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HomeMy WebLinkAboutI35930650.15_Bear_Creek_Estates16023 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). January 24,2019 Liu, Xuegang Pages or sheets covered by this seal: I35930650 thru I35930691 My license renewal date for the state of Indiana is July 31, 2020. 15_Bear_Creek_Estates Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: 15 Bear Creek States 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss GE01 Truss Type GABLE Qty 1 Ply 1 15 Bear Creek States Job Reference (optional) I35930650 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:48:28 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-VMMWS_g8L4xg?bFHFcZhMJ2S4PMM4hffEJr9w4zsSVn Scale = 1:60.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 2x4 3x4 4x6 2x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-5-0 19-5-0 -1-0-0 1-0-0 9-8-8 9-8-8 19-5-0 9-8-8 20-5-0 1-0-0 1-3-09-4-11-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.24 0.11 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 17 17 18 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 316 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-25 REACTIONS.All bearings 19-5-0. (lb) - Max Horz 33=224(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 26, 28, 29, 30, 31, 23, 22, 21, 20 except 33=-143(LC 4), 18=-119(LC 5), 32=-147(LC 5), 19=-131(LC 4) Max Grav All reactions 250 lb or less at joint(s) 33, 18, 26, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20, 19 except 25=253(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-26/260, 9-10=-26/260 WEBS 9-25=-267/0 NOTES-(11-12) 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 28, 29, 30, 31, 23, 22, 21, 20 except (jt=lb) 33=143, 18=119, 32=147, 19=131. 10) 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. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss GE02 Truss Type GABLE Qty 1 Ply 1 15 Bear Creek States Job Reference (optional) I35930651 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:48:30 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-RlTHsghOtiCOFvPgM1b9Rk8ptD2LYcVxidKF?yzsSVl Scale = 1:41.3 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 2x4 3x4 4x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-5-8 12-5-8 -1-0-0 1-0-0 6-2-12 6-2-12 12-5-8 6-2-12 13-5-8 1-0-0 1-3-06-5-51-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.15 0.08 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 158 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-5-8. (lb) - Max Horz 24=156(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=-152(LC 4), 14=-131(LC 5), 23=-144(LC 5), 15=-129(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-(11-12) 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 21, 22, 18, 17, 16 except (jt=lb) 24=152, 14=131, 23=144, 15=129. 10) 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. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss GE03 Truss Type GABLE Qty 1 Ply 1 15 Bear Creek States Job Reference (optional) I35930652 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:48:31 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-vx1f4?i0e?KFs2_swk6O_yg_OdOXH235wH4pXOzsSVk Scale = 1:41.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 2x4 3x4 4x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-7-0 13-7-0 -1-0-0 1-0-0 6-9-8 6-9-8 13-7-0 6-9-8 14-7-0 1-0-0 1-3-06-10-151-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.17 0.08 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 180 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-7-0. (lb) - Max Horz 24=-167(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 14, 20, 21, 22, 18, 17, 16 except 24=-113(LC 4), 23=-115(LC 5), 15=-105(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-(11-12) 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 20, 21, 22, 18, 17, 16 except (jt=lb) 24=113, 23=115, 15=105. 10) 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. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss GE05 Truss Type GABLE Qty 1 Ply 1 15 Bear Creek States Job Reference (optional) I35930653 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:48:33 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-sK9PVhkHAdaz6M8F199s3NmFPQ2jlzhOObZwcHzsSVi Scale = 1:73.3 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 3x4 3x6 3x6 4x6 3x6 5x6 3x6 32-11-0 32-11-0 -1-0-0 1-0-0 18-7-3 18-7-3 32-11-0 14-3-13 1-0-011-10-33-6-07.00 12 Plate Offsets (X,Y)-- [47:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.39 0.16 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 30 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 683 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 29-30: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 17-42,16-43,18-41: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 17-42, 16-43, 15-44, 14-45, 13-46, 18-41, 19-39, 20-38, 21-37 REACTIONS.All bearings 32-11-0. (lb) - Max Horz 56=317(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 30, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 39, 38, 37, 36, 35, 34, 33, 32, 31 except 56=-306(LC 4), 55=-273(LC 5) Max Grav All reactions 250 lb or less at joint(s) 30, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 41, 39, 38, 37, 36, 35, 34, 33, 32, 31 except 56=375(LC 5), 42=256(LC 7), 55=258(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-56=-258/221, 2-3=-358/312, 3-4=-274/252, 4-5=-265/259, 5-6=-246/255, 6-7=-227/253, 7-8=-209/251, 13-14=-116/257, 14-15=-97/277, 15-16=-80/302, 16-17=-58/302, 17-18=-48/301, 18-19=-48/293, 19-20=-45/263 NOTES-(12-13) 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 30, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 39, 38, 37, 36, 35, 34, 33, 32, 31 except (jt=lb) 56=306, 55=273. 11) 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. Continued on page 2 January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss GE05 Truss Type GABLE Qty 1 Ply 1 15 Bear Creek States Job Reference (optional) I35930653 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:48:33 2019 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-sK9PVhkHAdaz6M8F199s3NmFPQ2jlzhOObZwcHzsSVi 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.). 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss GE06 Truss Type GABLE Qty 1 Ply 1 15 Bear Creek States Job Reference (optional) I35930654 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:48:36 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-GvrY7jm9TYyYzqtqjHiZh?OmEe3cyKMq4ZnaCczsSVf Scale = 1:73.6 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 3837 36 35 34 33 32 31 30 29 4x6 3x6 3x4 3x6 5x6 3x6 5x6 34-10-0 34-10-0 16-6-12 16-6-12 34-10-0 18-3-4 2-1-1111-9-101-1-127.00 12 Plate Offsets (X,Y)-- [9:0-3-0,0-3-0], [19:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.42 0.22 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 29 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 697 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 28-29: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 14-44,13-45,15-43: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 14-44, 13-45, 12-46, 11-47, 10-49, 15-43, 16-42, 17-41, 18-40 REACTIONS.All bearings 34-10-0. (lb) - Max Horz 58=-289(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 46, 47, 49, 50, 51, 52, 53, 54, 55, 56, 43, 42, 41, 40, 38, 37, 36, 35, 34, 33, 32, 31 except 58=-175(LC 4), 29=-380(LC 5), 57=-191(LC 5), 30=-334(LC 4) Max Grav All reactions 250 lb or less at joint(s) 58, 45, 46, 47, 49, 50, 51, 52, 53, 54, 55, 56, 57, 43, 42, 41, 40, 38, 37, 36, 35, 34, 33, 32, 31 except 29=427(LC 4), 44=263(LC 6), 30=330(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 11-12=-21/275, 12-13=-19/306, 13-14=-23/313, 14-15=-23/313, 15-16=-31/311, 16-17=-50/286, 17-18=-69/266, 27-28=-317/292, 28-29=-257/233 NOTES-(12-13) 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 46, 47, 49, 50, 51, 52, 53, 54, 55, 56, 43, 42, 41, 40, 38, 37, 36, 35, 34, 33, 32, 31 except (jt=lb) 58=175, 29=380, 57=191, 30=334. 11) 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. 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.). January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss GE07 Truss Type GABLE Qty 1 Ply 1 15 Bear Creek States Job Reference (optional) I35930655 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:48:37 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-k5OwK3nnEr4PazR0G?DoDDwvs2MNhlczJDX7l2zsSVe Scale = 1:73.3 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 20 19 6x8 3x8 3x6 3x16 MT18HS 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 0-1-12 0-1-12 0-3-8 0-1-12 9-9-8 9-6-0 -1-0-0 1-0-0 9-9-8 9-9-8 5-1-211-3-32-0-011-3-37.00 12 Plate Offsets (X,Y)-- [9:0-4-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.55 0.44 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.19 (loc) 18 18 18 l/defl >0 >0 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 260 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E *Except* 10-17: 2x6 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 2-18: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 17-18. WEBS 1 Row at midpt 9-10, 8-11, 7-12, 6-13 REACTIONS.All bearings 9-9-8 except (jt=length) 18=0-3-8. (lb) - Max Horz 17=319(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 11, 12, 13, 14, 15 except 10=-164(LC 5), 17=-211(LC 4), 16=-1164(LC 5), 18=-320(LC 4) Max Grav All reactions 250 lb or less at joint(s) 10, 11, 12, 13, 14, 15 except 17=460(LC 5), 16=602(LC 4), 18=592(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-430/266 BOT CHORD 2-18=-592/320 WEBS 3-16=-306/567 NOTES-(12-13) 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) n/a 4) All plates are MT20 plates unless otherwise indicated. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 12, 13, 14, 15 except (jt=lb) 10=164, 17=211, 16=1164, 18=320. 11) 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. 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.). January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss GE08 Truss Type GABLE Qty 1 Ply 1 15 Bear Creek States Job Reference (optional) I35930656 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:48:38 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-CHyIYPnP?9CFC70Cqik1mQT73Rm?QGT7XtGgHVzsSVd Scale = 1:17.2 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 7 6 5 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 3x6 0-7-12 0-7-12 5-2-12 4-7-0 5-3-8 0-0-12 -1-0-0 1-0-0 5-3-8 5-3-8 0-9-02-6-32-2-110-3-82-6-34.00 12 Plate Offsets (X,Y)-- [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.33 0.16 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=316/0-3-0, 5=153/0-1-8 Max Horz 6=69(LC 5) Max Uplift 6=-68(LC 4), 5=-13(LC 6) 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=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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 1-4-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 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.). January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss GE09 Truss Type GABLE Qty 1 Ply 1 15 Bear Creek States Job Reference (optional) I35930657 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:48:44 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-1RKZoSsAa?yPw2UMBzrR0hj44sg7qkY?woj?V8zsSVX Scale = 1:93.6 Sheet Back Right Option 5-9-1 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 39 38 37 36 35 34 33 32 31 30 29 28 26 25 24 23 46 41 56 54 42 43 52 5045 48 4044 62 60 5849 57 55 53 51 64 47 63 61 59 65 66 67 27 3x6 5x8 5x6 4x6 3x4 3x8 3x6 2x4 4x8 3x6 5x6 3x8 6x6 3x8 3x6 2x4 2x4 2x4 6x6 8x10 10x10 3x4 3x6 3x6 3x6 8x8 3x6 2x4 3x6 3x6 2x4 3x8 3x6 2x4 2x4 2x4 3x6 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 2x4 2x4 2x4 2x4 5-9-1 8-1-8 8-1-8 9-6-14 1-5-6 15-11-8 6-4-10 18-10-5 2-10-13 23-0-0 4-1-11 26-4-12 3-4-12 33-11-3 7-6-7 35-11-0 1-11-13 38-10-15 2-11-15 39-6-4 0-7-5 44-8-0 5-1-12 -1-0-0 1-0-0 6-5-12 6-5-12 8-1-8 1-7-12 12-8-0 4-6-8 15-11-8 3-3-8 18-7-3 2-7-11 18-10-5 0-3-2 23-0-0 4-1-11 26-4-12 3-4-12 28-5-10 2-0-13 33-11-3 5-5-10 39-6-4 5-7-1 44-8-0 5-1-12 1-0-012-0-01-1-124-7-212-0-07.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:0-5-8,0-2-0], [15:0-4-4,0-2-4], [22:Edge,0-1-12], [24:0-2-8,0-1-8], [28:0-2-8,0-1-8], [33:0-4-4,0-3-12], [38:0-2-8,0-1-8], [43:0-4-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.68 0.75 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.49 0.26 (loc) 32-33 36-38 26 l/defl >999 >869 n/a L/d 240 180 n/a PLATES MT20 Weight: 495 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-35,2-39,5-36: 2x4 SPF No.2, 22-23: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-12 max.): 6-15. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 5-0-2 oc bracing: 25-26 5-2-0 oc bracing: 24-25 6-0-0 oc bracing: 23-24. WEBS 1 Row at midpt 6-31, 5-36, 3-36 JOINTS 1 Brace at Jt(s): 33, 40, 41, 42, 45, 46, 47, 52, 58, 59, 61, 66 REACTIONS.All bearings 9-0-8 except (jt=length) 39=0-3-8, 27=0-3-8. (lb) - Max Horz 39=280(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 39, 26, 25, 24, 27 except 23=-824(LC 10) Max Grav All reactions 250 lb or less at joint(s) 23 except 39=1662(LC 1), 26=585(LC 1), 25=289(LC 1), 24=1830(LC 1), 27=431(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2379/159, 3-5=-1844/206, 5-6=-2595/275, 6-7=-1572/224, 7-8=-1571/224, 8-9=-1549/225, 9-10=-1549/225, 10-11=-571/100, 11-12=-572/114, 12-13=-572/114, 13-14=-572/114, 14-15=-572/114, 19-20=-115/1415, 20-21=-138/1514, 21-22=-160/1468, 22-23=-108/863, 2-39=-1589/164 BOT CHORD 38-39=-300/459, 36-38=-181/1951, 32-33=-204/2230, 31-32=-204/2215, 30-31=-157/1065, 28-30=-125/1167, 27-28=-25/281, 26-27=-25/281, 25-26=-1254/183, 24-25=-1254/183 WEBS 6-33=-123/1650, 31-46=-30/827, 41-46=-29/822, 41-56=-101/929, 54-56=-128/998, 15-54=-124/972, 28-42=-933/151, 15-42=-796/130, 28-43=-133/1231, 43-52=-90/1237, 50-52=-93/1331, 19-50=-97/1344, 2-38=0/1499, 6-44=-840/86, 31-44=-754/63, 5-36=-1922/250, 3-36=-569/146, 5-33=-136/1337, 33-36=-251/2815, 10-62=-1138/162, 40-62=-1154/164, 40-60=-1107/119, 58-60=-1098/116, 49-58=-1120/105, 49-57=-1307/80, 41-57=-1389/105, 41-55=-1500/153, 53-55=-1505/162, 42-53=-1524/165, 42-43=-1449/153, 43-51=-1812/187, 26-51=-1760/191, 19-24=-1282/121, 24-65=-1356/195, 65-66=-1294/187, 22-66=-1293/185, 20-65=-258/29 NOTES-(12-13) 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) The Fabrication Tolerance at joint 2 = 8%Continued on page 2 January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss GE09 Truss Type GABLE Qty 1 Ply 1 15 Bear Creek States Job Reference (optional) I35930657 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:48:44 2019 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-1RKZoSsAa?yPw2UMBzrR0hj44sg7qkY?woj?V8zsSVX NOTES-(12-13) 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 39, 26, 25, 24, 27 except (jt=lb) 23=824. 10) 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. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss GE10 Truss Type GABLE Qty 1 Ply 1 15 Bear Creek States Job Reference (optional) I35930658 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:48:45 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-Vdty0otoLJ4GYC3YkgMgYuFLyG9oZPb98STY1bzsSVW Scale = 1:43.4 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 113x4 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-0-14 13-0-14 0-0-47-7-87.00 12 Plate Offsets (X,Y)-- [11:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.29 0.15 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 160 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-0-14. (lb) - Max Horz 1=218(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 12, 13, 14, 15, 16, 17, 18, 19 Max Grav All reactions 250 lb or less at joint(s) 1, 11, 12, 13, 14, 15, 16, 17, 18, 19 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) 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) 1, 11, 12, 13, 14, 15, 16, 17, 18, 19. 8) 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. 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.). January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss M02 Truss Type MONOPITCH Qty 6 Ply 1 15 Bear Creek States Job Reference (optional) I35930659 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:48:46 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-zqRKD8uR6cD7AMdlIOtv56oVegTWItjIN6C6Z1zsSVV Scale = 1:17.3 1 2 3 5 4 2x4 3x8 2x4 5-3-8 5-3-8 -1-0-0 1-0-0 5-3-8 5-3-8 0-9-02-6-30-3-84.00 12 Plate Offsets (X,Y)-- [4:0-1-15,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.36 0.24 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.06 -0.09 0.00 (loc) 4-5 4-5 l/defl >974 >684 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=278/0-3-8, 4=194/0-1-8 Max Horz 5=76(LC 6) Max Uplift 5=-85(LC 4), 4=-71(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 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; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 8) 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. 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.). January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss M03 Truss Type Monopitch Qty 2 Ply 1 15 Bear Creek States Job Reference (optional) I35930660 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:48:46 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-zqRKD8uR6cD7AMdlIOtv56oN4gOwItLIN6C6Z1zsSVV Scale = 1:19.7 1 2 3 4 5 2x4 3x8 3x4 3x4 2x4 0-7-12 0-7-12 7-2-12 6-7-0 -1-0-0 1-0-0 7-3-8 7-3-8 0-9-03-2-30-3-84.00 12 Plate Offsets (X,Y)-- [2:0-5-1,0-4-0], [5:0-1-14,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.84 0.54 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.40 0.00 (loc) 2-5 2-5 l/defl >539 >216 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 3-9-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=352/0-3-0, 5=283/0-1-8 Max Horz 2=83(LC 4) Max Uplift 2=-41(LC 4), 5=-40(LC 4) 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 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.). January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss M04 Truss Type MONOPITCH Qty 6 Ply 1 15 Bear Creek States Job Reference (optional) I35930661 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:48:47 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-R0?iRUu3twL_nWCxs5P8dJLf24pE1K0Scmyf5TzsSVU Scale = 1:16.3 1 2 3 6 4 5 2x4 3x8 2x4 0-7-12 0-7-12 5-2-12 4-7-0 -1-0-0 1-0-0 5-3-8 5-3-8 0-9-02-6-30-3-84.00 12 Plate Offsets (X,Y)-- [4:0-1-13,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.44 0.21 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.04 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=318/0-3-0, 4=154/0-1-8 Max Horz 5=76(LC 6) Max Uplift 5=-97(LC 4), 4=-59(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 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; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 8) 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. 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.). January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss M07 Truss Type JACK-CLOSED Qty 6 Ply 1 15 Bear Creek States Job Reference (optional) I35930662 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:48:49 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-OP7Ss9wJPXbi1pMKzWRcikQ_htTPV7sk34RmAMzsSVS Scale = 1:61.2 1 2 3 4 6 5 8 7 9 10 11 12 4x6 5x12 4x10 3x6 4x8 3x4 3x4 3x6 0-3-8 0-3-8 10-1-0 9-9-8 -1-0-0 1-0-0 0-3-8 0-3-8 4-8-6 4-4-14 10-1-0 5-4-10 3-6-104-11-1011-5-37-1-1211-5-37.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [4:0-8-8,Edge], [7:0-3-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.43 0.36 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.24 0.14 (loc) 5-6 5-6 11 l/defl >999 >500 n/a L/d 240 180 n/a PLATES MT20 Weight: 82 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8: 2x4 SPF 2100F 1.8E, 4-5: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-7, 3-5 JOINTS 1 Brace at Jt(s): 7 REACTIONS.(lb/size)10=458/0-3-0, 11=366/0-3-8 Max Horz 10=304(LC 5) Max Uplift 11=-116(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-9=-63/258, 4-9=-63/258 WEBS 2-10=-460/23, 4-11=-370/122 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 10, 11 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 capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=116. 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.). January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss PB01 Truss Type GABLE Qty 9 Ply 1 15 Bear Creek States Job Reference (optional) I35930663 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:48:51 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-KnFDGrxZx9rPG7Wi5xT4o9VO5hD3z7G1XOwtEEzsSVQ Scale = 1:28.7 2 3 4 5 6 10 9 8 1 7 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 15-0-15 15-0-15 7-6-7 7-6-7 15-0-15 7-6-7 4-4-120-1-40-1-87.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.18 0.09 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-0-15. (lb) - Max Horz 1=-98(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6 except 9=266(LC 1), 10=310(LC 10), 8=310(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 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, 7, 2, 10, 8. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss PBE01 Truss Type GABLE Qty 1 Ply 1 15 Bear Creek States Job Reference (optional) I35930664 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:48:52 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-o_obUByBiSzGuH5vfe_JKN2aA5Z2ibFBl2fQnhzsSVP Scale = 1:28.7 Sheet Front Full Sheathing 1 Ply 7/16OSB8 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 1 11 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-0-15 15-0-15 7-6-7 7-6-7 15-0-15 7-6-7 4-4-120-1-40-1-87.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.10 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 111 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-0-15. (lb) - Max Horz 1=-98(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 2, 10, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 1, 11, 2, 10, 15, 16, 17, 18, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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, 2, 10, 16, 17, 18, 14, 13, 12. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss T01 Truss Type COMMON Qty 3 Ply 1 15 Bear Creek States Job Reference (optional) I35930665 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:48:53 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-GAMzhXzqTm57VRg5CMWYtabdNUluRxwK_iPzJ7zsSVO Scale = 1:57.4 1 2 3 4 5 6 10 9 8 7 4x6 2x4 3x6 3x8 3x4 3x4 2x4 3x8 3x8 9-8-8 9-8-8 19-3-8 9-7-0 -1-0-0 1-0-0 3-10-4 3-10-4 9-8-8 5-10-4 15-6-10 5-10-2 19-3-8 3-8-14 1-3-09-4-11-4-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.58 0.64 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.43 0.02 (loc) 9-10 9-10 7 l/defl >999 >533 n/a L/d 240 180 n/a PLATES MT20 Weight: 81 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-10,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=831/0-3-8, 7=758/Mechanical Max Horz 10=236(LC 5) Max Uplift 10=-59(LC 6), 7=-23(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-681/129, 4-5=-681/130 BOT CHORD 9-10=-101/554, 7-9=-18/548 WEBS 4-9=-41/461, 3-10=-705/77, 5-7=-715/98 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 10, 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.). January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss T02 Truss Type COMMON Qty 5 Ply 1 15 Bear Creek States Job Reference (optional) I35930666 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:48:54 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-kMwLvt_SE4D_7bFHm31nPo7ntu5cAOgUDM8XrZzsSVN Scale = 1:57.4 1 2 3 4 9 8 7 6 5 10 11 12 2x4 5x6 3x6 3x4 3x4 4x6 3x4 5x8 3x6 9-8-8 9-8-8 16-3-8 6-7-0 3-10-4 3-10-4 9-8-8 5-10-4 16-3-8 6-7-0 1-3-09-4-13-10-41-0-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.66 0.68 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.52 0.05 (loc) 8-9 8-9 11 l/defl >924 >367 n/a L/d 240 180 n/a PLATES MT20 Weight: 79 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-9,4-10: 2x4 SPF-S Stud, 3-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-6 REACTIONS.(lb/size)9=681/0-3-8, 11=728/Mechanical Max Horz 9=198(LC 5) Max Uplift 9=-10(LC 6), 11=-36(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-577/106 BOT CHORD 8-9=-146/493, 6-8=0/353 WEBS 3-8=0/410, 2-9=-605/85, 6-10=0/492, 4-10=0/492, 3-6=-503/8, 4-11=-732/52 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) 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, 11. 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.). January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss T03 Truss Type MONOPITCH Qty 2 Ply 1 15 Bear Creek States Job Reference (optional) I35930667 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:48:55 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-CZUk6D?4?NLrlkpTKnY0y?gzTIV8vrPdS0u4N?zsSVM Scale = 1:58.7 1 2 3 7 6 5 4 8 9 3x6 4x6 2x4 3x4 3x4 3x4 2x4 2x4 2x4 3-10-9 3-10-9 11-3-8 7-4-15 3-10-9 3-10-9 11-3-8 7-4-15 1-3-010-7-151-0-010-7-1510.00 12 Plate Offsets (X,Y)-- [3:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.61 0.40 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.23 0.02 (loc) 5-6 5-6 9 l/defl >999 >564 n/a L/d 240 180 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-7: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-5, 3-9 REACTIONS.(lb/size)7=440/0-3-8, 9=433/Mechanical Max Horz 7=295(LC 6) Max Uplift 9=-174(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-462/0, 1-7=-426/0 BOT CHORD 6-7=-281/27, 5-6=-172/347 WEBS 5-8=-59/278, 3-8=-59/278, 2-5=-390/193, 1-6=0/370, 3-9=-433/176 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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) 9=174. 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.). January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss T06 Truss Type COMMON Qty 6 Ply 1 15 Bear Creek States Job Reference (optional) I35930668 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:48:56 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-hl26KZ?ilhTiMuOguU3FVDD8kiiCeBYmggddwSzsSVL Scale = 1:75.1 1 2 3 4 5 6 7 8 14 13 12 11 10 915161718 3x6 4x8 3x6 5x10 MT18HS 4x6 4x6 2x4 4x8 3x8 3x8 5x8 3x6 3x8 5x8 11-11-10 11-11-10 23-11-9 11-11-15 34-10-0 10-10-7 8-1-7 8-1-7 16-6-12 8-5-5 23-11-9 7-4-13 29-8-12 5-9-4 34-10-0 5-1-4 2-1-1111-9-101-1-127.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.64 0.99 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.74 -1.12 0.09 (loc) 10-12 10-12 9 l/defl >558 >369 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 151 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 13-14: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-12,6-10,7-10,7-9: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 4-10, 2-14, 7-9 REACTIONS.(lb/size)14=1694/0-3-8, 9=1581/Mechanical Max Horz 14=-289(LC 4) Max Uplift 14=-57(LC 6), 9=-64(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-388/110, 2-4=-1976/241, 4-6=-2210/317, 6-7=-2177/178, 7-8=-432/29, 1-14=-354/102, 8-9=-299/47 BOT CHORD 12-14=-85/1670, 10-12=0/1300, 9-10=-83/1811 WEBS 4-12=-47/831, 4-10=-167/993, 6-10=-439/210, 2-14=-1853/84, 7-9=-1974/167 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 9. 8) 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. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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.). January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss T07 Truss Type ROOF SPECIAL Qty 1 Ply 1 15 Bear Creek States Job Reference (optional) I35930669 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:48:57 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-9xcUXu0KW?bZ_2zsRBaU1QlHw64?NfswvKNBSuzsSVK Scale = 1:74.6 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10171819202122 3x8 4x8 3x8 3x4 3x6 3x4 3x6 4x8 3x4 5x6 3x8 MT18HS 3x6 3x4 5x8 2x4 4-6-15 4-6-15 14-7-14 10-1-0 22-6-8 7-10-10 32-11-0 10-4-8 -0-11-0 0-11-0 4-6-15 4-6-15 9-9-8 5-2-10 18-7-3 8-9-11 27-4-14 8-9-11 32-11-0 5-6-2 1-0-011-10-33-6-07.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.74 0.89 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.76 0.08 (loc) 13-15 13-15 10 l/defl >999 >513 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 148 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-11,9-10,6-13: 2x4 SPF No.2, 8-10,2-16,4-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 8-10 REACTIONS.(lb/size)16=1599/0-3-8, 10=1602/0-3-8 Max Horz 16=316(LC 5) Max Uplift 16=-97(LC 6), 10=-46(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2241/116, 3-4=-2203/196, 4-6=-1781/231, 6-8=-1575/219, 2-16=-1610/123 BOT CHORD 15-16=-306/299, 13-15=-111/1726, 11-13=0/1155, 10-11=-13/1146 WEBS 6-11=-59/364, 8-11=-52/290, 8-10=-1650/111, 6-13=-66/835, 4-13=-528/213, 4-15=-10/268, 2-15=0/1733 NOTES-(9-10) 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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.). January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss T08 Truss Type ROOF SPECIAL Qty 4 Ply 1 15 Bear Creek States Job Reference (optional) I35930670 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:48:58 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-d8AslE1yHIjQcCY2?v5jaeIS5VSn64z38_6k_KzsSVJ Scale = 1:73.7 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12212223 3x6 6x8 3x6 3x4 2x4 2x4 4x10 5x12 2x4 2x4 3x6 5x8 4x6 4x6 3x6 4x8 2x4 3x12 2x4 2-3-8 2-3-8 6-7-1 4-3-9 12-5-8 5-10-7 18-7-3 6-1-11 22-6-8 3-11-5 32-11-0 10-4-8 -0-11-0 0-11-0 2-3-8 2-3-8 6-7-1 4-3-9 12-5-8 5-10-7 18-7-3 6-1-11 27-4-14 8-9-11 32-11-0 5-6-2 1-0-011-10-33-6-00-8-07.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [10:0-2-5,0-2-1], [13:0-4-0,0-3-4], [16:0-4-8,0-2-0], [18:0-3-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.71 0.73 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.38 0.14 (loc) 12-13 12-13 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 172 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-16,7-14,7-13: 2x4 SPF No.2, 11-12,2-20: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 6-15, 10-12 REACTIONS.(lb/size)20=1446/0-3-8, 12=1509/0-3-8 Max Horz 20=316(LC 5) Max Uplift 20=-97(LC 6), 12=-47(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2333/162, 3-4=-2354/257, 4-6=-1849/197, 6-7=-1855/320, 7-8=-1463/281, 8-10=-1422/186, 2-20=-1409/133 BOT CHORD 17-18=-144/1922, 16-17=-143/1923, 13-14=0/1050, 12-13=0/1056 WEBS 6-16=-383/188, 14-16=0/1022, 7-16=-210/958, 10-13=0/316, 10-12=-1536/53, 2-18=-191/1900, 4-17=0/257, 4-16=-479/107, 8-13=-280/132, 7-13=-150/421 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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.). January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss T08A Truss Type ROOF SPECIAL Qty 1 Ply 1 15 Bear Creek States Job Reference (optional) I35930671 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:49:02 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-VvPNac4TLXEs4psqElAfkUS7m7sN2wcf3b4y75zsSVF Scale = 1:74.7 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12222324 3x6 6x8 5x6 2x4 3x4 2x4 2x4 4x10 5x12 2x4 2x4 5x6 3x4 6x8 6x6 4x8 2x4 3x12 4x8 3x6 0-1-152-3-8 2-3-8 6-7-0 4-3-8 12-5-8 5-10-8 18-7-3 6-1-11 22-6-8 3-11-5 30-4-1 7-9-9 32-11-0 2-6-15 -0-11-0 0-11-0 2-3-8 2-3-8 6-7-0 4-3-8 12-5-8 5-10-8 18-7-3 6-1-11 27-4-14 8-9-11 30-4-1 2-11-3 32-11-0 2-6-15 1-0-04-10-211-10-34-10-20-8-07.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [14:0-3-0,0-3-4], [17:0-4-8,0-2-0], [19:0-3-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.79 0.56 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.28 0.13 (loc) 14-15 17-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 172 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-17,7-15: 2x4 SPF No.2, 2-21: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 10-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-16, 8-15 REACTIONS.(lb/size)12=1464/0-3-8, 21=1422/0-3-8 Max Horz 21=329(LC 5) Max Uplift 12=-50(LC 7), 21=-96(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2299/160, 3-4=-2325/265, 4-6=-1804/197, 6-7=-1819/324, 7-8=-1259/223, 8-9=-1374/183, 9-10=-935/151, 10-11=-778/99, 11-12=-1457/107, 2-21=-1388/133 BOT CHORD 18-19=-150/1883, 17-18=-150/1883, 14-15=0/1166, 13-14=0/1036 WEBS 6-17=-394/193, 15-17=0/981, 7-17=-219/971, 9-14=0/304, 9-13=-687/18, 10-13=-599/110, 11-13=-82/1565, 2-19=-185/1881, 4-18=0/257, 4-17=-479/108, 7-15=-55/366, 8-15=-350/126 NOTES-(9-10) 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 21. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss T09 Truss Type ROOF SPECIAL Qty 1 Ply 1 15 Bear Creek States Job Reference (optional) I35930672 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:49:04 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-SHX7?I6jt8UZK70CMAC7pvYTKwVgWohyWvZ3C_zsSVD Scale = 1:83.9 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 25 3x6 8x16 4x8 5x12 5x8 5x6 3x4 2x4 2x4 5x8 5x12 2x4 2x4 2x4 10x16 2x4 3x8 8x8 2x4 5x12 5x6 2x4 3x12 0-1-152-3-8 2-3-8 6-7-1 4-3-9 12-5-8 5-10-7 18-7-3 6-1-11 23-0-0 4-4-13 27-5-13 4-5-13 34-0-14 6-7-1 35-11-0 1-10-2 -0-11-0 0-11-0 2-3-8 2-3-8 6-7-1 4-3-9 12-5-8 5-10-7 18-7-3 6-1-11 23-0-0 4-4-13 27-5-13 4-5-13 34-0-14 6-7-1 35-11-0 1-10-2 1-0-06-6-211-10-31-0-04-7-26-6-27.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-0], [7:1-1-8,0-2-8], [9:0-4-0,Edge], [11:0-4-11,Edge], [17:Edge,0-3-8], [18:0-3-8,0-1-8], [20:0-4-8,0-2-0], [22:0-3-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.73 0.76 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.54 -1.27 0.71 (loc) 17-18 15-16 13 l/defl >789 >336 n/a L/d 240 180 n/a PLATES MT20 Weight: 192 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 9-10: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 13-16: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 8-17,7-17,7-16: 2x4 SPF 2100F 1.8E, 7-20,10-14,7-18: 2x4 SPF No.2 2-24,12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-4-0 max.): 10-11. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 6-19, 8-17, 10-16 2 Rows at 1/3 pts 7-17, 10-14 REACTIONS.(lb/size)24=1537/0-3-8, 13=1485/0-3-8 Max Horz 24=276(LC 5) Max Uplift 24=-93(LC 6), 13=-71(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2495/207, 3-4=-2518/303, 4-6=-2029/213, 6-7=-2040/338, 7-8=-3234/373, 8-10=-3361/297, 10-11=-1499/139, 11-12=-1725/124, 2-24=-1500/150, 12-13=-1570/94 BOT CHORD 21-22=-235/2074, 20-21=-234/2075, 17-18=-30/1192, 15-16=-416/5810, 14-15=-421/5807 WEBS 6-20=-385/190, 16-17=-62/3185, 18-20=-32/1161, 7-20=-228/986, 7-17=-3333/82, 7-16=-286/5210, 10-16=-3187/277, 11-14=0/455, 12-14=-105/1766, 2-22=-273/2033, 10-14=-4430/337, 4-21=0/257, 4-20=-477/114 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 13. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss T09A Truss Type ROOF SPECIAL Qty 1 Ply 1 15 Bear Creek States Job Reference (optional) I35930673 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:49:06 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-OgfuQz7zPmkHZR9bTaEbvKdlvk8D_iJF_D29GtzsSVB Scale = 1:77.7 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 3x6 8x16 5x10 MT18HS 5x12 4x6 10x10 3x6 8x8 2x4 10x16 3x4 4x8 3x6 4x8 4x6 2x4 3x8 2x4 0-1-156-7-1 6-7-1 12-5-8 5-10-7 18-7-3 6-1-11 23-0-0 4-4-13 24-7-8 1-7-8 31-2-9 6-7-1 35-11-0 4-8-7 -0-11-0 0-11-0 6-7-1 6-7-1 12-5-8 5-10-7 18-7-3 6-1-11 23-0-0 4-4-13 24-7-8 1-7-8 31-2-9 6-7-1 35-11-0 4-8-7 1-0-08-2-211-10-31-0-04-7-28-2-27.00 12 Plate Offsets (X,Y)-- [6:1-1-12,0-3-0], [8:0-5-0,0-1-13], [9:0-6-0,0-0-9], [10:Edge,0-1-12], [12:0-2-8,0-2-0], [13:0-2-8,0-2-0], [15:Edge,0-3-8], [19:0-2-8,0-1-8], [20:0-1-12,0-0-0], [20:Edge,0-8-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.98 0.88 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.40 -0.87 0.51 (loc) 15 15-16 11 l/defl >999 >491 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 192 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-15,6-14: 2x4 SPF 2100F 1.8E, 6-17,6-16: 2x4 SPF No.2 2-20,10-11: 2x4 SPF-S Stud, 6-15: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-8 max.): 8-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-15, 6-17 2 Rows at 1/3 pts 6-15 REACTIONS.(lb/size)20=1624/0-3-8, 11=1559/0-3-8 Max Horz 20=274(LC 5) Max Uplift 20=-92(LC 6), 11=-71(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2291/156, 3-5=-2037/197, 5-6=-2048/321, 6-7=-3491/379, 7-8=-3605/323, 8-9=-3749/313, 9-10=-2264/181, 2-20=-1555/155, 10-11=-1520/131 BOT CHORD 19-20=-263/331, 17-19=-206/1893, 16-17=-31/1304, 15-16=-31/1304, 13-14=-214/3723, 12-13=-94/1919 WEBS 14-15=-62/3474, 3-17=-290/106, 6-17=-201/835, 8-14=-1508/123, 8-13=-827/140, 9-13=-140/2048, 10-12=-73/1787, 5-17=-392/189, 6-15=-3653/86, 6-14=-293/5624, 2-19=0/1574, 6-16=0/324 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 11. 8) 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss T10 Truss Type PIGGYBACK BASE Qty 6 Ply 1 15 Bear Creek States Job Reference (optional) I35930674 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:49:08 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-K3merf9ExN_?pkJzb?H3_li85XoMSd0XRXXGLlzsSV9 Scale = 1:82.7 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 112021 3x8 5x8 6x10 3x6 5x8 WB 6x16 3x6 3x6 6x8 4x8 6x6 2x4 4x8 3x4 3x8 3x12 8x10 4x8 8-1-8 8-1-8 15-11-8 7-10-0 18-10-5 2-10-13 26-4-12 7-6-7 33-11-3 7-6-7 44-8-0 10-8-13 -0-11-0 0-11-0 8-1-8 8-1-8 15-11-8 7-10-0 18-10-5 2-10-13 26-4-12 7-6-7 33-11-3 7-6-7 39-6-12 5-7-8 44-8-0 5-1-4 1-0-012-0-01-1-124-7-27-4-147.00 12 3.56 12 Plate Offsets (X,Y)-- [2:0-4-5,Edge], [6:0-4-8,0-2-0], [8:0-6-4,0-1-12], [15:0-2-8,0-3-0], [19:0-0-0,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.81 0.97 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -0.91 0.44 (loc) 14-15 16-18 11 l/defl >999 >582 n/a L/d 240 180 n/a PLATES MT20 Weight: 183 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-8,8-10: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 17-19,11-13: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-19,10-11: 2x6 SPF No.2, 2-18: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-5-3 max.): 6-8. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 5-15, 6-14, 9-11 REACTIONS.(lb/size)19=1951/0-5-8, 11=1932/Mechanical Max Horz 19=282(LC 5) Max Uplift 19=-98(LC 6), 11=-26(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4792/410, 3-5=-4382/398, 5-6=-3529/385, 6-7=-3026/348, 7-8=-3026/348, 8-9=-2727/274, 9-10=-495/18, 2-19=-2039/266, 10-11=-358/39 BOT CHORD 18-19=-309/646, 16-18=-411/4210, 15-16=-266/3653, 14-15=-219/3017, 12-14=-66/2286, 11-12=-154/2214 WEBS 3-16=-367/196, 5-16=-73/1287, 5-15=-1403/214, 6-15=-123/1489, 7-14=-504/211, 8-14=-208/1098, 8-12=0/320, 2-18=-171/3485, 9-11=-2380/270 NOTES-(12-13) 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 11. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss T11 Truss Type PIGGYBACK BASE Qty 3 Ply 1 15 Bear Creek States Job Reference (optional) I35930675 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:49:11 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-leSnThB6DIMagC2YG8qmcNKf8lpyf_v_7Vmwy4zsSV6 Scale = 1:83.4 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 122122 3x8 5x8 6x10 5x8 WB 6x16 3x6 3x6 6x8 4x8 6x6 2x4 4x8 3x4 3x8 3x12 8x10 10x10 8-1-8 8-1-8 15-11-8 7-10-0 18-10-5 2-10-13 26-4-12 7-6-7 33-11-3 7-6-7 44-11-0 10-11-13 -0-11-0 0-11-0 8-1-8 8-1-8 15-11-8 7-10-0 18-10-5 2-10-13 26-4-12 7-6-7 33-11-3 7-6-7 39-9-0 5-9-12 44-11-0 5-2-0 45-10-0 0-11-0 1-0-012-0-01-0-04-7-27-4-147.00 12 3.56 12 Plate Offsets (X,Y)-- [2:0-4-5,Edge], [6:0-4-8,0-2-0], [8:0-6-4,0-1-12], [10:0-2-12,0-1-10], [12:Edge,0-2-4], [16:0-2-8,0-3-0], [20:0-0-0,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.82 0.97 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -0.92 0.45 (loc) 15-16 17-19 12 l/defl >999 >579 n/a L/d 240 180 n/a PLATES MT20 Weight: 185 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-8,8-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 18-20,12-14: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-20,10-12: 2x6 SPF No.2, 2-19: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 6-8. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 5-16, 6-15, 9-12 REACTIONS.(lb/size)20=1961/0-5-8, 12=2011/0-3-8 Max Horz 20=272(LC 5) Max Uplift 20=-99(LC 6), 12=-60(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4821/395, 3-5=-4416/380, 5-6=-3560/374, 6-7=-3062/342, 7-8=-3062/342, 8-9=-2785/270, 9-10=-623/19, 2-20=-2050/261, 10-12=-512/80 BOT CHORD 19-20=-297/648, 17-19=-366/4235, 16-17=-249/3682, 15-16=-205/3044, 13-15=-36/2335, 12-13=-129/2306 WEBS 3-17=-363/197, 5-17=-62/1294, 5-16=-1408/210, 6-16=-119/1495, 6-15=-251/251, 7-15=-503/211, 8-15=-209/1083, 8-13=0/348, 2-19=-157/3508, 9-12=-2315/269 NOTES-(11-12) 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12. 8) 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. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 2 15 Bear Creek States Job Reference (optional) I35930676 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:49:14 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-9D8v5iD?WDk9Xfm7xGOUD0yGky_YsN4QpT_aYPzsSV3 Scale = 1:42.5 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 8x16 4x8 8x16 10x10 3x8 8x8 3x8 8x8 3-5-6 3-5-6 6-9-8 3-4-2 10-1-10 3-4-2 13-7-0 3-5-6 3-5-6 3-5-6 6-9-8 3-4-2 10-1-10 3-4-2 13-7-0 3-5-6 1-3-06-10-151-3-010.00 12 Plate Offsets (X,Y)-- [1:1-2-12,0-4-0], [5:1-2-12,0-4-0], [6:0-0-0,0-2-12], [7:0-3-8,0-4-0], [9:0-3-8,0-4-0], [10:0-0-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.41 0.40 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.11 0.02 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 169 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-8,1-9,5-7: 2x4 SPF No.2, 1-10,5-6: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=6242/0-5-8, 6=6279/0-5-8 Max Horz 10=-162(LC 3) Max Uplift 10=-128(LC 5), 6=-129(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6046/156, 2-3=-4719/181, 3-4=-4719/181, 4-5=-6051/156, 1-10=-5194/125, 5-6=-5196/124 BOT CHORD 9-10=-158/652, 8-9=-134/4582, 7-8=-68/4586, 6-7=-15/660 WEBS 3-8=-165/5738, 4-8=-1487/117, 4-7=-30/1818, 2-8=-1481/117, 2-9=-29/1810, 1-9=-59/4122, 5-7=-60/4119 NOTES-(10-11) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-7 2x4 - 1 row at 0-7-0 oc, member 2-9 2x4 - 1 row at 0-7-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 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=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=128, 6=129. 8) 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. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1912 lb down and 38 lb up at 1-9-12, 1912 lb down and 38 lb up at 3-9-12, 1912 lb down and 38 lb up at 5-9-12, 1912 lb down and 38 lb up at 7-9-12, and 1912 lb down and 38 lb up at 9-9-12, and 1912 lb down and 38 lb up at 11-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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.). LOAD CASE(S) Standard Continued on page 2 January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 2 15 Bear Creek States Job Reference (optional) I35930676 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:49:14 2019 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-9D8v5iD?WDk9Xfm7xGOUD0yGky_YsN4QpT_aYPzsSV3 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-10=-20 Concentrated Loads (lb) Vert: 11=-1912(F) 12=-1912(F) 13=-1912(F) 14=-1912(F) 15=-1912(F) 16=-1912(F) 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss TG02 Truss Type COMMON GIRDER Qty 1 Ply 2 15 Bear Creek States Job Reference (optional) I35930677 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:49:16 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-5bFgWOFF2q_smzwW3hQyJR2Z7mhEKFVjHnThdIzsSV1 Scale = 1:40.7 1 2 3 7 6 5 4 8 9 10 11 12 4x6 4x8 4x6 3x8 3x8 10x10 10x10 4-2-11 4-2-11 8-2-13 4-0-3 12-5-8 4-2-11 6-2-12 6-2-12 12-5-8 6-2-12 1-3-06-5-51-3-010.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [3:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.61 0.33 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.12 0.01 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 138 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-7,3-4: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=4598/0-3-8 (req. 0-3-10), 4=5747/0-5-8 Max Horz 7=-150(LC 3) Max Uplift 7=-214(LC 5), 4=-266(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4643/263, 2-3=-4678/264, 1-7=-3785/196, 3-4=-3801/197 BOT CHORD 6-7=-205/534, 5-6=-122/2543, 4-5=-94/590 WEBS 2-5=-131/2946, 2-6=-128/2864, 1-6=-174/3066, 3-5=-175/3036 NOTES-(11-12) 1) 2-ply truss to be connected together with 10d (0.131"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 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 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=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) WARNING: Required bearing size at joint(s) 7 greater than input bearing size. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=214, 4=266. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1561 lb down and 76 lb up at 1-11-4, 1561 lb down and 76 lb up at 3-11-4, 1561 lb down and 76 lb up at 5-11-4, 1561 lb down and 76 lb up at 7-11-4, and 1561 lb down and 76 lb up at 9-11-4, and 1567 lb down and 72 lb up at 11-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) StandardContinued on page 2 January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss TG02 Truss Type COMMON GIRDER Qty 1 Ply 2 15 Bear Creek States Job Reference (optional) I35930677 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:49:16 2019 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-5bFgWOFF2q_smzwW3hQyJR2Z7mhEKFVjHnThdIzsSV1 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-7=-20 Concentrated Loads (lb) Vert: 6=-1561(F) 8=-1561(F) 9=-1561(F) 10=-1561(F) 11=-1561(F) 12=-1567(F) 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss TG03 Truss Type HALF HIP GIRDER Qty 1 Ply 1 15 Bear Creek States Job Reference (optional) I35930678 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:49:17 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-Znp2kkGtp86jO7VicOxBreajwAyd3mvsVRDF9kzsSV0 Scale = 1:23.1 1 2 3 4 5 9 8 7 6 10 11 2x4 10x10 5x12 2x4 3x8 8x8 4x6 2-9-0 2-9-0 5-3-8 2-6-8 7-4-0 2-0-8 2-9-0 2-9-0 5-3-8 2-6-8 7-4-0 2-0-8 1-9-03-4-51-0-03-6-31-0-04.00 12 Plate Offsets (X,Y)-- [7:0-7-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.67 0.70 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.01 (loc) 7-8 7-8 6 l/defl >999 >787 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-7: 2x6 SPF No.2, 5-6: 2x6 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-10 max.): 4-7, 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=968/Mechanical, 9=1810/0-3-8 Max Horz 9=132(LC 5) Max Uplift 6=-76(LC 5), 9=-80(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1148/55, 4-7=-564/95, 4-5=-1083/97, 1-9=-993/59 BOT CHORD 7-8=-147/1835, 6-7=-89/1086 WEBS 2-8=-35/903, 2-4=-1154/112, 4-8=-788/42, 1-8=-45/1163 NOTES-(12-13) 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 9. 8) 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 745 lb down and 31 lb up at 0-1-12, and 738 lb down and 35 lb up at 2-4-12, and 738 lb down and 35 lb up at 4-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-60, 6-9=-20 Continued on page 2 January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss TG03 Truss Type HALF HIP GIRDER Qty 1 Ply 1 15 Bear Creek States Job Reference (optional) I35930678 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:49:17 2019 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-Znp2kkGtp86jO7VicOxBreajwAyd3mvsVRDF9kzsSV0 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 9=-745(B) 10=-738(B) 11=-738(B) 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss V01 Truss Type GABLE Qty 1 Ply 1 15 Bear Creek States Job Reference (optional) I35930679 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:49:19 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-WAxo9QH7LlNRdQf5kpzfw3g73zk8Xoj9zliLEczsSV_ Scale = 1:33.5 1 2 3 5 4673x8 2x4 2x4 2x4 2x4 10-2-10 10-2-10 0-0-45-11-87.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.37 0.25 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=180/10-2-10, 4=161/10-2-10, 5=546/10-2-10 Max Horz 1=168(LC 5) Max Uplift 4=-20(LC 5), 5=-106(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-344/152 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=106. 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.). January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss V02 Truss Type GABLE Qty 1 Ply 1 15 Bear Creek States Job Reference (optional) I35930680 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:49:20 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-_MVAMmIl63VIFaEHIXVuTHCHxN4JGFpJCPRvl3zsSUz Scale = 1:25.0 1 2 3 5 42x4 2x4 2x4 2x4 2x4 7-4-5 7-4-5 0-0-44-3-87.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.43 0.25 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=77/7-4-5, 4=124/7-4-5, 5=348/7-4-5 Max Horz 1=121(LC 5) Max Uplift 1=-2(LC 4), 4=-14(LC 5), 5=-76(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-261/139 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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, 4, 5. 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.). January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss V03 Truss Type GABLE Qty 1 Ply 1 15 Bear Creek States Job Reference (optional) I35930681 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:49:23 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-OxAJ_nKeO_tt62yszf2b5vqmba4tTcJluNgZMOzsSUw Scale: 3/4"=1' 1 2 3 2x4 2x4 2x4 4-6-0 4-6-0 0-0-42-7-87.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.53 0.33 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=160/4-6-0, 3=160/4-6-0 Max Horz 1=71(LC 5) Max Uplift 1=-3(LC 6), 3=-24(LC 6) 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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, 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.). January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss V05 Truss Type GABLE Qty 1 Ply 1 15 Bear Creek States Job Reference (optional) I35930682 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:49:27 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:SGPsrMIORHY7TCHdjVVp3Szroeb-HjQqq9N9SDNJafGdCV7XFl?UICS3PPjKp_emV9zsSUs Scale = 1:29.3 1 2 3 45x8 5x6 5x8 2x4 11-1-5 11-1-5 5-6-10 5-6-10 11-1-5 5-6-10 0-0-44-7-90-0-410.00 12 Plate Offsets (X,Y)-- [1:0-1-3,Edge], [2:0-2-1,Edge], [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.42 0.31 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=206/11-1-5, 3=206/11-1-5, 4=414/11-1-5 Max Horz 1=-101(LC 4) Max Uplift 1=-14(LC 6), 3=-20(LC 7), 4=-2(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 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.). January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss V06 Truss Type GABLE Qty 1 Ply 1 15 Bear Creek States Job Reference (optional) I35930683 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:49:28 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:SGPsrMIORHY7TCHdjVVp3Szroeb-lv_C1VOnDWV9CprpmCemozXerboK8tmU1eNK1bzsSUr Scale = 1:23.5 1 2 3 42x4 3x4 2x4 2x4 8-3-11 8-3-11 4-1-13 4-1-13 8-3-11 4-1-13 0-0-43-5-90-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.50 0.31 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=176/8-3-11, 3=176/8-3-11, 4=267/8-3-11 Max Horz 1=-75(LC 4) Max Uplift 1=-25(LC 7), 3=-31(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 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.). January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss V07 Truss Type GABLE Qty 1 Ply 1 15 Bear Creek States Job Reference (optional) I35930684 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:49:29 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:SGPsrMIORHY7TCHdjVVp3Szroeb-D5YaFrPP_qd0qzQ0Jw9?KA4tC?BOtKTdGI7tZ1zsSUq Scale = 1:16.8 1 2 3 4 2x4 3x4 2x4 2x4 5-6-1 5-6-1 2-9-1 2-9-1 5-6-1 2-9-1 0-0-42-3-90-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.20 0.13 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-1 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=112/5-6-1, 3=112/5-6-1, 4=170/5-6-1 Max Horz 1=48(LC 5) Max Uplift 1=-16(LC 7), 3=-20(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 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.). January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss V08 Truss Type GABLE Qty 1 Ply 1 15 Bear Creek States Job Reference (optional) I35930685 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:49:29 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:SGPsrMIORHY7TCHdjVVp3Szroeb-D5YaFrPP_qd0qzQ0Jw9?KA4wn?BstKodGI7tZ1zsSUq Scale = 1:8.4 1 2 3 2x4 2x4 2x4 2-8-8 2-8-8 1-4-4 1-4-4 2-8-8 1-4-4 0-0-41-1-90-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.04 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=85/2-8-8, 3=85/2-8-8 Max Horz 1=21(LC 5) Max Uplift 1=-3(LC 6), 3=-3(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 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.). January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss V09 Truss Type GABLE Qty 1 Ply 1 15 Bear Creek States Job Reference (optional) I35930686 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:49:30 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:SGPsrMIORHY7TCHdjVVp3Szroeb-hI5ySBQ1l8ltR7?CtdgEtOd0vPVvcmqnVysR6UzsSUp Scale = 1:28.0 1 2 3 43x8 5x6 3x8 2x4 9-11-13 9-11-13 4-11-14 4-11-14 9-11-13 4-11-15 0-0-44-1-150-0-410.00 12 Plate Offsets (X,Y)-- [1:0-5-13,Edge], [3:0-3-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.33 0.24 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=193/9-11-13, 3=193/9-11-13, 4=351/9-11-13 Max Horz 1=-90(LC 4) Max Uplift 1=-18(LC 6), 3=-23(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 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.). January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss V10 Truss Type GABLE Qty 1 Ply 1 15 Bear Creek States Job Reference (optional) I35930687 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:49:31 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:SGPsrMIORHY7TCHdjVVp3Szroeb-9UfLgXQfWRtk3HaORKBTPb9BBpqJLElwjcc_ewzsSUo Scale = 1:20.7 1 2 3 4 2x4 3x4 2x4 2x4 7-2-3 7-2-3 3-7-1 3-7-1 7-2-3 3-7-1 0-0-42-11-150-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.36 0.23 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=150/7-2-3, 3=150/7-2-3, 4=228/7-2-3 Max Horz 1=64(LC 5) Max Uplift 1=-22(LC 7), 3=-26(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 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.). January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss V11 Truss Type GABLE Qty 1 Ply 1 15 Bear Creek States Job Reference (optional) I35930688 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:49:31 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:SGPsrMIORHY7TCHdjVVp3Szroeb-9UfLgXQfWRtk3HaORKBTPb9F_psfLE3wjcc_ewzsSUo Scale: 1"=1' 1 2 3 4 2x4 3x4 2x4 2x4 4-4-9 4-4-9 2-2-5 2-2-5 4-4-9 2-2-5 0-0-41-9-150-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.12 0.08 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=87/4-4-9, 3=87/4-4-9, 4=131/4-4-9 Max Horz 1=-37(LC 4) Max Uplift 1=-13(LC 7), 3=-15(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 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.). January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss V12 Truss Type GABLE Qty 1 Ply 1 15 Bear Creek States Job Reference (optional) I35930689 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:49:32 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-dgDjtsRHHl?bhQ9b?2iiypiOODBS4g54yGLXAMzsSUn Scale = 1:35.2 1 2 3 4 7 6 583x4 3x4 2x4 2x4 2x4 2x4 2x4 10-9-4 10-9-4 0-0-46-3-67.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.21 0.17 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-9-4. (lb) - Max Horz 1=178(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=446(LC 1), 7=253(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-269/122 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6, 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.). January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss V13 Truss Type GABLE Qty 1 Ply 1 15 Bear Creek States Job Reference (optional) I35930690 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:49:33 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-5sn55CSv238SIajnYlDxV0FVtcVvp8vDBw55iozsSUm Scale = 1:26.8 1 2 3 5 42x4 2x4 2x4 2x4 2x4 7-10-15 7-10-15 0-0-44-7-67.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.48 0.28 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=101/7-10-15, 4=120/7-10-15, 5=371/7-10-15 Max Horz 1=130(LC 5) Max Uplift 4=-15(LC 5), 5=-81(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-278/147 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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) 4, 5. 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.). January 24,2019 16023 Swingley Ridge Rd Chesterfield, 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 15_Bear_Creek_Estates Truss V14 Truss Type Valley Qty 1 Ply 1 15 Bear Creek States Job Reference (optional) I35930691 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 23 13:49:34 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-Z3LTIYTYpMGJwkIz6TlA1Enh10r4Yb1MQaqeFFzsSUl Scale = 1:16.7 1 2 3 4 3x6 2x4 3x6 2x4 5-0-11 5-0-11 4-1-0 4-1-0 5-0-11 0-11-10 0-0-42-4-107.00 12 Plate Offsets (X,Y)-- [1:0-5-12,Edge], [2:0-2-0,0-0-4], [3:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.39 0.29 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-11 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=182/5-0-4, 4=182/5-0-4 Max Horz 1=66(LC 5) Max Uplift 1=-7(LC 6), 4=-16(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 24,2019 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths