3-8, 10=MechanicalMax Horz 2=153(LC 10)Max Uplift 2=-103(LC 10), 12=-70(LC 11), 10=-53(LC 11)Max Grav 2=1219(LC 2), 12=2339(LC 2), 10=353(LC 24)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-1917/171, 3-5=-1689/146, 5-6=-653/170, 6-7=-668/165, 7-9=-7/640,
9-10=-375/183BOT CHORD 2-16=-224/1694, 14-16=-95/1135, 12-14=-506/104, 11-12=-137/257, 10-11=-137/257WEBS 3-16=-374/190, 5-16=0/805, 5-14=-846/208, 6-14=-7/266, 7-14=-44/1322,
7-12=-1722/191, 9-12=-641/121, 9-11=0/298
NOTES- (9-10)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-7-3, Interior(1) 3-7-3 to 18-4-13, Exterior(2R) 18-4-13 to 27-7-3,Interior(1) 27-7-3 to 41-4-1, Exterior(2E) 41-4-1 to 45-11-4 zone; cantilever left and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.6) Refer to girder(s) for truss to truss connections.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 10 except
(jt=lb) 2=103.8) 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 1.9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using
proprietary methods (e.g. Stabilizer, etc.).
May 11,2020
16023 Swingley Ridge RdChesterfield, MO 63017
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
B20001301
Truss
T03
Truss Type
Common
Qty
1
Ply
1
FISCHER BRS-427
Job Reference (optional)
I41268974
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:40 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-FID41DSH4fIFhQHQIkAJGUNkWNNvDEuNYx6WwHzHY3L
Scale = 1:49.0
12
34
5
6
7
11 10 98
12
13 14
15
16 17
3x6
4x6
2x4
4x6 3x16 MT18HS4x6
2x4
3x4
4x6
3x6
8-9-148-9-14
19-4-110-6-3
26-2-86-10-7
-1-0-01-0-0
7-1-157-1-15
14-1-06-11-1
21-0-16-11-1
26-2-85-2-7
0-6-
0
7-6-
8
1-5-
12
6.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-1-1], [6:0-2-8,0-2-0]
LOADING (psf)TCLLTCDLBCLLBCDL
20.07.00.0 *
10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2018/TPI2014
CSI.TCBCWBMatrix-SH
0.510.590.56
DEFL.Vert(LL)Vert(CT)Horz(CT)
in-0.38-0.590.04
(loc)9-119-11
8
l/defl>820>529
n/a
L/d240180n/a
PLATESMT20MT18HS
Weight: 91 lb FT = 20%
GRIP197/144197/144
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF 2100F 1.8EWEBS 2x3 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 3-10-10 oc purlins,
except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 6-8
REACTIONS. (size) 2=0-3-8, 8=0-3-8Max Horz 2=100(LC 10)Max Uplift 2=-80(LC 10), 8=-50(LC 11)Max Grav 2=1111(LC 2), 8=1064(LC 2)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-1792/154, 3-5=-1674/187, 5-6=-1445/177BOT CHORD 2-11=-126/1538, 9-11=-9/948, 8-9=-60/1232WEBS 3-11=-348/187, 5-11=-65/830, 5-9=-44/522, 6-8=-1457/89
NOTES- (8-9)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-1-0, Exterior(2R) 11-1-0 to 17-1-0,Interior(1) 17-1-0 to 23-1-4, Exterior(2E) 23-1-4 to 26-1-4 zone; cantilever left and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8.7) 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 1.8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using
proprietary methods (e.g. Stabilizer, etc.).
May 11,2020
16023 Swingley Ridge RdChesterfield, MO 63017
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
B20001301
Truss
T04
Truss Type
Common
Qty
2
Ply
1
FISCHER BRS-427
Job Reference (optional)
I41268975
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:42 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-BhLrSvUXcGYzxkRpP8CnLvT4NB0ShDng0Fbd_9zHY3J
Scale = 1:48.6
1
2
3
4
5
6
7
1110
9 8
12 13
4x6
8x8 3x8 3x8
2x4 2x4
8x8
10-0-010-0-0
20-0-010-0-0
-1-0-01-0-0
5-1-45-1-4
10-0-04-10-12
14-10-124-10-12
20-0-05-1-4
21-0-01-0-0
0-9-
0
8-3-
0
0-9-
0
9.00 12
Plate Offsets (X,Y)-- [2:0-1-12,0-1-5], [6:0-1-12,0-1-5], [8:0-1-12,0-0-0], [8:Edge,0-2-8], [11:0-1-12,0-0-0], [11:0-0-0,0-2-8]
LOADING (psf)TCLLTCDLBCLLBCDL
20.07.00.0 *
10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2018/TPI2014
CSI.TCBCWBMatrix-SH
0.420.780.22
DEFL.Vert(LL)Vert(CT)Horz(CT)
in-0.18-0.370.02
(loc)9-119-11
8
l/defl>999>644
n/a
L/d240180n/a
PLATESMT20
Weight: 72 lb FT = 20%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF No.2 *Except*
2-11,6-8: 2x4 SPF 2100F 1.8E
BRACING-TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins,
except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 11=0-3-8, 8=0-3-8Max Horz 11=-166(LC 8)Max Uplift 11=-51(LC 10), 8=-51(LC 11)Max Grav 11=791(LC 1), 8=791(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-881/95, 3-4=-680/94, 4-5=-680/94, 5-6=-881/95, 2-11=-696/117, 6-8=-696/117BOT CHORD 9-11=-76/647, 8-9=-1/625WEBS 4-9=-12/500
NOTES- (8-9)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-0-0, Exterior(2R) 7-0-0 to 13-0-0,Interior(1) 13-0-0 to 18-0-0, Exterior(2E) 18-0-0 to 21-0-0 zone; cantilever left and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) The Fabrication Tolerance at joint 2 = 16%, joint 6 = 16%4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8.7) 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 1.8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using
proprietary methods (e.g. Stabilizer, etc.).
May 11,2020
16023 Swingley Ridge RdChesterfield, MO 63017
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
B20001301
Truss
T06
Truss Type
Common
Qty
2
Ply
1
FISCHER BRS-427
Job Reference (optional)
I41268976
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:44 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-84TbtaVo8tohA1aBXZFFQKYQM_qd99AzTZ4k32zHY3H
Scale = 1:21.3
1
2
3
4
5
8
7 6
910
4x6
3x6 3x6
2x4
3x6 3x6
3-11-23-11-2
7-11-124-0-10
-1-1-81-1-8
3-11-23-11-2
7-11-124-0-10
8-11-121-0-0
1-6-
2
3-1-
12
1-5-
8
5.00 12
Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [4:0-3-0,0-1-4], [6:Edge,0-2-8]
LOADING (psf)TCLLTCDLBCLLBCDL
20.07.00.0 *
10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2018/TPI2014
CSI.TCBCWBMatrix-R
0.390.220.03
DEFL.Vert(LL)Vert(CT)Horz(CT)
in-0.04-0.080.00
(loc)776
l/defl>999>999
n/a
L/d240180n/a
PLATESMT20
Weight: 25 lb FT = 20%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 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 10-0-0 oc bracing.
REACTIONS. (size) 8=0-1-8, 6=0-1-8Max Horz 8=-30(LC 8)Max Uplift 8=-37(LC 10), 6=-36(LC 11)Max Grav 8=355(LC 1), 6=346(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-8=-275/182, 4-6=-268/176
NOTES- (8-9)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-1-8 to 1-10-8, Exterior(2R) 1-10-8 to 5-11-12, Exterior(2E) 5-11-12 to8-11-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8, 6.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6.7) 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 1.8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using
proprietary methods (e.g. Stabilizer, etc.).
THIS COMPONENT IS TO BE USED INCONJUNCTION WITH A RIGID DIAPHRAGM.THIS DIAPHRAGM MUST BE CAPABLE OFTRANSFERRING ROOF LOADS TO THE GROUNDWITH NEGLIGIBLE LATERAL DEFLECTIONS.
May 11,2020
16023 Swingley Ridge RdChesterfield, MO 63017
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
B20001301
Truss
TG01
Truss Type
Common Girder
Qty
1
Ply
2
FISCHER BRS-427
Job Reference (optional)
I41268977
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:47 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-Yf8kVcYgRoAF1VJmCioz2yAzTCsaMJpP9WIOgNzHY3E
Scale = 1:53.6
12
3
4
5
67
1412
11 8
15
13 109
16 17
184x8
5x8
4x8 4x6
4x8
6x8
12x12
2x4
4x6
3x8
4x6
8x16 12x12
2x4
4x8
5-1-45-1-4
10-0-04-10-12
14-10-124-10-12
20-0-05-1-4
5-1-45-1-4
10-0-04-10-12
14-10-124-10-12
20-0-05-1-4
0-9-
0
8-3-
0
0-9-
0
0-11
-8
9.00 12
Plate Offsets (X,Y)-- [1:0-8-0,0-0-11], [7:0-8-0,0-0-11], [9:0-6-0,0-2-12], [10:0-6-12,0-4-0], [13:0-6-0,0-2-12]
LOADING (psf)TCLLTCDLBCLLBCDL
20.07.00.0 *
10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15NO
IRC2018/TPI2014
CSI.TCBCWBMatrix-SH
0.270.200.87
DEFL.Vert(LL)Vert(CT)Horz(CT)
in-0.06-0.120.04
(loc)10-1310-13
7
l/defl>999>999
n/a
L/d240180n/a
PLATESMT20
Weight: 349 lb FT = 20%
GRIP197/144
LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x6 SP 2400F 2.0E *Except*
2-15,6-15: 2x8 SP 2400F 2.0EWEBS 2x3 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.JOINTS 1 Brace at Jt(s): 13, 10, 9
REACTIONS. (size) 1=0-3-8, 7=0-3-8Max Horz 1=142(LC 9)Max Uplift 1=-427(LC 10), 7=-428(LC 11)Max Grav 1=5377(LC 1), 7=5387(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-7326/594, 2-3=-6745/538, 3-4=-4567/419, 4-5=-4567/422, 5-6=-6751/537,
6-7=-7298/600BOT CHORD 1-14=-475/5127, 11-14=-475/5127, 8-11=-391/5084, 7-8=-391/5084, 10-13=-288/97,
9-10=-276/80, 6-9=0/284WEBS 3-13=-124/2191, 5-9=-128/2191, 4-10=-408/5078, 3-10=-2058/256, 5-10=-2073/254,
11-13=-67/533, 9-11=-73/575
NOTES- (9-10)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, 2x8 - 2 rows staggered at 0-9-0 oc.Webs connected as follows: 2x3 - 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 toply 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=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-0-0, Exterior(2R) 7-0-0 to 13-0-0,Interior(1) 13-0-0 to 16-10-4, Exterior(2E) 16-10-4 to 19-10-4 zone; cantilever left and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
1=427, 7=428.8) 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 1.9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using
proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) StandardContinued on page 2
May 11,2020
16023 Swingley Ridge RdChesterfield, MO 63017
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
B20001301
Truss
TG01
Truss Type
Common Girder
Qty
1
Ply
2
FISCHER BRS-427
Job Reference (optional)
I41268977
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:47 2020 Page 2 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-Yf8kVcYgRoAF1VJmCioz2yAzTCsaMJpP9WIOgNzHY3E
LOAD CASE(S) Standard1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)Vert: 1-4=-54, 4-7=-54, 1-7=-20, 2-6=-520(F=-500)
16023 Swingley Ridge RdChesterfield, MO 63017
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
B20001301
Truss
V01
Truss Type
Valley
Qty
1
Ply
1
FISCHER BRS-427
Job Reference (optional)
I41268978
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:50 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-yEqs7eaYkjZquy2LtqMggboWhPt5ZrNsrUX2GizHY3B
Scale = 1:55.6
1
2
3
4
5
6
7
13 12 11 10 9 8
14 15
16 173x4
4x6
3x4
4x6 2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
0-0-50-0-5
23-9-323-8-14
11-10-1011-10-10
23-9-311-10-10
0-0-
4
8-10
-15
0-0-
4
9.00 12
Plate Offsets (X,Y)-- [11:0-1-4,0-0-0], [12:0-3-0,0-1-4], [12:0-0-0,0-1-12]
LOADING (psf)TCLLTCDLBCLLBCDL
20.07.00.0 *
10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2018/TPI2014
CSI.TCBCWBMatrix-SH
0.150.220.18
DEFL.Vert(LL)Vert(CT)Horz(CT)
inn/an/a
0.01
(loc) - - 7
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 78 lb FT = 20%
GRIP169/123
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2 *Except*
1-12: 2x4 SPF-S StudOTHERS 2x3 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 4-10
REACTIONS. All bearings 23-8-8.(lb) - Max Horz 1=-158(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 1, 13, 8 except 11=-107(LC 10), 9=-107(LC 11)Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=355(LC 20), 11=433(LC 17), 13=382(LC 17),
9=436(LC 18), 8=382(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (8-9)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 8-10-10, Exterior(2R) 8-10-10 to14-10-10, Interior(1) 14-10-10 to 20-3-15, Exterior(2E) 20-3-15 to 23-3-15 zone; cantilever left and right exposed ; end vertical leftand right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 13, 8 except
(jt=lb) 11=107, 9=107.7) 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 1.8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using
proprietary methods (e.g. Stabilizer, etc.).
May 11,2020
16023 Swingley Ridge RdChesterfield, MO 63017
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
B20001301
Truss
V02
Truss Type
Valley
Qty
1
Ply
1
FISCHER BRS-427
Job Reference (optional)
I41268979
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:52 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-vcydYJcpFLpY7GCk?FO8l0ts3Dai1ka8Jo09LazHY39
Scale: 1/4"=1'
1
2
3
4
5
6
7
13 12 11 10 9 8
14 15
3x4
4x6
3x4
3x6 2x4 2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
21-0-1421-0-14
21-1-30-0-5
10-6-1010-6-10
21-1-310-6-10
0-0-
4
7-10
-15
0-0-
4
9.00 12
LOADING (psf)TCLLTCDLBCLLBCDL
20.07.00.0 *
10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2018/TPI2014
CSI.TCBCWBMatrix-SH
0.150.140.20
DEFL.Vert(LL)Vert(CT)Horz(CT)
inn/an/a
0.00
(loc) - - 7
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 67 lb FT = 20%
GRIP169/123
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2 *Except*
1-12: 2x4 SPF-S StudOTHERS 2x3 SPF No.2
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.
REACTIONS. All bearings 21-0-8.(lb) - Max Horz 1=-139(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 13, 8 except 11=-111(LC 10), 9=-111(LC 11)Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=347(LC 20), 11=423(LC 17), 13=304(LC 17),
9=421(LC 18), 8=305(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (8-9)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 7-6-10, Exterior(2R) 7-6-10 to 13-6-10,Interior(1) 13-6-10 to 17-7-15, Exterior(2E) 17-7-15 to 20-7-15 zone; cantilever left and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 13, 8 except
(jt=lb) 11=111, 9=111.7) 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 1.8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using
proprietary methods (e.g. Stabilizer, etc.).
May 11,2020
16023 Swingley Ridge RdChesterfield, MO 63017
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
B20001301
Truss
V03
Truss Type
Valley
Qty
1
Ply
1
FISCHER BRS-427
Job Reference (optional)
I41268980
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:54 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-r?3Nz?d3ny3GNaL66gQcqRyBe0DDVf6Rm6VFPTzHY37
Scale = 1:41.6
1
2
3
4
5
9 8 7 6
1011
12 133x4
4x6
3x4
3x6 2x4 2x4
2x4
2x4
2x4
0-0-50-0-5
18-5-318-4-14
9-2-109-2-10
18-5-39-2-10
0-0-
4
6-10
-15
0-0-
4
9.00 12
LOADING (psf)TCLLTCDLBCLLBCDL
20.07.00.0 *
10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2018/TPI2014
CSI.TCBCWBMatrix-SH
0.210.330.13
DEFL.Vert(LL)Vert(CT)Horz(CT)
inn/an/a
0.00
(loc) - - 5
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 55 lb FT = 20%
GRIP169/123
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2 *Except*
5-7: 2x4 SPF-S StudOTHERS 2x3 SPF No.2
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.
REACTIONS. All bearings 18-4-8.(lb) - Max Horz 1=121(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-135(LC 10), 6=-135(LC 11)Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=311(LC 20), 9=506(LC 17), 6=506(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 2-9=-291/178, 4-6=-295/179
NOTES- (8-9)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 6-2-10, Exterior(2R) 6-2-10 to 12-2-10,Interior(1) 12-2-10 to 14-11-15, Exterior(2E) 14-11-15 to 17-11-15 zone; cantilever left and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb)
9=135, 6=135.7) 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 1.8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using
proprietary methods (e.g. Stabilizer, etc.).
May 11,2020
16023 Swingley Ridge RdChesterfield, MO 63017
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
B20001301
Truss
V04
Truss Type
Valley
Qty
1
Ply
1
FISCHER BRS-427
Job Reference (optional)
I41268981
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:55 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-JBdlBLehYGB7_jwJgNxrNeVNPQcbE7nb?mEpyvzHY36
Scale = 1:37.4
1
2
3
4
5
8 7 6
910
11 123x4
4x6
3x4
2x4 2x4
2x4
2x4
2x4
15-8-1415-8-14
15-9-30-0-5
7-10-107-10-10
15-9-37-10-10
0-0-
4
5-10
-15
0-0-
4
9.00 12
LOADING (psf)TCLLTCDLBCLLBCDL
20.07.00.0 *
10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2018/TPI2014
CSI.TCBCWBMatrix-SH
0.150.130.11
DEFL.Vert(LL)Vert(CT)Horz(CT)
inn/an/a
0.00
(loc) - - 5
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 47 lb FT = 20%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2OTHERS 2x3 SPF No.2
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.
REACTIONS. All bearings 15-8-8.(lb) - Max Horz 1=-103(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-113(LC 10), 6=-113(LC 11)Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=319(LC 17), 8=403(LC 17), 6=403(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (8-9)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 4-10-10, Exterior(2R) 4-10-10 to10-10-10, Interior(1) 10-10-10 to 12-3-15, Exterior(2E) 12-3-15 to 15-3-15 zone; cantilever left and right exposed ; end vertical leftand right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb)
8=113, 6=113.7) 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 1.8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using
proprietary methods (e.g. Stabilizer, etc.).
May 11,2020
16023 Swingley Ridge RdChesterfield, MO 63017
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
B20001301
Truss
V05
Truss Type
Valley
Qty
1
Ply
1
FISCHER BRS-427
Job Reference (optional)
I41268982
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:56 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-nNB7OhfJJZJ_ctVVE5S4vs2WIqzIzaSkEQ_MULzHY35
Scale = 1:31.0
1
2
3
4
5
8 7 6
910
3x4
4x6
3x4
2x4 2x4
2x4
2x4
2x4
0-0-50-0-5
13-1-313-0-14
6-6-106-6-10
13-1-36-6-10
0-0-
4
4-10
-15
0-0-
4
9.00 12
LOADING (psf)TCLLTCDLBCLLBCDL
20.07.00.0 *
10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2018/TPI2014
CSI.TCBCWBMatrix-SH
0.270.100.08
DEFL.Vert(LL)Vert(CT)Horz(CT)
inn/an/a
0.00
(loc) - - 5
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 36 lb FT = 20%
GRIP169/123
LUMBER-TOP CHORD 2x4 SPF-S StudBOT CHORD 2x4 SPF No.2OTHERS 2x3 SPF No.2
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.
REACTIONS. All bearings 13-0-8.(lb) - Max Horz 1=-84(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8, 6Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=283(LC 17), 6=283(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (8-9)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-5-4, Exterior(2R) 3-5-4 to 9-7-15, Exterior(2E) 9-7-15 to 12-7-15zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 8, 6.7) 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 1.8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using
proprietary methods (e.g. Stabilizer, etc.).
May 11,2020
16023 Swingley Ridge RdChesterfield, MO 63017
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
B20001301
Truss
V06
Truss Type
Valley
Qty
1
Ply
1
FISCHER BRS-427
Job Reference (optional)
I41268983
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:44:59 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-BytG0jhCcUhYTLE4vD0nXUg_91yYAxOAwOC05gzHY32
Scale = 1:25.4
1
2
3
4
56
3x6
4x6
3x6 2x4
0-0-50-0-5
10-5-310-4-14
5-2-105-2-10
10-5-35-2-10
0-0-
4
3-10
-15
0-0-
4
9.00 12
LOADING (psf)TCLLTCDLBCLLBCDL
20.07.00.0 *
10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2018/TPI2014
CSI.TCBCWBMatrix-SH
0.420.190.07
DEFL.Vert(LL)Vert(CT)Horz(CT)
inn/an/a
0.00
(loc) - - 3
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 26 lb FT = 20%
GRIP169/123
LUMBER-TOP CHORD 2x4 SPF-S StudBOT CHORD 2x4 SPF No.2OTHERS 2x3 SPF No.2
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.
REACTIONS. (size) 1=10-4-8, 3=10-4-8, 4=10-4-8Max Horz 1=66(LC 7)Max Uplift 1=-16(LC 10), 3=-23(LC 11), 4=-1(LC 10)Max Grav 1=174(LC 1), 3=174(LC 1), 4=360(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (8-9)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-5-4, Exterior(2R) 3-5-4 to 6-11-15, Exterior(2E) 6-11-15 to9-11-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4.7) 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 1.8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using
proprietary methods (e.g. Stabilizer, etc.).
May 11,2020
16023 Swingley Ridge RdChesterfield, MO 63017
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
B20001301
Truss
V07
Truss Type
Valley
Qty
1
Ply
1
FISCHER BRS-427
Job Reference (optional)
I41268984
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:45:00 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-g9ReE3iqNopP5VpGTwX04iCA9RIhvP9K92yad7zHY31
Scale = 1:20.0
1
2
3
4
56
2x4
4x6
2x4 2x4
0-0-50-0-5
7-9-37-8-14
3-10-103-10-10
7-9-33-10-10
0-0-
4
2-10
-15
0-0-
4
9.00 12
LOADING (psf)TCLLTCDLBCLLBCDL
20.07.00.0 *
10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2018/TPI2014
CSI.TCBCWBMatrix-P
0.340.200.03
DEFL.Vert(LL)Vert(CT)Horz(CT)
inn/an/a
0.00
(loc) - - 3
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 18 lb FT = 20%
GRIP169/123
LUMBER-TOP CHORD 2x4 SPF-S StudBOT CHORD 2x4 SPF-S StudOTHERS 2x3 SPF No.2
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.
REACTIONS. (size) 1=7-8-8, 3=7-8-8, 4=7-8-8Max Horz 1=-47(LC 6)Max Uplift 1=-21(LC 10), 3=-28(LC 11)Max Grav 1=140(LC 1), 3=140(LC 1), 4=231(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (8-9)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-5-4, Exterior(2R) 3-5-4 to 4-3-15, Exterior(2E) 4-3-15 to 7-3-15zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.7) 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 1.8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using
proprietary methods (e.g. Stabilizer, etc.).
May 11,2020
16023 Swingley Ridge RdChesterfield, MO 63017
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
B20001301
Truss
V08
Truss Type
Valley
Qty
1
Ply
1
FISCHER BRS-427
Job Reference (optional)
I41268985
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:45:02 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-cXYPfkj4vP37KozfaLZU97Ia6F05NIvdcMRhi?zHY3?
Scale = 1:14.3
1
2
3
4
2x4
4x6
2x4 2x4
5-0-145-0-14
5-1-30-0-5
2-6-102-6-10
5-1-32-6-10
0-0-
4
1-10
-15
0-0-
4
9.00 12
LOADING (psf)TCLLTCDLBCLLBCDL
20.07.00.0 *
10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2018/TPI2014
CSI.TCBCWBMatrix-P
0.120.080.02
DEFL.Vert(LL)Vert(CT)Horz(CT)
inn/an/a
0.00
(loc) - - 3
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 11 lb FT = 20%
GRIP169/123
LUMBER-TOP CHORD 2x4 SPF-S StudBOT CHORD 2x4 SPF-S StudOTHERS 2x3 SPF No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=5-0-8, 3=5-0-8, 4=5-0-8Max Horz 1=-29(LC 6)Max Uplift 1=-13(LC 10), 3=-17(LC 11)Max Grav 1=86(LC 1), 3=86(LC 1), 4=142(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (8-9)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.7) 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 1.8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using
proprietary methods (e.g. Stabilizer, etc.).
May 11,2020
16023 Swingley Ridge RdChesterfield, MO 63017
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
B20001301
Truss
V09
Truss Type
Valley
Qty
1
Ply
1
FISCHER BRS-427
Job Reference (optional)
I41268986
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:45:04 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-Ywg94QlKR1Kra661imcyEYNx42i3rCew4gwnluzHY2z
Scale = 1:7.3
1
2
3
2x4
3x4
2x4
0-0-50-0-5
2-5-32-4-14
1-2-101-2-10
2-5-31-2-10
0-0-
4
0-10
-15
0-0-
4
9.00 12
Plate Offsets (X,Y)-- [2:0-2-0,Edge]
LOADING (psf)TCLLTCDLBCLLBCDL
20.07.00.0 *
10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2018/TPI2014
CSI.TCBCWBMatrix-P
0.020.040.00
DEFL.Vert(LL)Vert(CT)Horz(CT)
inn/an/a
0.00
(loc) - - 3
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 4 lb FT = 20%
GRIP169/123
LUMBER-TOP CHORD 2x4 SPF-S StudBOT CHORD 2x4 SPF-S Stud
BRACING-TOP CHORD Structural wood sheathing directly applied or 2-5-3 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=2-4-8, 3=2-4-8Max Horz 1=-11(LC 6)Max Uplift 1=-3(LC 10), 3=-3(LC 11)Max Grav 1=58(LC 1), 3=58(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (8-9)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.7) 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 1.8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using
proprietary methods (e.g. Stabilizer, etc.).
May 11,2020
16023 Swingley Ridge RdChesterfield, MO 63017
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
B20001301
Truss
V10
Truss Type
Valley
Qty
1
Ply
1
FISCHER BRS-427
Job Reference (optional)
I41268987
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:45:05 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-06EXHmmzCKSiBGhEFU7Bnlw4yS0yaeI3IKfLHKzHY2y
Scale = 1:36.8
1
2
3
4
5
8 7 6
910
11 123x4
4x6
3x4
2x4 2x4
2x4
2x4
2x4
15-5-1115-5-11
15-6-00-0-5
7-9-07-9-0
15-6-07-9-0
0-0-
4
5-9-
12
0-0-
4
9.00 12
LOADING (psf)TCLLTCDLBCLLBCDL
20.07.00.0 *
10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2018/TPI2014
CSI.TCBCWBMatrix-SH
0.140.130.10
DEFL.Vert(LL)Vert(CT)Horz(CT)
inn/an/a
0.00
(loc) - - 5
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 46 lb FT = 20%
GRIP197/144
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2OTHERS 2x3 SPF No.2
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.
REACTIONS. All bearings 15-5-6.(lb) - Max Horz 1=-101(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-111(LC 10), 6=-111(LC 11)Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=319(LC 17), 8=395(LC 17), 6=395(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (8-9)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 4-9-0, Exterior(2R) 4-9-0 to 10-9-0,Interior(1) 10-9-0 to 12-0-12, Exterior(2E) 12-0-12 to 15-0-12 zone; cantilever left and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb)
8=111, 6=111.7) 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 1.8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using
proprietary methods (e.g. Stabilizer, etc.).
May 11,2020
16023 Swingley Ridge RdChesterfield, MO 63017
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
B20001301
Truss
V11
Truss Type
Valley
Qty
1
Ply
1
FISCHER BRS-427
Job Reference (optional)
I41268988
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:45:07 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-yVMIiSnDjyiQRZrcNu9fsA?OWGjs2YDMme8RMDzHY2w
Scale = 1:30.5
1
2
3
4
5
8 7 6
910
3x4
4x6
3x4
2x4 2x4
2x4
2x4
2x4
12-9-1112-9-11
12-10-00-0-5
6-5-06-5-0
12-10-06-5-0
0-0-
4
4-9-
12
0-0-
4
9.00 12
LOADING (psf)TCLLTCDLBCLLBCDL
20.07.00.0 *
10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2018/TPI2014
CSI.TCBCWBMatrix-SH
0.270.100.08
DEFL.Vert(LL)Vert(CT)Horz(CT)
inn/an/a
0.00
(loc) - - 5
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 35 lb FT = 20%
GRIP169/123
LUMBER-TOP CHORD 2x4 SPF-S StudBOT CHORD 2x4 SPF No.2OTHERS 2x3 SPF No.2
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.
REACTIONS. All bearings 12-9-6.(lb) - Max Horz 1=-82(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8, 6Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=280(LC 17), 6=280(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (8-9)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-5-4, Exterior(2R) 3-5-4 to 9-4-12, Exterior(2E) 9-4-12 to 12-4-12zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 8, 6.7) 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 1.8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using
proprietary methods (e.g. Stabilizer, etc.).
May 11,2020
16023 Swingley Ridge RdChesterfield, MO 63017
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
B20001301
Truss
V12
Truss Type
Valley
Qty
1
Ply
1
FISCHER BRS-427
Job Reference (optional)
I41268989
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:45:08 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-RhwgvoorUFqH2jQoxcguPOXXGf2rn0iV_Hu?ufzHY2v
Scale = 1:24.7
1
2
3
4
56
3x6
4x6
3x6 2x4
0-0-50-0-5
10-2-010-1-11
5-1-05-1-0
10-2-05-1-0
0-0-
4
3-9-
12
0-0-
4
9.00 12
LOADING (psf)TCLLTCDLBCLLBCDL
20.07.00.0 *
10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2018/TPI2014
CSI.TCBCWBMatrix-SH
0.390.180.06
DEFL.Vert(LL)Vert(CT)Horz(CT)
inn/an/a
0.00
(loc) - - 3
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 26 lb FT = 20%
GRIP169/123
LUMBER-TOP CHORD 2x4 SPF-S StudBOT CHORD 2x4 SPF No.2OTHERS 2x3 SPF No.2
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.
REACTIONS. (size) 1=10-1-6, 3=10-1-6, 4=10-1-6Max Horz 1=64(LC 9)Max Uplift 1=-16(LC 10), 3=-22(LC 11), 4=-1(LC 10)Max Grav 1=169(LC 1), 3=169(LC 1), 4=350(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (8-9)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-5-4, Exterior(2R) 3-5-4 to 6-8-12, Exterior(2E) 6-8-12 to 9-8-12zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4.7) 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 1.8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using
proprietary methods (e.g. Stabilizer, etc.).
May 11,2020
16023 Swingley Ridge RdChesterfield, MO 63017
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
B20001301
Truss
V13
Truss Type
Valley
Qty
1
Ply
1
FISCHER BRS-427
Job Reference (optional)
I41268990
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:45:09 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-vuT277pTFZy8gt??UJB7xb4kJ3N0WTQfDxdYQ5zHY2u
Scale = 1:19.3
1
2
3
4
56
2x4
4x6
2x4 2x4
0-0-50-0-5
7-6-07-5-11
3-9-03-9-0
7-6-03-9-0
0-0-
4
2-9-
12
0-0-
4
9.00 12
LOADING (psf)TCLLTCDLBCLLBCDL
20.07.00.0 *
10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2018/TPI2014
CSI.TCBCWBMatrix-P
0.310.190.03
DEFL.Vert(LL)Vert(CT)Horz(CT)
inn/an/a
0.00
(loc) - - 3
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 17 lb FT = 20%
GRIP169/123
LUMBER-TOP CHORD 2x4 SPF-S StudBOT CHORD 2x4 SPF-S StudOTHERS 2x3 SPF No.2
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.
REACTIONS. (size) 1=7-5-6, 3=7-5-6, 4=7-5-6Max Horz 1=-46(LC 8)Max Uplift 1=-21(LC 10), 3=-27(LC 11)Max Grav 1=134(LC 1), 3=134(LC 1), 4=222(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (8-9)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-5-4, Exterior(2R) 3-5-4 to 4-0-12, Exterior(2E) 4-0-12 to 7-0-12zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.7) 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 1.8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using
proprietary methods (e.g. Stabilizer, etc.).
May 11,2020
16023 Swingley Ridge RdChesterfield, MO 63017
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
B20001301
Truss
V14
Truss Type
Valley
Qty
1
Ply
1
FISCHER BRS-427
Job Reference (optional)
I41268991
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:45:11 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-rGboYpqjnACrvB9NckEb0097?t0M_NNxhF6fV_zHY2s
Scale = 1:11.8
1
2
3
2x4
3x4
2x4
4-9-114-9-11
4-10-00-0-5
2-5-02-5-0
4-10-02-5-0
0-0-
4
1-9-
12
0-0-
4
9.00 12
Plate Offsets (X,Y)-- [2:0-2-0,Edge]
LOADING (psf)TCLLTCDLBCLLBCDL
20.07.00.0 *
10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2018/TPI2014
CSI.TCBCWBMatrix-P
0.110.320.00
DEFL.Vert(LL)Vert(CT)Horz(CT)
inn/an/a
0.00
(loc) - - 3
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 10 lb FT = 20%
GRIP169/123
LUMBER-TOP CHORD 2x4 SPF-S StudBOT CHORD 2x4 SPF-S Stud
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=4-9-6, 3=4-9-6Max Horz 1=-27(LC 6)Max Uplift 1=-7(LC 10), 3=-7(LC 11)Max Grav 1=147(LC 1), 3=147(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (8-9)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.7) 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 1.8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using
proprietary methods (e.g. Stabilizer, etc.).
May 11,2020
16023 Swingley Ridge RdChesterfield, MO 63017
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
B20001301
Truss
V15
Truss Type
Valley
Qty
1
Ply
1
FISCHER BRS-427
Job Reference (optional)
I41268992
8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 14:45:13 2020 Page 1 Builders First Source, mooresville,inID:N2FB81iTcAJqlS?ef6RgW1yVYKE-nfjZyVs_JoSZ9UImj9G36RFUugnNSHtE8ZbmZszHY2q
Scale = 1:6.8
1
2
3
2x4
3x4
2x4
2-1-112-1-11
2-2-00-0-5
1-1-01-1-0
2-2-01-1-0
0-0-
4
0-9-
12
0-0-
4
9.00 12
Plate Offsets (X,Y)-- [2:0-2-0,Edge]
LOADING (psf)TCLLTCDLBCLLBCDL
20.07.00.0 *
10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YES
IRC2018/TPI2014
CSI.TCBCWBMatrix-P
0.020.030.00
DEFL.Vert(LL)Vert(CT)Horz(CT)
inn/an/a
0.00
(loc) - - 3
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 4 lb FT = 20%
GRIP169/123
LUMBER-TOP CHORD 2x4 SPF-S StudBOT CHORD 2x4 SPF-S Stud
BRACING-TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=2-1-6, 3=2-1-6Max Horz 1=9(LC 7)Max Uplift 1=-2(LC 10), 3=-2(LC 11)Max Grav 1=48(LC 1), 3=48(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (8-9)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.7) 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 1.8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using
proprietary methods (e.g. Stabilizer, etc.).
May 11,2020
PR
OD
UC
T C
OD
E A
PP
RO
VA
LS
LA
TE
RA
L B
RA
CIN
G L
OC
AT
ION
Indicates location where bearings
(supports) occur. Icons vary butreaction section indicates jointnum
ber where bearings occur.
Min size show
n is for crushing only.
Indicated by symbol show
n and/orby text in the bracing section of theoutput. U
se T or I bracing
if indicated.
The first dim
ension is the plate w
idth measured perpendicular
to slots. Second dim
ension isthe length parallel to slots.
Center plate on joint unless x, y
offsets are indicated.D
imensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and fully embed teeth.
1. Additional stability bracing for truss system
, e.g. diagonal or X
-bracing, is always required. S
ee BC
SI.
2. Truss bracing m
ust be designed by an engineer. For
wide truss spacing, individual lateral braces them
selves m
ay require bracing, or alternative Tor I
bracing should be considered.
3. Never exceed the design loading show
n and never stack m
aterials on inadequately braced trusses.
4. Provide copies of this truss design to the building
designer, erection supervisor, property owner and
all other interested parties.
5. Cut m
embers to bear tightly against each other.
6. Place plates on each face of truss at each
joint and embed fully. K
nots and wane at joint
locations are regulated by AN
SI/T
PI 1.
7. Design assum
es trusses will be suitably protected from
the environment in accord w
ith AN
SI/T
PI 1.
8. Unless otherw
ise noted, moisture content of lum
ber shall not exceed 19%
at time of fabrication.
9. Unless expressly noted, this design is not applicable for
use with fire retardant, preservative treated, or green lum
ber.
10. Cam
ber is a non-structural consideration and is the responsibility of truss fabricator. G
eneral practice is to cam
ber for dead load deflection.
11. Plate type, size, orientation and location dim
ensions indicated are m
inimum
plating requirements.
12. Lumber used shall be of the species and size, and
in all respects, equal to or better than that specified.
13. Top chords m
ust be sheathed or purlins provided at spacing indicated on design.
14. Bottom
chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherw
ise noted.
15. Connections not show
n are the responsibility of others.
16. Do not cut or alter truss m
ember or plate w
ithout prior approval of an engineer.
17. Install and load vertically unless indicated otherwise.
18. Use of green or treated lum
ber may pose unacceptable
environmental, health or perform
ance risks. Consult w
ith project engineer before use.
19. Review
all portions of this design (front, back, words
and pictures) before use. Review
ing pictures alone is not sufficient.
20. Design assum
es manufacture in accordance w
ith A
NS
I/TP
I 1 Quality C
riteria.
Failure to F
ollow C
ould Cause P
ropertyD
amage or P
ersonal Injury
(Draw
ings not to scale)
© 2012 M
iTek®
All R
ights Reserved
MiT
ek Engineering R
eference Sheet: M
II-7473 rev. 10/03/2015
edge of truss. from outside
" 16/ 1
-0
ICC
-ES
Reports:
ES
R-1311, E
SR
-1352, ES
R1988
ER
-3907, ES
R-2362, E
SR
-1397, ES
R-3282
JOIN
TS
AR
E G
EN
ER
AL
LY
NU
MB
ER
ED
/LE
TT
ER
ED
CL
OC
KW
ISE
AR
OU
ND
TH
E T
RU
SS
ST
AR
TIN
G A
T T
HE
JOIN
T F
AR
TH
ES
T T
OT
HE
LE
FT
.
CH
OR
DS
AN
D W
EB
S A
RE
IDE
NT
IFIE
D B
Y E
ND
JOIN
TN
UM
BE
RS
/LE
TT
ER
S.
W4-6
W3-6
W3-7
W2-7
W1-7
C1-8
C5-6
C6-7
C7-8
C4-5
C3-4
C2-3
C1-2
TOP CHORD
TOP CHORD87
65 4
32
1
BO
TT
OM
CH
OR
DS
TO
P C
HO
RD
S
BE
AR
ING
4 x 4
PL
AT
E S
IZE
This sym
bol indicates the required direction of slots inconnector plates.
"16
/ 1
For 4 x 2 orientation, locate
plates 0-
1"4 / 3
PL
AT
E L
OC
AT
ION
AN
D O
RIE
NT
AT
ION
Sym
bo
lsN
um
berin
g S
ystemG
eneral S
afety No
tes
*P
late locatio
n d
etails available in
MiT
ek 20/20so
ftware o
r up
on
requ
est.
Ind
ustry S
tand
ards:
AN
SI/T
PI1: N
ational Design S
pecification for Metal
Plate C
onnected Wood T
russ Construction.
DS
B-89: D
esign Standard for B
racing.B
CS
I: Building C
omponent S
afety Information,
Guide to G
ood Practice for H
andling, Installing &
Bracing of M
etal Plate
Connected W
ood Trusses.
6-4-8
WE
BS
Trusses are designed for w
ind loads in the plane of the truss unless otherw
ise shown.
Lumber design values are in accordance w
ith AN
SI/T
PI 1
section 6.3 These truss designs rely on lum
ber values established by others. d
imen
sion
s sho
wn
in ft-in
-sixteenth
s