16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). May 4,2020 Liu, Xuegang Pages or sheets covered by this seal: I41174320 thru I41174350 My license renewal date for the state of Indiana is July 31, 2020. B20001264 LENNAR 273 MCCORD 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.
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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 4,2020Liu, Xuegang
Pages or sheets covered by this seal: I41174320 thru I41174350
My license renewal date for the state of Indiana is July 31, 2020.
B20001264LENNAR 273 MCCORD
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
B20001264
Truss
GE02
Truss Type
Monopitch Supported Gable
Qty
1
Ply
1
LENNAR 273 MCCORD
Job Reference (optional)
I41174320
8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:32 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-0xtl7dnvlZOQ4R6mEoaPa_wm8xWnPh8parUoQMzKF?b
BRACING-TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 9-11-8.(lb) - Max Horz 2=116(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) 9, 2, 10, 11, 12, 13, 14Max Grav All reactions 250 lb or less at joint(s) 9, 2, 10, 11, 12, 13 except 14=254(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (8-9)1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and
C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSfor 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 2, 10, 11, 12,
13, 14.7) This truss is designed in accordance with the 2003 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 4,2020
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
B20001264
Truss
GE05
Truss Type
Common Supported Gable
Qty
1
Ply
1
LENNAR 273 MCCORD
Job Reference (optional)
I41174321
8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:35 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-RWYulepn1Um_xvqLvw86CdYH48Zwc0oFGpiS1hzKF?Y
BRACING-TOP CHORD Sheathed or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 16-45, 15-46, 14-47, 13-48, 17-44, 18-43,
19-42
REACTIONS. All bearings 40-0-0.(lb) - Max Horz 2=-102(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 2
Max Grav All reactions 250 lb or less at joint(s) 30, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and
C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSfor 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 46, 47, 48, 49, 50,
51, 52, 53, 54, 55, 56, 57, 58, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 2.9) This truss is designed in accordance with the 2003 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 4,2020
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
B20001264
Truss
GE07
Truss Type
Common Supported Gable
Qty
1
Ply
1
LENNAR 273 MCCORD
Job Reference (optional)
I41174322
8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:36 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-vi6Gy_qPonurZ3PXTdfLkq4RdYukLTzPVTS?Z7zKF?X
BRACING-TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 10-28
REACTIONS. All bearings 20-0-0.(lb) - Max Horz 36=-215(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) 29, 30, 31, 32, 33, 34, 27, 26, 25, 24, 23, 22 except 36=-183(LC 4), 20=-121(LC 5), 35=-173(LC 5), 21=-136(LC 4)
Max Grav All reactions 250 lb or less at joint(s) 20, 28, 29, 30, 31, 32, 33, 34, 35, 27, 26, 25, 24, 23, 22, 21 except 36=258(LC 5)
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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and
C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSfor 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 30, 31, 32, 33,
34, 27, 26, 25, 24, 23, 22 except (jt=lb) 36=183, 20=121, 35=173, 21=136.9) This truss is designed in accordance with the 2003 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 4,2020
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
B20001264
Truss
GE08
Truss Type
Monopitch Supported Gable
Qty
1
Ply
1
LENNAR 273 MCCORD
Job Reference (optional)
I41174323
8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:37 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-NugeAKr1Z50iAC_j1LAaH2ddAyEi4xgYk7BZ5azKF?W
BRACING-TOP CHORD Sheathed 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 2=88(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 8, 9, 10Max Grav All reactions 250 lb or less at joint(s) 7, 2, 8, 9, 10
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (8-9)1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and
C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSfor 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2, 8, 9, 10.7) This truss is designed in accordance with the 2003 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 4,2020
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
B20001264
Truss
GE09
Truss Type
Common Supported Gable
Qty
1
Ply
1
LENNAR 273 MCCORD
Job Reference (optional)
I41174324
8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:37 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-NugeAKr1Z50iAC_j1LAaH2dcxyDt4uEYk7BZ5azKF?W
BRACING-TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. All bearings 12-4-0.(lb) - Max Horz 24=-172(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=-157(LC 4), 14=-128(LC 5), 23=-160(LC 5), 15=-143(LC 4)
Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15
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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and
C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSfor 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 21, 22, 18, 17,
16 except (jt=lb) 24=157, 14=128, 23=160, 15=143.9) This truss is designed in accordance with the 2003 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 4,2020
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
B20001264
Truss
GE10
Truss Type
Common Structural Gable
Qty
1
Ply
1
LENNAR 273 MCCORD
Job Reference (optional)
I41174325
8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:39 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-JHoPb0sI5iHQQW868mC2MTir6ll9YpNrBRggASzKF?U
BRACING-TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.JOINTS 1 Brace at Jt(s): 19, 20
REACTIONS. All bearings 7-11-8 except (jt=length) 18=0-3-8, 16=0-3-8.(lb) - Max Horz 18=-261(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) 18, 15, 14 except 10=-425(LC 1), 16=-101(LC 2)Max Grav All reactions 250 lb or less at joint(s) 15, 14, 13, 12, 11, 10, 16 except 18=777(LC 1), 9=1041(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-723/106, 3-4=-517/127, 4-5=-462/159, 5-6=-484/152, 6-7=-673/97, 2-18=-675/134,
NOTES- (8-9)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and
C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSfor 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 15, 14 except
(jt=lb) 10=425, 16=101.7) This truss is designed in accordance with the 2003 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 4,2020
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
B20001264
Truss
GE11
Truss Type
Common Supported Gable
Qty
1
Ply
1
LENNAR 273 MCCORD
Job Reference (optional)
I41174326
8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:40 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-nTLnoMtws0PH1gjIiTjHvgF8p9G5HH1_Q5QDiuzKF?T
BRACING-TOP CHORD Sheathed or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 16-45, 15-46, 14-47, 13-48, 17-44, 18-43,
19-42
REACTIONS. All bearings 40-0-0.(lb) - Max Horz 2=-102(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 2
Max Grav All reactions 250 lb or less at joint(s) 30, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and
C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSfor 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 46, 47, 48, 49, 50,
51, 52, 53, 54, 55, 56, 57, 58, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 2.9) This truss is designed in accordance with the 2003 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 4,2020
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
B20001264
Truss
GE20
Truss Type
Monopitch Supported Gable
Qty
1
Ply
1
LENNAR 273 MCCORD
Job Reference (optional)
I41174327
8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:41 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-Fgv90iuYdKX8fqIUGBFWRuoJxZbj0lI8fl9mELzKF?S
BRACING-TOP CHORD Sheathed 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 2=71(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) 6, 2, 7, 8Max Grav All reactions 250 lb or less at joint(s) 6, 2, 7, 8
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (10-11)1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and
C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSfor 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, 2, 7, 8.8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2.9) This truss is designed in accordance with the 2003 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 4,2020
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
B20001264
Truss
GE35
Truss Type
Common Supported Gable
Qty
1
Ply
1
LENNAR 273 MCCORD
Job Reference (optional)
I41174328
8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:42 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-ksTXD1vAOdf?H_shpuml_5KUFzyZlCnHtPvKnnzKF?R
BRACING-TOP CHORD Sheathed or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 16-0-0.(lb) - Max Horz 1=-39(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 18, 19, 20, 21, 16, 15, 14, 13Max Grav All reactions 250 lb or less at joint(s) 1, 11, 17, 18, 19, 20, 21, 16, 15, 14, 13
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 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and
C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSfor 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, 11, 18, 19, 20,
21, 16, 15, 14, 13.9) This truss is designed in accordance with the 2003 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 4,2020
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
B20001264
Truss
M01
Truss Type
Monopitch
Qty
9
Ply
1
LENNAR 273 MCCORD
Job Reference (optional)
I41174329
8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:43 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-C21vQNwo9xnsu7RtNbH_XJtVUMAmUd5Q63etJDzKF?Q
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-686/174BOT CHORD 2-6=-184/612, 5-6=-173/570WEBS 3-6=0/328, 3-5=-778/280
NOTES- (8-9)1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and
C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSfor 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) Bearing at joint(s) 2, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5.7) This truss is designed in accordance with the 2003 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 4,2020
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
B20001264
Truss
M02
Truss Type
Monopitch
Qty
6
Ply
1
LENNAR 273 MCCORD
Job Reference (optional)
I41174330
8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:43 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-C21vQNwo9xnsu7RtNbH_XJteHMDZUf3Q63etJDzKF?Q
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (7-8)1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and
C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSfor 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) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2.6) This truss is designed in accordance with the 2003 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 4,2020
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
B20001264
Truss
M05
Truss Type
Monopitch
Qty
5
Ply
1
LENNAR 273 MCCORD
Job Reference (optional)
I41174331
8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:44 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-gFbIejwQwFvjWH03xJoD3WQjSmYkD6paLjORrgzKF?P
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (7-8)1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and
C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSfor 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.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) 2, 4.6) This truss is designed in accordance with the 2003 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 4,2020
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
B20001264
Truss
M08
Truss Type
Monopitch
Qty
3
Ply
1
LENNAR 273 MCCORD
Job Reference (optional)
I41174332
8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:44 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-gFbIejwQwFvjWH03xJoD3WQmymb5D2?aLjORrgzKF?P
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (7-8)1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and
C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSfor 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) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7.6) This truss is designed in accordance with the 2003 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 4,2020
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
B20001264
Truss
T23
Truss Type
Common
Qty
12
Ply
1
LENNAR 273 MCCORD
Job Reference (optional)
I41174333
8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:45 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-8R9gr3x3hY1a8RbGV0JSckyn?An4yQfjZN7_O6zKF?O
NOTES- (6-7)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and
C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSfor 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=112, 12=112.5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) 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 4,2020
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
B20001264
Truss
T24
Truss Type
Common
Qty
5
Ply
1
LENNAR 273 MCCORD
Job Reference (optional)
I41174334
8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:46 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-cdj23PyhSs9QlbAS2kqh8xVyqa6Hhtvto1tXwYzKF?N
NOTES- (7-8)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and
C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSfor 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) 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) 12 except (jt=lb)
2=112.6) This truss is designed in accordance with the 2003 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 4,2020
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
B20001264
Truss
T27
Truss Type
Common
Qty
3
Ply
1
LENNAR 273 MCCORD
Job Reference (optional)
I41174335
8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:47 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-4pHQGlzJCAHHNllecRLwh92CH_VoQPV01hc5S_zKF?M
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-989/118, 2-3=-776/138, 3-4=-775/137, 4-5=-986/117, 1-9=-733/100, 5-7=-805/137BOT CHORD 8-9=-48/676, 7-8=0/667WEBS 3-8=-78/573
NOTES- (8-9)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and
C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSfor 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) Refer to girder(s) for truss to truss connections.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 7.7) This truss is designed in accordance with the 2003 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 4,2020
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
B20001264
Truss
T49
Truss Type
Roof Special
Qty
5
Ply
1
LENNAR 273 MCCORD
Job Reference (optional)
I41174336
8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:48 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-Y0qoU5zxzTP8?vKqA9t9EMaIRNr69jWAGLMe_RzKF?L
NOTES- (7-8)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and
C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSfor 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) 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) except (jt=lb)
1=149, 11=149.6) This truss is designed in accordance with the 2003 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 4,2020
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
B20001264
Truss
T50
Truss Type
ROOF SPECIAL
Qty
1
Ply
1
LENNAR 273 MCCORD
Job Reference (optional)
I41174337
8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:49 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-0COBhR_ZknX?c2v1ksOOma7Unn6muAlJU?5BXtzKF?K
NOTES- (6-7)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and
C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSfor 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
1=149, 11=149.5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) 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 4,2020
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
B20001264
Truss
T51
Truss Type
ROOF SPECIAL
Qty
1
Ply
1
LENNAR 273 MCCORD
Job Reference (optional)
I41174338
8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:49 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-0COBhR_ZknX?c2v1ksOOma7Unn6?uAlJU?5BXtzKF?K
NOTES- (6-7)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and
C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSfor 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
1=149, 11=188.5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) 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 4,2020
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
B20001264
Truss
T53
Truss Type
Common
Qty
1
Ply
1
LENNAR 273 MCCORD
Job Reference (optional)
I41174339
8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:50 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-VOyZum?BV5fsECUDHavdJngkpBWKdpTSjfrl3JzKF?J
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-1107/206, 2-3=-1108/207BOT CHORD 1-5=-121/984, 3-5=-121/984WEBS 2-5=0/371
NOTES- (7-8)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and
C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSfor 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.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb)
3=101.6) This truss is designed in accordance with the 2003 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 4,2020
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
B20001264
Truss
TG10
Truss Type
Common Girder
Qty
1
Ply
2
LENNAR 273 MCCORD
Job Reference (optional)
I41174340
8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:51 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-zbWx660pGOnjsM3PrHQsr?CxZbwuM3bcyJbIbmzKF?I
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-8732/655, 2-3=-5836/596, 3-4=-5835/596, 4-5=-8487/790BOT CHORD 1-8=-455/5861, 7-8=-457/5903, 6-7=-462/5680, 5-6=-458/5641WEBS 3-7=-731/7802, 4-7=-2390/422, 4-6=-372/3640, 2-7=-2722/285, 2-8=-167/4014
NOTES- (9-10)1) 2-ply truss to be connected together with 10d (0.120"x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 oc.Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone;
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.605) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
1=568, 5=726.7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1567 lb down and 87 lb up at
0-10-12, 1563 lb down and 89 lb up at 2-10-12, 1563 lb down and 89 lb up at 4-10-12, 1563 lb down and 89 lb up at 6-10-12, 1563lb down and 89 lb up at 8-10-12, 1444 lb down and 161 lb up at 10-10-12, 1444 lb down and 161 lb up at 12-10-12, 1444 lb downand 161 lb up at 14-10-12, and 1444 lb down and 161 lb up at 16-10-12, and 1444 lb down and 161 lb up at 18-10-12 on bottomchord. The design/selection of such connection device(s) is the responsibility of others.
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 4,2020
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
B20001264
Truss
TG10
Truss Type
Common Girder
Qty
1
Ply
2
LENNAR 273 MCCORD
Job Reference (optional)
I41174340
8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:51 2020 Page 2 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-zbWx660pGOnjsM3PrHQsr?CxZbwuM3bcyJbIbmzKF?I
LOAD CASE(S) Standard1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
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
B20001264
Truss
TG11
Truss Type
MONOPITCH GIRDER
Qty
1
Ply
2
LENNAR 273 MCCORD
Job Reference (optional)
I41174341
8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:52 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-Rn4JJS1S1ivaTWdcP_x5OClBI?HK5eGlAzKs7CzKF?H
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-1883/92, 2-3=-1104/66BOT CHORD 1-9=-122/1696, 8-9=-19/272, 6-7=-142/2098WEBS 7-8=-12/429, 4-7=-76/1427, 3-4=-11/367, 4-6=-2364/160, 2-9=0/391, 7-9=-117/1620,
2-7=-708/55
NOTES- (12-13)1) 2-ply truss to be connected together with 10d (0.120"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc, 2x4 - 1 row at 0-9-0 oc.Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 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 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone;
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.605) Provide adequate drainage to prevent water ponding.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, 6.9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 847 lb down and 38 lb up at
2-0-12, and 847 lb down and 38 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is theresponsibility of others.
12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) 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.).Continued on page 2May 4,2020
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
B20001264
Truss
TG11
Truss Type
MONOPITCH GIRDER
Qty
1
Ply
2
LENNAR 273 MCCORD
Job Reference (optional)
I41174341
8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:52 2020 Page 2 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-Rn4JJS1S1ivaTWdcP_x5OClBI?HK5eGlAzKs7CzKF?H
LOAD CASE(S) Standard1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15
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
B20001264
Truss
V04
Truss Type
Valley
Qty
1
Ply
1
LENNAR 273 MCCORD
Job Reference (optional)
I41174342
8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:53 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-vzehXo14o02R5gCoziSKwQIL2Ofvq8UvPd4PgezKF?G
BRACING-TOP CHORD Sheathed or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 4-11
REACTIONS. All bearings 18-8-14.(lb) - Max Horz 1=210(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 12=-169(LC 6), 13=-124(LC 6), 9=-169(LC 7), 8=-124(LC 7)
Max Grav All reactions 250 lb or less at joint(s) 1, 7, 11 except 12=349(LC 10), 13=269(LC 1), 9=349(LC 11), 8=270(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-256/121WEBS 3-12=-267/217, 5-9=-267/217
NOTES- (7-8)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and
C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSfor 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb)
12=169, 13=124, 9=169, 8=124.6) This truss is designed in accordance with the 2003 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 4,2020
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
B20001264
Truss
V05
Truss Type
Valley
Qty
1
Ply
1
LENNAR 273 MCCORD
Job Reference (optional)
I41174343
8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:53 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-vzehXo14o02R5gCoziSKwQILmOfWq72vPd4PgezKF?G
BRACING-TOP CHORD Sheathed or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 16-8-14.(lb) - Max Horz 1=-187(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-185(LC 6), 6=-185(LC 7)Max Grav All reactions 250 lb or less at joint(s) 1, 5, 8 except 9=384(LC 10), 6=384(LC 11)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 2-9=-279/221, 4-6=-282/223
NOTES- (7-8)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and
C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSfor 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb)
9=185, 6=185.6) This truss is designed in accordance with the 2003 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 4,2020
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
B20001264
Truss
V06
Truss Type
Valley
Qty
1
Ply
1
LENNAR 273 MCCORD
Job Reference (optional)
I41174344
8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:54 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-NAC4k82iZJAIjqn_WPzZTdqVBo1nZbx2eGpyC5zKF?F
BRACING-TOP CHORD Sheathed or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 14-9-6.(lb) - Max Horz 1=-164(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-162(LC 6), 6=-162(LC 7)Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=333(LC 10), 6=333(LC 11)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (7-8)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and
C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSfor 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb)
8=162, 6=162.6) This truss is designed in accordance with the 2003 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 4,2020
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
B20001264
Truss
V07
Truss Type
Valley
Qty
1
Ply
1
LENNAR 273 MCCORD
Job Reference (optional)
I41174345
8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:54 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-NAC4k82iZJAIjqn_WPzZTdqWQo1gZcY2eGpyC5zKF?F
BRACING-TOP CHORD Sheathed 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=-140(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-147(LC 6), 6=-147(LC 7)Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=299(LC 10), 6=299(LC 11)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (7-8)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and
C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSfor 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb)
8=147, 6=147.6) This truss is designed in accordance with the 2003 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 4,2020
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
B20001264
Truss
V08
Truss Type
Valley
Qty
1
Ply
1
LENNAR 273 MCCORD
Job Reference (optional)
I41174346
8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:55 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-rMlSyU3KKdI9KzMB47Vo0rNdPCNwI3ECtwZWkXzKF?E
BRACING-TOP CHORD Sheathed or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 10-9-6.(lb) - Max Horz 1=-117(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-157(LC 6), 6=-157(LC 7)Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=313(LC 10), 6=313(LC 11)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 2-8=-265/216, 4-6=-265/216
NOTES- (7-8)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and
C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSfor 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb)
8=157, 6=157.6) This truss is designed in accordance with the 2003 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 4,2020
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
B20001264
Truss
V09
Truss Type
Valley
Qty
1
Ply
1
LENNAR 273 MCCORD
Job Reference (optional)
I41174347
8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:55 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-rMlSyU3KKdI9KzMB47Vo0rNa5CMbI4YCtwZWkXzKF?E
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (7-8)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and
C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSfor 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.6) This truss is designed in accordance with the 2003 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 4,2020
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
B20001264
Truss
V10
Truss Type
Valley
Qty
1
Ply
1
LENNAR 273 MCCORD
Job Reference (optional)
I41174348
8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:56 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-JYJq9q4y5xQ0y7xNeq01Y2wpkcXz1XnL5aI3GzzKF?D
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (7-8)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and
C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSfor 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.6) This truss is designed in accordance with the 2003 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 4,2020
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
B20001264
Truss
V11
Truss Type
Valley
Qty
1
Ply
1
LENNAR 273 MCCORD
Job Reference (optional)
I41174349
8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:56 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-JYJq9q4y5xQ0y7xNeq01Y2wsZceu1XnL5aI3GzzKF?D
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (7-8)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and
C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSfor 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.6) This truss is designed in accordance with the 2003 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 4,2020
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
B20001264
Truss
V12
Truss Type
Valley
Qty
1
Ply
1
LENNAR 273 MCCORD
Job Reference (optional)
I41174350
8.240 s Mar 9 2020 MiTek Industries, Inc. Sun May 3 09:58:57 2020 Page 1 Builders First Source, mooresville,inID:Gln_ETJu19oBLPVxLrTsOuzsV3z-nltCNA4asEYtaHWZCYXG5GS3?02Mm_1UKE2dpPzKF?C
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (7-8)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and
C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSfor 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.6) This truss is designed in accordance with the 2003 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