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HomeMy WebLinkAboutI33238460.B18801442Re: Liu, Xuegang Pages or sheets covered by this seal: I33238460 thru I33238563 My license renewal date for the state of Indiana is July 31, 2018. B18801442 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: #26 Heritage @ Spring Mill 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). 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. May 4,2018 Job B18801442 Truss GE02 Truss Type GABLE Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238460 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:23:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-btSVrjl04RJz3LAQgskgAZWRQC5f4_2q8xcB2IzJvXy Scale = 1:51.7 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 3x4 3x4 6x6 6x6 3x4 3x4 5x6 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-2-52-10-6 2-10-6 4-4-10 1-6-4 7-6-6 3-1-12 9-0-10 1-6-4 11-11-0 2-10-6 -0-11-0 0-11-0 2-10-6 2-10-6 4-4-10 1-6-4 7-6-6 3-1-12 9-0-10 1-6-4 11-11-0 2-10-6 12-10-0 0-11-0 1-7-06-6-16-8-61-7-03-0-03-6-114.00 12 14.00 12 Plate Offsets (X,Y)-- [6:0-4-0,Edge], [8:0-4-0,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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.22 0.12 0.04 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 120 120 n/a PLATES MT20 Weight: 117 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* 2-24,12-14: 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, and 2-0-0 oc purlins (10-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 11-11-0. (lb) - Max Horz 24=159(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 21, 17, 19, 22, 16, 20 except 24=-312(LC 7), 14=-119(LC 9), 23=-192(LC 8), 15=-167(LC 7) Max Grav All reactions 250 lb or less at joint(s) 14, 21, 17, 19, 22, 16, 15, 18, 20 except 24=360(LC 8), 23=250(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 1-11-7, Interior(1) 1-11-7 to 4-4-10, Exterior(2) 4-4-10 to 7-6-6, Interior(1) 11-9-4 to 12-10-0 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 17, 19, 22, 16, 20 except (jt=lb) 24=312, 14=119, 23=192, 15=167. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 21, 17, 19, 22, 23, 16, 15, 18, 20. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss GE03 Truss Type GABLE Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238461 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:23:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-btSVrjl04RJz3LAQgskgAZWRcC5y4yZq8xcB2IzJvXy Scale = 1:56.7 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 67 8 910 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 2x4 3x4 6x6 6x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-2-512-11-0 12-11-0 -0-11-0 0-11-0 4-10-10 4-10-10 8-0-6 3-1-12 12-11-0 4-10-10 13-10-0 0-11-0 1-7-07-1-17-3-61-7-07-1-114.00 12 Plate Offsets (X,Y)-- [6:0-4-0,Edge], [10:0-4-0,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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.21 0.10 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 15 15 16 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 208 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, and 2-0-0 oc purlins (6-0-0 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-11-0. (lb) - Max Horz 26=-167(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 21, 23, 24, 18 except 26=-134(LC 7), 16=-121(LC 8), 25=-124(LC 8), 17=-115(LC 7) Max Grav All reactions 250 lb or less at joint(s) 26, 16, 21, 22, 23, 24, 25, 20, 19, 18, 17 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Corner(3) -0-11-0 to 2-1-0, Exterior(2) 2-1-0 to 4-10-10, Corner(3) 4-10-10 to 8-0-6, Exterior(2) 11-0-6 to 13-10-0 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 23, 24, 18 except (jt=lb) 26=134, 16=121, 25=124, 17=115. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss GE04 Truss Type GABLE Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238462 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:23:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-330t33merlRqhVlcEZFvin2XBbO2pQ4_NbLlakzJvXx Scale = 1:94.2 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 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x4 3x6 5x6 3x6 3x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-2-518-4-0 18-4-0 -0-11-0 0-11-0 16-8-2 16-8-2 18-4-0 1-7-14 1-0-010-6-710-8-1210-6-77.00 12 Plate Offsets (X,Y)-- [11:0-3-0,0-3-4], [16:0-3-0,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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.54 0.30 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 19 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 362 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* 18-19: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 13-23,14-22,15-21,17-20: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 16-18. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 18-19, 13-23, 14-22, 15-21, 17-20 REACTIONS.All bearings 18-4-0. (lb) - Max Horz 34=293(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 19, 31, 30, 29, 28, 26, 25, 24, 23, 22, 21, 20 except 34=-113(LC 7), 33=-207(LC 6) Max Grav All reactions 250 lb or less at joint(s) 19, 33, 32, 31, 30, 29, 28, 26, 25, 24, 23, 22, 21, 20 except 34=301(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-34=-329/75, 2-3=-480/147, 3-4=-368/115, 4-5=-355/112, 5-6=-327/104, 6-7=-301/96, 7-8=-275/89 NOTES- 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; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Corner(3) -0-11-0 to 2-1-0, Exterior(2) 2-1-0 to 16-8-2, Corner(3) 16-8-2 to 18-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 31, 30, 29, 28, 26, 25, 24, 23, 22, 21, 20 except (jt=lb) 34=113, 33=207. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss GE05 Truss Type GABLE Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238463 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:23:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-YGaFGPnGc2ZhJfKooHm8F_bkR?lmYrp7cF5I6AzJvXw Scale = 1:108.7 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 23 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x6 3x6 3x6 4x6 3x6 3x6 3x6 5x6 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5-5-8 5-5-8 13-6-0 8-0-8 18-11-8 5-5-8 -0-11-0 0-11-0 9-5-12 9-5-12 18-11-8 9-5-12 19-10-8 0-11-0 1-7-412-7-151-7-43-5-1414.00 12 8.38 12 Plate Offsets (X,Y)-- [10:Edge,0-1-14], [20:0-0-0,0-0-1], [34:0-0-0,0-0-1] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.44 0.21 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.01 (loc) 19 19 20 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 293 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 *Except* 10-27: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-27 REACTIONS.All bearings 18-11-8. (lb) - Max Horz 34=280(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 30, 24, 27, 29, 31, 32, 25, 23, 22 except 34=-355(LC 7), 20=-141(LC 8), 33=-221(LC 8), 21=-203(LC 7) Max Grav All reactions 250 lb or less at joint(s) 20, 30, 24, 28, 29, 31, 32, 26, 25, 23, 22 except 34=421(LC 8), 27=514(LC 9), 33=307(LC 7), 21=289(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-113/253, 6-7=-104/259, 7-8=-97/329, 8-9=-78/416, 9-10=-55/440, 10-11=-41/440, 11-12=-63/416, 12-13=-82/329, 13-14=-89/260, 14-15=-98/254 WEBS 10-27=-598/37 NOTES- 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; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Corner(3) -0-11-0 to 2-1-0, Exterior(2) 2-1-0 to 9-5-12, Corner(3) 9-5-12 to 12-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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) 30, 24, 27, 29, 31, 32, 25, 23, 22 except (jt=lb) 34=355, 20=141, 33=221, 21=203. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 30, 24, 27, 28, 29, 31, 32, 33, 26, 25, 23, 22, 21. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss GE06 Truss Type GABLE Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238464 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:23:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-0S8dUlouNMiYxpv?L_INnC8ykP6KHJKHqvqsfczJvXv Scale = 1:75.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 78 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 3x6 4x6 3x4 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 0-2-516-5-6 16-5-6 15-4-0 15-4-0 16-5-6 1-1-6 0-0-48-9-08-11-58-9-07.00 12 Plate Offsets (X,Y)-- [19:0-3-0,0-0-4] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.22 0.19 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 247 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 12-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 12-13. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 14-15. WEBS 1 Row at midpt 13-14, 12-15 REACTIONS.All bearings 16-5-6. (lb) - Max Horz 1=237(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 14, 15, 16, 17, 18, 20, 21, 22, 23, 24, 25, 1 Max Grav All reactions 250 lb or less at joint(s) 14, 15, 16, 17, 18, 20, 21, 22, 23, 24, 25, 1 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-319/113, 2-26=-278/84, 3-26=-276/91, 3-4=-260/89 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 15-4-0, Exterior(2) 15-4-0 to 16-3-10 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) Gable requires continuous bottom chord bearing. 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) 14, 15, 16, 17, 18, 20, 21, 22, 23, 24, 25, 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss GR01 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238465 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:23:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-0S8dUlouNMiYxpv?L_INnC8v_P76HLMHqvqsfczJvXv Scale = 1:22.5 2 3 4 1 6 5 7 2x4 3x4 2-11-8 2-11-8 2-11-8 2-11-8 5-0-2 2-0-10 3-1-82-8-131-7-06.26 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.39 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.01 (loc) 4-5 4-5 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=40/Mechanical, 5=17/Mechanical, 4=294/0-6-5 Max Horz 5=-53(LC 3) Max Uplift1=-18(LC 3), 4=-39(LC 7) Max Grav 1=40(LC 1), 5=49(LC 2), 4=294(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-257/65 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 66 lb down and 40 lb up at 1-9-12 on top chord, and 5 lb down and 0 lb up at 1-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 7=0(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 Componentavailable 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. May 4,2018 Job B18801442 Truss GR02 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238466 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:23:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-Uei?h4oX8gqPYzTBvipcKPg4jpTL0ncQ3ZaPB3zJvXu Scale = 1:22.5 2 3 4 1 6 5 7 2x4 3x4 2-11-8 2-11-8 2-11-8 2-11-8 5-0-2 2-0-10 3-1-82-8-131-7-06.26 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.39 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.01 (loc) 4-5 4-5 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=40/Mechanical, 5=17/Mechanical, 4=294/0-6-5 Max Horz 5=-53(LC 3) Max Uplift1=-18(LC 3), 4=-39(LC 7) Max Grav 1=40(LC 1), 5=49(LC 2), 4=294(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-257/65 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; 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) 1, 4. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 66 lb down and 40 lb up at 1-9-12 on top chord, and 5 lb down and 0 lb up at 1-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 7=0(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 Componentavailable 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. May 4,2018 Job B18801442 Truss J01 Truss Type HALF HIP GIRDER Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238467 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:23:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-Uei?h4oX8gqPYzTBvipcKPg7gpTg0nQQ3ZaPB3zJvXu Scale = 1:23.7 1 2 3 4 7 6 5 4x6 2x4 2x4 2x4 3x4 2x4 1-6-0 1-6-0 3-0-0 1-6-0 -0-11-0 0-11-0 1-6-0 1-6-0 3-0-0 1-6-0 1-7-03-3-03-4-02-11-80-3-83-3-014.00 12 Plate Offsets (X,Y)-- [3:0-3-14,0-2-0] 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 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.20 0.12 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=182/0-3-8, 5=93/0-1-8 Max Horz 7=95(LC 4) Max Uplift7=-63(LC 8), 5=-110(LC 4) Max Grav 7=182(LC 1), 5=106(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights); 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) 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. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=110. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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) 107 lb down and 105 lb up at 1-6-0 on top chord, and 38 lb down and 76 lb up at 1-6-0 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). 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, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=6(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 Componentavailable 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. May 4,2018 Job B18801442 Truss J02 Truss Type JACK-CLOSED Qty 3 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238468 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:23:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-Uei?h4oX8gqPYzTBvipcKPg2cpQO0ncQ3ZaPB3zJvXu Scale = 1:34.6 1 2 3 5 4 6 3x4 3x6 2x4 2x4 -0-11-0 0-11-0 3-0-0 3-0-0 1-7-05-1-04-9-80-3-85-1-014.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.53 0.26 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=185/0-3-8, 4=96/0-1-8 Max Horz 5=139(LC 6) Max Uplift5=-16(LC 5), 4=-99(LC 6) Max Grav 5=185(LC 1), 4=118(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 2-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss J03 Truss Type JACK-CLOSED Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238469 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:23:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-yqGOvQp9vzyGA62NTPKrtdDDaCmklEsaIDJyjVzJvXt Scale = 1:34.6 1 2 4 3 3x4 3x4 2x4 2x4 3-0-0 3-0-0 1-7-05-1-04-9-80-3-85-1-014.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.51 0.26 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=108/0-3-8, 3=108/0-1-8 Max Horz 4=124(LC 8) Max Uplift4=-22(LC 7), 3=-95(LC 6) Max Grav 4=128(LC 8), 3=119(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) 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) 3 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) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss J04 Truss Type JACK-CLOSED GIRDER Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238470 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:23:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-yqGOvQp9vzyGA62NTPKrtdDHnCmxlEsaIDJyjVzJvXt Scale = 1:34.6 1 2 4 35 3x4 2x4 2x4 2x4 3-0-0 3-0-0 3-0-0 3-0-0 1-7-05-1-014.00 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 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.31 0.31 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=428/0-3-8, 3=272/Mechanical Max Horz 4=122(LC 4) Max Uplift3=-44(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 483 lb down at 1-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-483(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 Componentavailable 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. May 4,2018 Job B18801442 Truss J05 Truss Type JACK-OPEN Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238471 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:23:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-Q1qm6mqnfH47oGda17r4PqmS_c7tUh6jWt3WFxzJvXs Scale: 1/2"=1' 1 2 5 3 4 3x4 3x4 2-1-7 2-1-7 -1-3-8 1-3-8 2-1-7 2-1-7 1-7-03-4-02-10-33-4-09.90 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.28 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.02 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=195/0-4-9, 3=30/Mechanical, 4=14/Mechanical Max Horz 5=102(LC 9) Max Uplift3=-34(LC 9), 4=-19(LC 9) Max Grav 5=195(LC 1), 3=30(LC 1), 4=35(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Corner(3) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss J06 Truss Type JACK-OPEN Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238472 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:23:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-Q1qm6mqnfH47oGda17r4PqmSPc7WUh6jWt3WFxzJvXs Scale: 1/2"=1' 1 2 5 3 4 3x4 3x4 1-6-0 1-6-0 -0-11-0 0-11-0 1-6-0 1-6-0 1-7-03-4-02-8-143-4-014.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.32 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.02 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=143/0-3-8, 3=19/Mechanical, 4=9/Mechanical Max Horz 5=104(LC 9) Max Uplift3=-46(LC 9), 4=-40(LC 9) Max Grav 5=143(LC 1), 3=34(LC 7), 4=31(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss J07 Truss Type JACK-OPEN Qty 5 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238473 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:23:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-Q1qm6mqnfH47oGda17r4PqmQ?c6LUh6jWt3WFxzJvXs Scale = 1:27.51 2 3 5 4 2x4 3x4 3x4 2x4 2-0-0 2-0-0 2-0-0 2-0-0 2-11-0 0-11-0 3-7-83-11-00-3-81-7-014.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.41 0.23 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=152/0-3-8, 5=49/0-1-8 Max Horz 5=-175(LC 9) Max Uplift4=-58(LC 8), 5=-146(LC 9) Max Grav 4=152(LC 1), 5=140(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) 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) 4 except (jt=lb) 5=146. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss J08 Truss Type HALF HIP GIRDER Qty 2 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238474 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:23:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-uDO8J6rPQbC_PQCmaqMJy2Ifa0UAD8EslXo3oOzJvXr Scale = 1:20.3 1 2 3 4 7 6 5 2x4 4x6 2x4 2x4 2x4 2x4 0-1-51-0-0 1-0-0 2-0-0 1-0-0 1-0-0 1-0-0 2-0-0 1-0-0 2-11-0 0-11-0 2-4-32-7-112-9-00-3-81-7-02-7-1114.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-2-0] 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 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.16 0.07 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 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* 2-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=148/0-3-8, 7=43/0-1-8 Max Horz 7=-78(LC 3) Max Uplift5=-10(LC 4), 7=-53(LC 3) Max Grav 5=148(LC 1), 7=60(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 10 lb down and 9 lb up at 1-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=9(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 Componentavailable 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. May 4,2018 Job B18801442 Truss J09 Truss Type JACK-OPEN Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238475 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:23:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-uDO8J6rPQbC_PQCmaqMJy2Icm0UvD8MslXo3oOzJvXr Scale = 1:19.9 1 2 5 3 4 2x4 3x4 0-3-14 0-3-14 2-1-11 1-9-13 -2-0-10 2-0-10 2-1-11 2-1-11 1-7-02-8-66.26 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.34 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=-2/Mechanical, 5=284/0-6-5, 4=5/Mechanical Max Horz 5=49(LC 8) Max Uplift3=-16(LC 6), 5=-48(LC 9), 4=-3(LC 6) Max Grav 3=9(LC 7), 5=284(LC 1), 4=32(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-250/121 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Corner(3) 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 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 3, 5, 4. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss J10 Truss Type Jack-Open Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238476 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:23:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-uDO8J6rPQbC_PQCmaqMJy2Icm0U9D8MslXo3oOzJvXr Scale = 1:19.9 2 3 4 1 5 2x4 2x4 2-1-11 2-1-11 2-1-11 2-1-11 4-2-5 2-0-10 2-7-102-8-72-3-111-7-06.26 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.34 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.01 (loc) 5 4-5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=-2/Mechanical, 5=5/Mechanical, 4=284/0-6-5 Max Horz 1=-41(LC 5) Max Uplift1=-3(LC 11), 4=-95(LC 9) Max Grav 1=31(LC 9), 5=32(LC 2), 4=284(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) 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 2-0-0 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) 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) 1, 4. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss J11 Truss Type JACK-CLOSED Qty 3 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238477 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:23:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-MPxWXSr1BuKr1any8XtYUFrlBQodybb0_BYcKqzJvXq Scale = 1:33.1 1 2 3 5 4 6 3x4 3x6 2x4 2x4 -0-11-0 0-11-0 2-9-8 2-9-8 1-7-04-10-14-6-90-3-84-10-114.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.49 0.24 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.00 -0.00 (loc) 4-5 4-5 4 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 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=177/0-3-8, 4=86/0-1-8 Max Horz 5=132(LC 6) Max Uplift5=-17(LC 5), 4=-97(LC 6) Max Grav 5=177(LC 1), 4=112(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 2-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss J12 Truss Type JACK-CLOSED Qty 2 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238478 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:23:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-MPxWXSr1BuKr1any8XtYUFrm1Qo2ybb0_BYcKqzJvXq Scale = 1:30.4 1 2 3 4 6 5 7 3x4 3x4 5x6 2x4 0-1-122-4-15 2-4-15 2-9-8 0-4-9 -0-11-0 0-11-0 2-4-15 2-4-15 2-9-8 0-4-9 1-7-04-3-04-4-123-11-80-3-84-3-014.00 12 Plate Offsets (X,Y)-- [3:0-4-8,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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.44 0.22 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.00 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=177/0-3-8, 5=86/0-1-8 Max Horz 6=122(LC 6) Max Uplift6=-12(LC 5), 5=-85(LC 6) Max Grav 6=177(LC 1), 5=99(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 2-4-15, Exterior(2) 2-4-15 to 2-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 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. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss J13 Truss Type JACK-CLOSED Qty 2 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238479 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:23:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-MPxWXSr1BuKr1any8XtYUFroHQqVybK0_BYcKqzJvXq Scale = 1:23.1 1 2 3 4 7 6 5 2x4 3x4 4x6 2x4 2x4 2x4 0-1-121-4-15 1-4-15 2-9-8 1-4-9 -0-11-0 0-11-0 1-4-15 1-4-15 2-9-8 1-4-9 1-7-03-1-03-2-122-9-80-3-83-1-014.00 12 Plate Offsets (X,Y)-- [3:0-3-3,0-2-0] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.29 0.12 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 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 2x4 SPF-S Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=177/0-3-8, 5=86/0-1-8 Max Horz 7=90(LC 8) Max Uplift7=-9(LC 9), 5=-50(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) 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) 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. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss J14 Truss Type HALF HIP Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238480 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:23:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-qcVukosfyCSifkM9iFOn1TO_UqAKg2r9DrHAsGzJvXp Scale = 1:17.1 1 2 3 4 6 5 2x4 2x4 3x4 2x4 2x4 0-1-122-9-8 2-9-8 -0-11-0 0-11-0 0-6-15 0-6-15 2-9-8 2-2-9 1-7-02-1-52-3-12-1-514.00 12 Plate Offsets (X,Y)-- [3:0-2-4,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.20 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 1 2 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 11 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* 4-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=179/2-9-8, 5=88/2-9-8 Max Horz 6=63(LC 6) Max Uplift6=-14(LC 9), 5=-29(LC 6) Max Grav 6=179(LC 1), 5=96(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Corner(3) -0-11-0 to 2-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 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 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss J15 Truss Type JACK-OPEN Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238481 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:23:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-qcVukosfyCSifkM9iFOn1TO0oqBrg2r9DrHAsGzJvXp Scale = 1:17.4 1 2 5 3 4 2x4 2x4 2-2-13 2-2-13 -0-11-0 0-11-0 2-2-13 2-2-13 1-0-02-3-101-10-112-3-107.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.11 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=162/0-3-8, 3=46/Mechanical, 4=18/Mechanical Max Horz 5=63(LC 9) Max Uplift5=-4(LC 9), 3=-20(LC 9) Max Grav 5=162(LC 1), 3=46(LC 1), 4=38(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss J16 Truss Type JACK-OPEN Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238482 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:23:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-qcVukosfyCSifkM9iFOn1TO0oqBrg2r9DrHAsGzJvXp Scale = 1:17.4 1 2 5 3 4 2x4 2x4 2-2-13 2-2-13 -0-11-0 0-11-0 2-2-13 2-2-13 1-0-02-3-101-10-112-3-107.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.11 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=162/0-3-8, 3=46/Mechanical, 4=18/Mechanical Max Horz 5=63(LC 9) Max Uplift5=-4(LC 9), 3=-20(LC 9) Max Grav 5=162(LC 1), 3=46(LC 1), 4=38(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss M01 Truss Type MONOPITCH Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238483 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:23:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-Jo3Hy8tHjWaZGuxLGyw0agw1CDTWPS6JRV1jOizJvXo Scale = 1:85.5 1 2 3 4 5 6 7 14 13 12 1110 9 8 15 3x6 3x6 3x4 2x4 3x6 4x8 2x4 2x4 3x4 3x8 6x8 3x6 5x6 6-6-8 6-6-8 12-9-8 6-3-0 14-3-8 1-6-0 17-10-0 3-6-8 -0-11-0 0-11-0 6-6-8 6-6-8 12-9-8 6-3-0 14-3-8 1-6-0 17-10-0 3-6-8 1-0-011-4-133-0-07.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [10:0-5-8,0-4-0], [11:0-2-12,0-2-0] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.71 0.28 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.12 0.07 (loc) 12-13 12-13 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 111 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-12: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-8,7-10: 2x4 SPF No.2, 2-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-8 REACTIONS.(lb/size) 8=700/Mechanical, 14=767/0-3-8 Max Horz 14=271(LC 9) Max Uplift8=-71(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-894/0, 3-15=-799/0, 3-4=-691/0, 4-5=-556/0, 5-6=-623/22, 6-7=-425/34, 7-8=-665/126, 2-14=-704/0 BOT CHORD 13-14=-275/269, 6-10=-623/133, 10-11=-51/341 WEBS 6-11=-95/625, 11-13=-120/744, 7-10=-124/825, 2-13=0/424 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 17-8-4 zone; cantilever left and right exposed ; end vertical left 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8. 5) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss M02 Truss Type MONOPITCH Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238484 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:23:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-Jo3Hy8tHjWaZGuxLGyw0agw1tDT4PMVJRV1jOizJvXo Scale = 1:80.7 1 2 3 4 5 6 11 10 9 8 7 12 133x6 2x4 3x6 3x4 3x6 3x4 3x4 3x4 3x4 5x6 6-6-9 6-6-9 12-8-5 6-1-12 17-10-0 5-1-11 -0-11-0 0-11-0 6-6-9 6-6-9 12-8-5 6-1-12 17-10-0 5-1-11 1-0-011-4-137.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.73 0.31 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.02 (loc) 10-11 10-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 89 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* 6-7,5-7: 2x4 SPF No.2, 2-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-7, 5-7 REACTIONS.(lb/size) 7=700/Mechanical, 11=767/0-3-8 Max Horz 11=271(LC 9) Max Uplift7=-71(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-889/0, 3-12=-793/0, 3-4=-485/0, 4-5=-318/0, 2-11=-703/0 BOT CHORD 10-11=-276/275, 9-10=-106/685, 8-9=-106/685, 7-8=-46/338 WEBS 3-8=-431/74, 5-8=0/430, 5-7=-635/86, 2-10=0/413 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 17-8-4 zone; cantilever left and right exposed ; end vertical left 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 5) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss M03 Truss Type Monopitch Qty 2 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238485 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:23:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-n_df9UuwUpiQu1WXpgRF6uTEjdhq8tLSg9mHx9zJvXn Scale = 1:83.8 12 3 4 5 6 7 10 9 8 11 16 17 18 19 4x8 5x12 5x6 3x8 3x4 2x4 4x8 3x4 3x6 3x6 9-3-8 9-3-8 18-7-0 9-3-8 -1-0-0 1-0-0 6-3-8 6-3-8 12-3-8 6-0-0 18-7-0 6-3-8 1-0-011-10-19-1-1211-10-17.00 12 Plate Offsets (X,Y)-- [2:0-7-15,Edge], [7:0-4-8,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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.60 0.79 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.59 -0.35 (loc) 8-10 8-10 16 l/defl >657 >378 n/a L/d 240 180 n/a PLATES MT20 Weight: 91 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-10: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-8 REACTIONS.(lb/size) 2=850/0-3-8, 16=835/0-3-8 Max Horz 2=284(LC 6) Max Uplift16=-30(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-417/41, 3-17=-1025/0, 4-17=-993/20, 4-5=-842/13, 5-6=-676/46, 8-11=-58/720, 7-11=-58/720 BOT CHORD 2-10=-211/806, 10-18=-154/459, 9-18=-154/459, 9-19=-154/459, 8-19=-154/459 WEBS 4-10=-257/116, 6-10=0/553, 6-8=-716/118, 7-16=-842/119 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 18-1-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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, with BCDL = 10.0psf. 4) Bearing at joint(s) 16 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) 16. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss M03A Truss Type Monopitch Qty 5 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238486 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:23:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-n_df9UuwUpiQu1WXpgRF6uTICdjo8sqSg9mHx9zJvXn Scale = 1:88.7 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 3x6 5x6 4x8 2x4 3x6 3x6 2x4 2x4 4x8 2x4 3x4 3x6 5x8 3x6 3x6 2-3-8 2-3-8 6-11-11 4-8-3 11-7-13 4-8-3 16-4-0 4-8-3 18-7-0 2-3-0 -1-0-0 1-0-0 2-3-8 2-3-8 6-11-11 4-8-3 11-7-13 4-8-3 16-4-0 4-8-3 18-7-0 2-3-0 1-0-011-10-10-10-07.00 12 Plate Offsets (X,Y)-- [8:0-2-9,0-2-8], [11:0-2-4,0-2-0] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.38 0.66 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.15 0.10 (loc) 13-14 13-14 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 118 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-15: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 8-9,8-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 7-11 WEBS 1 Row at midpt 8-9, 6-11 REACTIONS.(lb/size) 9=730/0-3-0, 16=803/0-3-8 Max Horz 16=326(LC 8) Max Uplift9=-28(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-824/33, 3-4=-1401/124, 4-5=-1318/140, 5-6=-639/87, 8-9=-695/151, 2-16=-826/67 BOT CHORD 15-16=-444/182, 3-14=-357/144, 13-14=-248/838, 12-13=-248/839, 11-12=-170/490 WEBS 5-14=-318/405, 5-12=-454/101, 6-12=-4/417, 6-11=-587/84, 8-11=-160/754, 2-15=-9/638 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 2-0-14, Interior(1) 2-0-14 to 18-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss M05 Truss Type Roof Special Qty 7 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238487 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:23:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-FBB1NpuYF7qHWB5jNNyUf5?Wt1BxtPbbvpWqTbzJvXm Scale = 1:23.31 2 3 5 4 6 7 2x4 2x4 2x4 2x4 3-11-0 3-11-0 3-11-0 3-11-0 4-10-0 0-11-0 2-11-153-3-70-3-81-0-07.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.19 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 4-5 4-5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=218/0-3-8, 5=136/0-1-8 Max Horz 4=-86(LC 7) Max Uplift4=-18(LC 9), 5=-19(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 4-4-11, Interior(1) 4-4-11 to 4-10-0 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) 4, 5. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss M06 Truss Type GABLE Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238488 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:23:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-FBB1NpuYF7qHWB5jNNyUf5?XW1BItP6bvpWqTbzJvXm Scale = 1:12.8 1 2 3 4 7 6 5 2x4 2x4 4x6 2x4 2x4 2x4 0-2-52-11-0 2-11-0 3-11-0 1-0-0 2-11-0 2-11-0 3-11-0 1-0-0 4-10-0 0-11-0 1-4-111-7-01-0-01-4-117.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.08 0.07 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 4 4 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 12 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* 3-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=107/3-11-0, 5=99/3-11-0, 6=151/3-11-0 Max Horz 7=-37(LC 7) Max Uplift7=-12(LC 5), 5=-37(LC 9), 6=-16(LC 5) Max Grav 7=107(LC 13), 5=99(LC 1), 6=158(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Corner(3) 0-1-4 to 4-10-0 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) 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) 7, 5, 6. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 #26 Heritage @ Spring Mill Job Reference (optional) I33238489 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:23:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-FBB1NpuYF7qHWB5jNNyUf5?Rj14KtE6bvpWqTbzJvXm Scale = 1:86.0 1 2 3 4 7 6 511 12 13 14 15 16 17 18 19 20 3x6 2x4 5x8 6x8 4x8 3x12 6x6 8-11-0 8-11-0 17-10-0 8-11-0 8-11-0 8-11-0 17-10-0 8-11-0 1-0-011-4-137.00 12 Plate Offsets (X,Y)-- [1:0-1-3,0-1-8] 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 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.45 0.52 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.13 0.02 (loc) 5-7 5-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 248 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x10 SP No.1 WEBS 2x4 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud WEDGE Left: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 2-5 REACTIONS.(lb/size) 1=2726/0-3-8, 5=2808/Mechanical Max Horz 1=238(LC 7) Max Uplift5=-103(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3229/0 BOT CHORD 1-11=0/2682, 11-12=0/2682, 12-13=0/2682, 13-14=0/2682, 14-15=0/2682, 7-15=0/2682, 7-16=0/2682, 6-16=0/2682, 6-17=0/2682, 17-18=0/2682, 18-19=0/2682, 19-20=0/2682, 5-20=0/2682 WEBS 2-7=0/2691, 2-5=-3169/0 NOTES- 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: 2x10 - 2 rows staggered at 0-9-0 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) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) except (jt=lb) 5=103. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 435 lb down at 1-3-4, 435 lb down at 3-3-4, 435 lb down at 5-3-4, 435 lb down at 7-3-4, 435 lb down at 9-3-4, 435 lb down at 11-3-4, 435 lb down and 103 lb up at 12-6-12, and 435 lb down and 120 lb up at 14-6-12, and 435 lb down and 138 lb up at 16-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 8-14=-20, 14-17=-60, 5-17=-20 Continued on page 2 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 Componentavailable 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. May 4,2018 Job B18801442 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 #26 Heritage @ Spring Mill Job Reference (optional) I33238489 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:23:58 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-jNlPa9vA0Ry77Lgwx5TjBJYcTRQZchMl8TFN?1zJvXl LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=-435(F) 12=-435(F) 13=-435(F) 15=-435(F) 16=-435(F) 17=-435(F) 18=-435(F) 19=-435(F) 20=-435(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 Componentavailable 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 B18801442 Truss PB01 Truss Type GABLE Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238490 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:23:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-jNlPa9vA0Ry77Lgwx5TjBJYjxRYxcsrl8TFN?1zJvXl Scale = 1:12.7 2 3 4 5 1 6 3x4 3x4 2x4 2x4 0-2-53-11-9 3-11-9 1-4-5 1-4-5 2-7-5 1-3-0 3-11-9 1-4-4 -0-0-41-4-71-7-00-1-00-1-81-3-314.00 12 Plate Offsets (X,Y)-- [4:0-0-0,0-0-0] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.04 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 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 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-9 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=-29/3-11-9, 6=-29/3-11-9, 2=172/3-11-9, 5=172/3-11-9 Max Horz 1=-24(LC 7) Max Uplift1=-47(LC 2), 6=-47(LC 2) Max Grav 1=16(LC 8), 2=175(LC 13), 5=175(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) 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) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 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) 1, 6. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss PB02 Truss Type GABLE Qty 10 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238491 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:23:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-jNlPa9vA0Ry77Lgwx5TjBJYjwRX6csrl8TFN?1zJvXl Scale = 1:17.2 2 3 41 5 3x4 2x4 2x4 3-11-9 3-11-9 1-11-13 1-11-13 3-11-9 1-11-13 -0-0-42-3-82-3-120-1-00-1-814.00 12 Plate Offsets (X,Y)-- [3:Edge,0-3-1] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.04 0.10 0.00 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: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 3-11-9. (lb) - Max Horz 1=-40(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 2, 4 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 2, 4 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) 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 2-0-0 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) Bearing at joint(s) 1, 5, 2, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 2, 4. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss PB03 Truss Type GABLE Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238492 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 11:30:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-zP1DvLql_4WEKoxI8o8Mt8re1OZbPR3Q60dR9vzJuZa Scale = 1:34.8 2 3 4 5 6 7 8 14 13 12 11 10 1 15 16 17 9 5x8 4x8 3x6 3x6 3x4 3x6 3x6 17-3-11 17-3-11 15-3-15 15-3-15 17-3-11 1-11-12 -0-0-40-11-02-3-82-3-120-1-00-1-80-9-1214.00 12 Plate Offsets (X,Y)-- [3:0-2-11,0-2-8], [6:0-3-4,0-2-0] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.22 0.12 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 17-3-11. (lb) - Max Horz 1=40(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 8, 2, 13, 11 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 8, 2, 10 except 14=255(LC 13), 13=396(LC 1), 11=398(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-13=-300/91, 5-11=-302/94 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-2-10 to 3-11-2, Interior(1) 3-11-2 to 15-3-15, Exterior(2) 15-3-15 to 17-1-1 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) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 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) 1, 9, 8, 2, 13, 11. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss PB04 Truss Type PIGGYBACK Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238493 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-fmsA?rxQY2CrNfpI2VVBHkdzUEBX4mO2bnkU4wzJvXj Scale = 1:28.2 1 2 3 4 5 6 10 9 8 7 11 12 13 2x4 2x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-1-1215-7-5 15-7-5 0-2-11 0-2-11 15-7-5 15-4-10 1-11-132-2-120-5-100-1-81-11-1314.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [4:0-3-4,0-2-0], [5:0-2-10,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.36 0.23 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 5 5 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-1-3. (lb) - Max Horz 10=-50(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 10, 5, 7, 8, 9 Max Grav All reactions 250 lb or less at joint(s) 10, 5, 7 except 8=309(LC 13), 9=427(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-321/98 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-4 to 3-1-4, Interior(1) 3-1-4 to 13-8-2, Exterior(2) 13-8-2 to 15-4-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 5, 7, 8, 9. 7) Non Standard bearing condition. Review required. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss PB05 Truss Type Piggyback Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238494 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-fmsA?rxQY2CrNfpI2VVBHkd05EDZ4mP2bnkU4wzJvXj Scale = 1:30.4 1 2 3 4 5 6 7 12 11 10 9 8 13 2x4 2x4 4x6 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 0-1-1215-7-5 15-7-5 15-7-5 15-7-5 1-10-53-1-123-3-80-1-80-5-100-1-83-1-1214.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-2-0], [5:0-3-3,0-2-0], [6:0-2-10,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.19 0.10 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 6 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 48 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* 1-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 2-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 6-8. REACTIONS.All bearings 15-1-3. (lb) - Max Horz 12=-73(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 12, 6, 8, 10, 9 Max Grav All reactions 250 lb or less at joint(s) 12, 6, 11 except 8=264(LC 14), 10=310(LC 14), 9=311(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 5-2-11, Interior(1) 5-2-11 to 12-8-2, Exterior(2) 12-8-2 to 15-4-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 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) 12, 6, 8, 10, 9. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss PB06 Truss Type PIGGYBACK Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238495 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-7yQYCBy2JMKi_pOVcD1QpxAAreX1pBRBqRU2cMzJvXi Scale = 1:34.4 1 2 3 4 5 6 10 9 8 7 11 12 13 14 2x4 2x4 4x6 4x6 3x4 2x4 2x4 2x4 2x4 0-1-1215-7-5 15-7-5 15-7-5 15-7-5 1-10-54-3-124-5-90-1-80-5-100-1-84-3-1214.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-2-0], [4:0-3-3,0-2-0], [5:0-4-0,0-0-6] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.25 0.21 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 6 6 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 50 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* 1-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 15-1-3. (lb) - Max Horz 10=-96(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 10, 5, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 10, 5 except 9=367(LC 1), 7=423(LC 14), 8=633(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-332/100 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 6-5-10, Interior(1) 6-5-10 to 11-8-2, Exterior(2) 11-8-2 to 15-4-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 10, 5, 7, 8. 7) Non Standard bearing condition. Review required. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss PB07 Truss Type Piggyback Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238496 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-7yQYCBy2JMKi_pOVcD1QpxABUeYfpBxBqRU2cMzJvXi Scale = 1:41.3 1 2 3 4 5 6 10 9 8 7 11 12 13 2x4 2x4 4x6 4x6 3x6 2x4 2x4 2x4 2x4 0-1-1215-7-5 15-7-5 15-7-5 15-7-5 1-10-55-5-125-7-80-1-80-5-100-1-85-5-1214.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-2-0], [4:0-3-3,0-2-0], [5:0-6-0,0-0-14] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.17 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 0.00 (loc) 6 6 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 54 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* 1-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-1-3. (lb) - Max Horz 10=-119(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 10, 5, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 10, 5 except 9=319(LC 1), 7=407(LC 14), 8=483(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-254/79 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 7-5-10, Interior(1) 7-5-10 to 10-8-2, Exterior(2) 10-8-2 to 15-1-3 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) Gable requires continuous bottom chord bearing. 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) 10, 5, 7, 8. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss PB08 Truss Type Piggyback Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238497 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-7yQYCBy2JMKi_pOVcD1QpxAAreU9p9bBqRU2cMzJvXi Scale = 1:49.5 1 2 3 4 5 8 7 6 9 10 11 12 13 14 15 2x4 2x4 4x6 4x6 3x6 2x4 2x4 0-1-1215-7-5 15-7-5 15-7-5 15-7-5 1-10-56-7-126-9-80-1-80-5-100-1-86-7-1214.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-2-0], [3:0-3-3,0-2-0], [4:0-6-0,0-1-6] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.25 0.39 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.02 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 53 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* 1-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-1-3. (lb) - Max Horz 8=-142(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 8, 4, 6 Max Grav All reactions 250 lb or less at joint(s) 8, 4 except 7=542(LC 13), 6=657(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-259/32, 3-6=-320/112 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-2-11, Exterior(2) 4-2-11 to 13-11-1, Interior(1) 13-11-1 to 15-4-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 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) 8, 4, 6. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss PB09 Truss Type Piggyback Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238498 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-b8_wQXyg4fSZcyzhAwYfM9jMr2u4YcDL24Db8pzJvXh Scale = 1:61.5 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 2x4 2x4 4x6 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 0-1-1215-7-5 15-7-5 15-7-5 15-7-5 1-10-57-9-127-11-80-1-80-5-100-1-87-9-1214.00 12 Plate Offsets (X,Y)-- [3:0-3-3,0-2-0], [4:0-3-3,0-2-0], [6:0-2-10,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.17 0.16 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 6 6 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 61 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* 1-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-1-3. (lb) - Max Horz 12=-165(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 12, 6, 9 except 8=-119(LC 9), 11=-128(LC 9) Max Grav All reactions 250 lb or less at joint(s) 12, 6 except 10=425(LC 13), 9=423(LC 14), 8=364(LC 1), 11=353(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-2-11, Exterior(2) 5-2-11 to 8-8-2, Interior(1) 12-11-1 to 15-4-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 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) 12, 6, 9 except (jt=lb) 8=119, 11=128. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss PB10 Truss Type Piggyback Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238499 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-b8_wQXyg4fSZcyzhAwYfM9jMj2uGYcAL24Db8pzJvXh Scale = 1:59.3 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 2x4 2x4 4x6 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 0-1-1215-7-5 15-7-5 15-7-5 15-7-5 1-10-58-0-58-2-10-1-80-5-100-1-88-0-514.00 12 Plate Offsets (X,Y)-- [3:0-3-3,0-2-0], [4:0-3-3,0-2-0], [6:0-2-10,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.18 0.15 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 6 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 62 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* 1-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-1-3. (lb) - Max Horz 12=-169(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 12, 6, 9 except 11=-125(LC 9), 8=-121(LC 9) Max Grav All reactions 250 lb or less at joint(s) 12, 6 except 9=400(LC 14), 10=403(LC 13), 11=361(LC 13), 8=381(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-4-15, Exterior(2) 5-4-15 to 8-5-15, Interior(1) 12-8-13 to 15-4-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 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) 12, 6, 9 except (jt=lb) 11=125, 8=121. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss T01 Truss Type PIGGYBACK BASE Qty 7 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238501 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-4LYIdtzJrzaQE6Ytke3uuMFODS7vHx2UHkz8gFzJvXg Scale = 1:98.8 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 3x6 4x6 6x6 3x6 4x6 3x8 3x4 3x4 3x4 2x4 3x8 3x8 2x4 9-7-11 9-7-11 13-7-5 3-11-9 23-3-0 9-7-11 -0-11-0 0-11-0 3-7-2 3-7-2 9-7-11 6-0-9 13-7-5 3-11-9 19-7-14 6-0-9 23-3-0 3-7-2 24-2-0 0-11-0 1-7-012-10-01-7-012-10-014.00 12 Plate Offsets (X,Y)-- [5:0-3-2,0-2-0], [6:0-3-0,0-1-8], [14:0-2-8,0-0-0] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.71 0.63 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.61 0.02 (loc) 11-12 11-12 11 l/defl >999 >448 n/a L/d 240 180 n/a PLATES MT20 Weight: 136 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* 5-13,6-13,6-12: 2x4 SPF No.2, 2-15,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 6-13, 8-12 REACTIONS.(lb/size) 15=982/0-3-8, 11=982/0-3-8 Max Horz 15=-280(LC 7) Max Uplift15=-13(LC 9), 11=-13(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-801/141, 4-5=-652/181, 5-17=-423/190, 6-17=-423/190, 6-7=-652/181, 7-8=-801/141 BOT CHORD 14-15=-87/502, 13-14=-87/502, 12-13=0/423, 11-12=0/502 WEBS 5-13=-42/286, 6-12=-39/285, 3-15=-812/94, 8-11=-812/94 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 9-7-11, Exterior(2) 9-7-11 to 13-7-5, Interior(1) 17-10-3 to 24-2-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 11. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss T01A Truss Type HIP Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238502 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-YX6grD_xcHjHrG74HLa7RaobJsTV0PbdWOiiDhzJvXf Scale = 1:87.3 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 6x6 4x8 3x6 3x8 3x4 3x4 3x4 2x4 3x8 3x8 2x4 0-2-59-0-0 9-0-0 14-3-0 5-3-0 23-3-0 9-0-0 -0-11-0 0-11-0 3-7-2 3-7-2 9-0-0 5-4-14 14-3-0 5-3-0 19-7-14 5-4-14 23-3-0 3-7-2 24-2-0 0-11-0 1-7-011-10-1112-1-01-7-011-10-1114.00 12 Plate Offsets (X,Y)-- [4:0-4-0,Edge], [5:0-2-8,0-2-4] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.62 0.55 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.48 0.02 (loc) 9-10 9-10 9 l/defl >999 >576 n/a L/d 240 180 n/a PLATES MT20 Weight: 132 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* 4-11,5-11,5-10: 2x4 SPF No.2, 2-13,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS.(lb/size) 13=982/0-3-8, 9=982/0-3-8 Max Horz 13=262(LC 8) Max Uplift13=-13(LC 9), 9=-13(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-15=-804/130, 4-15=-674/176, 4-16=-445/179, 16-17=-445/179, 17-18=-445/179, 5-18=-445/179, 5-19=-674/176, 6-19=-804/130 BOT CHORD 12-13=-74/495, 11-12=-74/495, 10-11=0/445, 9-10=0/495 WEBS 4-11=-29/284, 5-10=-30/284, 3-13=-795/59, 6-9=-794/59 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 9-0-0, Exterior(2) 9-0-0 to 18-5-15, Interior(1) 18-5-15 to 24-2-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss T01B Truss Type HIP Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238503 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-0jg32Z?ZMar8TQiGr35MznLgFFq4l0hnl2SFl7zJvXe Scale = 1:70.0 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 6x6 6x6 3x4 3x6 3x8 3x4 3x8 6x6 3x4 6x6 0-2-57-0-0 7-0-0 16-3-0 9-3-0 23-3-0 7-0-0 -0-11-0 0-11-0 7-0-0 7-0-0 11-7-8 4-7-8 16-3-0 4-7-8 23-3-0 7-0-0 24-2-0 0-11-0 1-7-09-6-119-9-01-7-09-6-1114.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-4], [3:0-4-0,Edge], [5:0-4-0,Edge], [6:0-3-4,0-1-4] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 1.00 0.46 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.26 0.02 (loc) 9-11 9-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 122 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-12,6-8: 2x4 SPF-S Stud, 2-11,6-9: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11, 4-9 REACTIONS.(lb/size) 12=982/0-3-8, 8=982/0-3-8 Max Horz 12=216(LC 8) Max Uplift12=-13(LC 9), 8=-13(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-926/59, 13-14=-808/76, 3-14=-757/115, 3-15=-503/151, 4-15=-503/151, 4-16=-503/151, 5-16=-503/151, 5-17=-757/115, 17-18=-808/76, 6-18=-926/59, 2-12=-921/117, 6-8=-921/117 BOT CHORD 11-12=-207/318, 10-11=0/568, 9-10=0/568 WEBS 3-11=0/334, 5-9=0/334, 2-11=-33/353, 6-9=-35/353 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 7-0-0, Exterior(2) 7-0-0 to 20-5-15, Interior(1) 20-5-15 to 24-2-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss T01C Truss Type ROOF SPECIAL Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238504 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-0jg32Z?ZMar8TQiGr35MznLjLFlXlplnl2SFl7zJvXe Scale = 1:72.3 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 4x6 6x6 2x4 3x6 5x12 6x6 3x4 6x8 2x4 5x6 3x8 0-2-56-5-8 6-5-8 18-3-0 11-9-8 23-3-0 5-0-0 -0-11-0 0-11-0 6-5-8 6-5-8 7-11-0 1-5-8 13-1-0 5-2-0 18-3-0 5-2-0 23-3-0 5-0-0 24-2-0 0-11-0 1-7-07-2-119-1-71-7-07-2-1114.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [3:Edge,0-1-14], [4:0-2-0,Edge], [6:0-4-0,Edge], [7:0-2-8,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.80 0.81 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.91 0.02 (loc) 10-12 10-12 9 l/defl >777 >301 n/a L/d 240 180 n/a PLATES MT20 Weight: 117 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* 3-12,5-12,5-10: 2x4 SPF No.2, 2-13,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 9-4-10 oc bracing. WEBS 1 Row at midpt 5-12, 5-10 REACTIONS.(lb/size) 13=982/0-3-8, 9=982/0-3-8 Max Horz 13=-205(LC 7) Max Uplift13=-13(LC 9), 9=-13(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-936/52, 14-15=-785/64, 3-15=-782/91, 3-4=-823/145, 4-16=-668/113, 5-16=-669/113, 5-17=-543/106, 6-17=-543/106, 6-18=-818/82, 7-18=-934/55, 2-13=-941/92, 7-9=-969/86 BOT CHORD 12-13=-204/277, 11-12=-7/748, 10-11=-7/748 WEBS 3-12=-78/969, 4-12=-771/127, 5-10=-348/77, 6-10=0/408, 2-12=0/398, 7-10=0/501 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 6-5-8, Exterior(2) 6-5-8 to 21-3-0, Interior(1) 21-3-0 to 24-2-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss T02 Truss Type COMMON Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238505 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-0jg32Z?ZMar8TQiGr35MznLjJFtvl?Nnl2SFl7zJvXe Scale = 1:72.3 1 2 3 4 7 6 5 89 10 11 2x4 2x4 3x8 4x6 6x8 6x8 6-5-8 6-5-8 12-11-0 6-5-8 6-5-8 6-5-8 12-11-0 6-5-8 13-10-0 0-11-0 1-7-09-1-71-7-014.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [2:Edge,0-1-14], [3:Edge,0-1-5] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.80 0.28 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.09 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 62 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* 2-6: 2x4 SPF No.2, 1-6,3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=502/Mechanical, 5=571/0-3-8 Max Horz 7=-196(LC 7) Max Uplift5=-17(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-455/67, 8-9=-313/67, 2-9=-304/97, 2-10=-313/106, 10-11=-313/78, 3-11=-464/66, 1-7=-446/83, 3-5=-515/114 BOT CHORD 6-7=-189/256 WEBS 2-6=0/251 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-5-8, Exterior(2) 6-5-8 to 9-5-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss T03 Truss Type ROOF SPECIAL Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238506 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-UvERGu?B7uz?5aHSPmcbW?t2XfEVUR1wziBpHazJvXd Scale = 1:71.8 1 2 3 4 5 6 7 11 10 9 8 12 13 2x4 3x6 4x6 3x6 2x4 5x12 5x12 2x4 2x4 2-10-6 2-10-6 9-0-10 6-2-5 11-11-0 2-10-6 -0-11-0 0-11-0 2-10-6 2-10-6 5-11-8 3-1-2 9-0-10 3-1-2 11-11-0 2-10-6 12-10-0 0-11-0 1-7-08-6-71-7-03-0-014.00 12 14.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.13 0.26 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.23 0.21 (loc) 9-10 9-10 8 l/defl >999 >608 n/a L/d 240 180 n/a PLATES MT20 Weight: 62 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* 2-11,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 11=529/0-3-8, 8=529/0-3-8 Max Horz 11=196(LC 8) Max Uplift11=-19(LC 9), 8=-19(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-524/79, 2-12=-1006/77, 3-12=-918/85, 3-4=-981/169, 4-5=-981/138, 5-13=-918/0, 6-13=-1006/0, 6-8=-524/102 BOT CHORD 10-11=-290/305 WEBS 4-9=-67/706, 6-9=0/681, 4-10=-213/706, 2-10=-24/681 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 5-11-8, Exterior(2) 5-11-8 to 8-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 11, 8 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) 11, 8. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss T04 Truss Type ROOF SPECIAL Qty 6 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238507 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-UvERGu?B7uz?5aHSPmcbW?t3afEXURvwziBpHazJvXd Scale = 1:71.8 1 2 3 4 5 9 8 7 6 10 2x4 3x6 4x6 3x6 5x12 5x12 2x4 2x4 2x4 2-10-6 2-10-6 9-0-10 6-2-5 11-8-0 2-7-6 2-10-6 2-10-6 5-11-8 3-1-2 9-0-10 3-1-2 11-8-0 2-7-6 1-7-08-6-71-8-120-1-122-10-414.00 12 14.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.13 0.25 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.22 0.19 (loc) 7-8 7-8 6 l/defl >999 >619 n/a L/d 240 180 n/a PLATES MT20 Weight: 58 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* 1-9,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=455/0-3-8, 6=455/Mechanical Max Horz 9=-169(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-456/108, 1-2=-1008/134, 2-3=-995/325, 3-10=-893/292, 4-10=-936/268, 4-5=-944/107, 5-6=-454/86 BOT CHORD 8-9=-253/267 WEBS 1-8=-7/682, 3-8=-257/731, 3-7=-201/656, 5-7=-22/629 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 2-11-8, Interior(1) 2-11-8 to 5-11-8, Exterior(2) 5-11-8 to 8-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss T05 Truss Type HALF HIP Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238508 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-y6opTE0puC5siksezU7q3CQ8D3apDu_4CMxMq0zJvXc Scale = 1:59.6 1 2 3 6 5 4 7 8 9 10 4x8 3x4 2x4 3x6 5x8 3x4 0-1-125-9-0 5-9-0 11-8-0 5-11-0 5-9-0 5-9-0 11-8-0 5-11-0 1-7-08-1-128-3-88-1-1214.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [2:0-5-3,0-2-0] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.45 0.25 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 60 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* 2-5,1-5: 2x3 SPF No.2, 2-4: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 8-11-7 oc bracing. WEBS 1 Row at midpt 3-4, 2-4 REACTIONS.(lb/size) 6=455/0-3-8, 4=455/Mechanical Max Horz 6=216(LC 8) Max Uplift4=-91(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-409/53, 7-8=-287/66, 2-8=-273/92, 1-6=-405/81 BOT CHORD 5-6=-425/190 WEBS 2-4=-307/200 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-9-0, Exterior(2) 5-9-0 to 9-11-15 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) 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) 4. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss T06 Truss Type HALF HIP Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238509 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-y6opTE0puC5siksezU7q3CQ6r3Y8DuY4CMxMq0zJvXc Scale = 1:69.0 1 2 3 6 5 4 7 8 9 10 4x10 3x4 3x4 3x4 3x6 6x8 0-1-126-9-0 6-9-0 11-8-0 4-11-0 6-9-0 6-9-0 11-8-0 4-11-0 1-7-09-3-129-5-89-3-1214.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [2:0-7-3,0-2-0] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.61 0.36 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.13 -0.01 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-6: 2x4 SPF-S Stud, 1-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 8-3-15 oc bracing. WEBS 1 Row at midpt 3-4, 2-4 REACTIONS.(lb/size) 6=455/0-3-8, 4=455/Mechanical Max Horz 6=249(LC 8) Max Uplift4=-108(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-396/57, 7-8=-260/62, 1-6=-392/86 BOT CHORD 5-6=-499/236 WEBS 2-5=0/262, 2-4=-341/245, 1-5=-112/312 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-9-0, Exterior(2) 6-9-0 to 10-11-15 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) 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) except (jt=lb) 4=108. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss T07 Truss Type HALF HIP Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238510 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-QILBga1RfVDjKtQrWBf3bQzEATtDyKODR0gvMSzJvXb Scale = 1:76.4 1 2 3 6 5 4 78 9 5x8 3x4 3x4 3x4 3x8 6x8 0-1-127-9-0 7-9-0 11-8-0 3-11-0 7-9-0 7-9-0 11-8-0 3-11-0 1-7-010-5-1210-7-810-5-1214.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [2:0-5-10,0-2-8] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.82 0.43 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.24 -0.01 (loc) 5-6 5-6 4 l/defl >999 >570 n/a L/d 240 180 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-6: 2x4 SPF-S Stud, 1-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 7-8-8 oc bracing. WEBS 1 Row at midpt 3-4, 2-4 REACTIONS.(lb/size) 6=455/0-3-8, 4=455/Mechanical Max Horz 6=281(LC 6) Max Uplift4=-126(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-382/55, 1-6=-382/89 BOT CHORD 5-6=-577/284 WEBS 2-5=0/293, 2-4=-397/302, 1-5=-168/389 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-9-0, Exterior(2) 7-9-0 to 11-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 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) except (jt=lb) 4=126. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss T08 Truss Type COMMON Qty 6 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238511 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-QILBga1RfVDjKtQrWBf3bQzCATuPyMcDR0gvMSzJvXb Scale = 1:51.1 1 2 3 6 5 4 7 8 9 10 3x4 3x4 4x6 5x6 3x8 5x6 7-2-12 7-2-12 14-11-8 7-8-12 7-2-12 7-2-12 14-11-8 7-8-12 2-6-96-9-32-3-17.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [3:0-3-0,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.95 0.36 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.17 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 58 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* 1-6,3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size) 6=587/0-3-8, 4=587/0-3-8 Max Horz 6=-127(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-544/39, 7-8=-444/40, 2-8=-421/64, 2-9=-416/65, 9-10=-444/40, 3-10=-554/38, 1-6=-522/69, 3-4=-514/72 WEBS 1-5=0/318, 3-5=0/277 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-2-12, Exterior(2) 7-2-12 to 10-2-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss T09 Truss Type ROOF SPECIAL Qty 2 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238512 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-QILBga1RfVDjKtQrWBf3bQzJzTu4yD5DR0gvMSzJvXb Scale = 1:51.1 1 2 3 6 5 4 7 8 9 10 11 5x12 2x4 3x6 4x6 3x8 4x6 3x6 4-10-4 4-10-4 12-7-0 7-8-12 4-10-4 4-10-4 12-7-0 7-8-12 3-11-36-9-32-3-10-7-47.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4: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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.45 0.38 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.18 0.01 (loc) 4-5 4-5 8 l/defl >999 >837 n/a L/d 240 180 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size) 6=493/0-3-8, 8=474/0-3-8 Max Horz 6=-133(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-359/56, 9-10=-303/59, 2-11=-283/70, 3-11=-414/48, 1-6=-459/63 WEBS 1-5=-28/319, 3-8=-488/28 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-4 to 3-1-4, Interior(1) 3-1-4 to 4-10-4, Exterior(2) 4-10-4 to 7-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss T10 Truss Type ROOF SPECIAL Qty 2 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238513 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-uUvZuw23QpLay1?14uAI8dVUftEPhgONfgQTuvzJvXa Scale = 1:50.3 1 2 3 6 5 4 7 8 9 10 11 124x8 4x6 5x12 2x4 3x6 3x8 3x6 3x6 0-3-8 0-3-8 4-10-4 4-6-12 12-7-0 7-8-12 0-3-8 0-3-8 4-10-4 4-6-12 12-7-0 7-8-12 3-7-116-1-156-9-32-3-17.00 12 Plate Offsets (X,Y)-- [1:Edge,0-0-8], [4: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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.46 0.37 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.18 0.01 (loc) 4-5 4-5 9 l/defl >999 >811 n/a L/d 240 180 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-6: 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size) 7=481/0-3-8, 9=462/0-3-8 Max Horz 7=64(LC 8) Max Uplift7=-2(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-339/45, 10-11=-286/47, 2-12=-266/48, 3-12=-397/27 BOT CHORD 1-7=-451/55 WEBS 1-5=0/309, 3-9=-477/13 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-12 to 3-4-12, Interior(1) 3-4-12 to 4-10-4, Exterior(2) 4-10-4 to 7-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 7, 9 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) 7. 6) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss T11 Truss Type ROOF SPECIAL Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238514 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-uUvZuw23QpLay1?14uAI8dVSCt8ohmsNfgQTuvzJvXa Scale = 1:49.7 1 2 3 7 5 4 8 9 10 11 12 6 3x4 4x6 5x8 3x4 3x6 3x8 3x6 0-2-50-11-8 0-11-8 7-0-14 6-1-6 12-7-0 5-6-2 7-0-14 7-0-14 12-7-0 5-6-2 6-9-86-11-133-9-40-7-46-9-87.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-0-4] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.61 0.73 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 -0.08 -0.01 (loc) 5-6 4-5 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 62 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* 1-5: 2x4 SPF No.2, 2-5,3-5: 2x3 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size) 6=533/0-3-8, 9=427/0-3-8 Max Horz 6=-156(LC 7) Max Uplift6=-81(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-396/131, 3-12=-307/54 WEBS 1-5=-102/299, 2-5=-281/141, 3-9=-429/42 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-0-14, Exterior(2) 7-0-14 to 10-0-14 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) Bearing at joint(s) 9 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 capable of withstanding 100 lb uplift at joint(s) 6. 7) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss T12 Truss Type ROOF SPECIAL Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238515 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-MhTy5G3iB7TQZBaDechXgr2a4GT2QD7WuK90QLzJvXZ Scale = 1:66.3 1 2 3 4 8 6 5 910 11 7 3x4 4x6 4x6 3x8 3x8 5x8 3x4 3x6 0-2-50-11-8 0-11-8 3-0-14 2-1-6 12-7-0 9-6-2 3-0-14 3-0-14 7-8-3 4-7-5 12-7-0 4-10-13 9-1-89-3-133-9-40-7-49-1-87.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.80 0.73 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.46 -0.02 (loc) 5-6 5-6 10 l/defl >792 >299 n/a L/d 240 180 n/a PLATES MT20 Weight: 78 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-6,3-5: 2x3 SPF No.2, 4-5: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 1-8, 2-6 REACTIONS.(lb/size) 7=533/0-3-8, 10=427/0-3-8 Max Horz 7=-221(LC 7) Max Uplift7=-88(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-376/87, 5-9=-1/266, 4-9=-1/266 WEBS 1-6=-96/329, 4-10=-429/35 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 6-0-14, Interior(1) 6-0-14 to 12-1-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Bearing at joint(s) 10 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 capable of withstanding 100 lb uplift at joint(s) 7. 7) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss T13 Truss Type ROOF SPECIAL Qty 3 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238516 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-MhTy5G3iB7TQZBaDechXgr2heGSMQFiWuK90QLzJvXZ Scale = 1:79.1 1 2 3 7 5 4 8 9 6 3x6 3x4 3x8 3x4 3x6 3x4 0-11-8 0-11-8 6-3-8 5-4-0 12-7-0 6-3-8 6-3-8 6-3-8 12-7-0 6-3-8 11-1-53-9-47.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.38 0.77 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.07 -0.13 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-5,3-5: 2x3 SPF No.2, 3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 1-7, 2-7 REACTIONS.(lb/size) 4=450/0-3-8, 6=533/0-3-8 Max Horz 6=-292(LC 5) Max Uplift6=-104(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-9=-319/55, 3-4=-375/92 BOT CHORD 5-6=-60/290 WEBS 2-7=-328/151, 3-5=-29/283 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=104. 4) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss T14 Truss Type ROOF SPECIAL Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238517 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-MhTy5G3iB7TQZBaDechXgr2a3GZCQ6fWuK90QLzJvXZ Scale = 1:62.5 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 3x4 3x8 4x6 3x6 3x6 3x8 3x4 3x4 3x4 5x6 0-2-54-0-2 4-0-2 10-4-5 6-4-2 17-4-0 6-11-11 4-0-2 4-0-2 10-4-5 6-4-2 17-4-0 6-11-11 18-3-0 0-11-0 8-6-158-9-41-0-08-6-157.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-1-12] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.80 0.33 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.12 0.01 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 86 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* 1-11,5-7: 2x4 SPF-S Stud, 1-10,2-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 1-11, 2-10 REACTIONS.(lb/size) 11=680/0-3-8, 7=747/0-3-8 Max Horz 11=-238(LC 7) Max Uplift11=-37(LC 5), 7=-6(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-648/116, 1-12=-271/117, 12-13=-270/117, 2-13=-267/118, 2-14=-307/110, 3-14=-399/76, 3-4=-414/73, 4-15=-751/55, 5-15=-851/25, 5-7=-680/92 BOT CHORD 10-11=-103/288, 9-10=0/648, 8-9=0/648, 7-8=-23/300 WEBS 1-10=-118/611, 4-10=-481/86, 5-8=0/351 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-0-2, Exterior(2) 4-0-2 to 7-0-2 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7. 6) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss T15 Truss Type ROOF SPECIAL Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238518 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-rt1KJc3KyQbHBL9QCJCmD2blhgsx9fHf7_vZznzJvXY Scale = 1:46.2 1 2 3 4 5 9 8 7 6 10 11 12 13 14 2x4 4x6 4x6 3x6 3x8 3x4 3x8 3x4 0-2-58-0-2 8-0-2 17-4-0 9-3-14 8-0-2 8-0-2 13-0-5 5-0-3 17-4-0 4-3-11 18-3-0 0-11-0 6-2-156-5-41-0-06-2-157.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.81 0.56 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.32 0.01 (loc) 6-8 6-8 6 l/defl >999 >638 n/a L/d 240 180 n/a PLATES MT20 Weight: 72 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* 1-8: 2x4 SPF No.2, 4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size) 9=681/0-3-8, 6=749/0-3-8 Max Horz 9=-173(LC 7) Max Uplift9=-47(LC 5), 6=-11(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-613/113, 1-10=-549/90, 10-11=-547/90, 11-12=-546/90, 2-12=-546/90, 2-13=-549/76, 3-13=-684/58, 3-14=-312/7, 4-14=-336/0, 4-6=-320/58 BOT CHORD 7-8=-7/659, 6-7=-7/659 WEBS 1-8=-90/650, 3-6=-561/85 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-4 to 3-1-4, Interior(1) 3-1-4 to 8-0-2, Exterior(2) 8-0-2 to 11-0-2 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 6) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss T16 Truss Type ROOF SPECIAL Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238519 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-rt1KJc3KyQbHBL9QCJCmD2bqUgs29YVf7_vZznzJvXY Scale = 1:46.0 1 2 3 4 5 9 8 7 6 10 11 12 13 3x6 2x4 6x6 5x6 3x6 4x8 3x4 4x10 0-2-58-8-0 8-8-0 17-4-0 8-8-0 5-3-14 5-3-14 8-8-0 3-4-2 17-4-0 8-8-0 18-3-0 0-11-0 3-10-156-0-111-0-03-10-157.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.50 0.55 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.33 0.02 (loc) 7-9 7-9 6 l/defl >999 >622 n/a L/d 240 180 n/a PLATES MT20 Weight: 75 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-3: 2x6 SP No.1 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-6: 2x6 SP No.1, 4-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-7 REACTIONS.(lb/size) 9=678/0-3-8, 6=751/0-3-8 Max Horz 9=-141(LC 7) Max Uplift6=-16(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-699/48, 3-11=-603/68, 3-12=-625/59, 12-13=-650/35, 4-13=-789/13, 4-6=-676/106 BOT CHORD 8-9=-1/684, 7-8=-1/684, 6-7=-89/526 WEBS 2-9=-797/91, 3-7=0/411 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-4 to 3-1-4, Interior(1) 3-1-4 to 8-8-0, Exterior(2) 8-8-0 to 11-8-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 6) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss T17 Truss Type Common Qty 2 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238520 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-J3biWy4yjkj8pVkcl1j?mG7_t4DIuAbpMee7VDzJvXX Scale = 1:46.0 1 2 3 4 5 9 8 7 6 10 11 12 13 4x6 3x4 3x6 4x8 4x10 3x4 4x10 8-8-0 8-8-0 17-4-0 8-8-0 -0-11-0 0-11-0 8-8-0 8-8-0 17-4-0 8-8-0 18-3-0 0-11-0 1-0-06-0-111-0-07.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.52 0.49 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.22 0.02 (loc) 7-9 7-9 6 l/defl >999 >916 n/a L/d 240 180 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-7: 2x3 SPF No.2, 2-9,4-6: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-7, 4-7 REACTIONS.(lb/size) 9=744/0-3-8, 6=744/0-3-8 Max Horz 9=110(LC 8) Max Uplift9=-18(LC 9), 6=-18(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-777/11, 10-11=-640/32, 3-11=-613/56, 3-12=-613/57, 12-13=-640/32, 4-13=-777/11, 2-9=-667/104, 4-6=-667/104 BOT CHORD 8-9=-103/552, 7-8=-103/552, 6-7=-82/552 WEBS 3-7=0/346 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 8-8-0, Exterior(2) 8-8-0 to 11-8-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 5) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss T17A Truss Type ROOF SPECIAL Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238521 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-J3biWy4yjkj8pVkcl1j?mG7_g4Ccu8XpMee7VDzJvXX Scale = 1:46.0 1 2 3 4 5 9 8 7 6 10 11 12 4x6 2x4 6x6 5x6 3x6 4x8 3x4 4x10 0-2-51-3-14 1-3-14 8-8-0 7-4-2 17-4-0 8-8-0 1-3-14 1-3-14 8-8-0 7-4-2 17-4-0 8-8-0 18-3-0 0-11-0 1-6-156-0-111-0-01-6-157.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.54 0.53 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.30 0.02 (loc) 7-9 7-9 6 l/defl >999 >678 n/a L/d 240 180 n/a PLATES MT20 Weight: 78 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-3: 2x6 SP No.1 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-6: 2x6 SP No.1, 4-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-7 REACTIONS.(lb/size) 9=678/0-3-8, 6=751/0-3-8 Max Horz 9=-113(LC 7) Max Uplift6=-18(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-763/28, 3-10=-628/53, 3-11=-630/55, 11-12=-658/31, 4-12=-794/9, 4-6=-677/103 BOT CHORD 8-9=-40/641, 7-8=-40/641, 6-7=-84/519 WEBS 2-9=-844/137, 3-7=0/363 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-4 to 1-3-14, Interior(1) 1-3-14 to 8-8-0, Exterior(2) 8-8-0 to 11-8-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 6) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss T18 Truss Type GABLE Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238522 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 11:30:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-8njonwAJOg2Fh64gngew02?Kzhzszw8YYNPw9HzJuZ8 Scale = 1:79.5 Sheet Back Left Option 12-3-15 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 20 18 17 16 15 14 13 12 11 21 22 51 52 53 54 55 56 57 58 19 3x6 4x8 4x6 6x6 3x6 2x4 5x8 2x4 3x6 3x4 3x4 12x12 3x8 3x4 3x4 3x8 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2-3-142-3-14 3-3-30-11-6 10-0-86-9-5 10-4-00-3-8 12-3-15 1-11-15 16-7-64-3-7 19-8-33-0-14 23-7-133-11-9 33-3-89-7-11 3-3-3 3-3-3 10-0-8 6-9-5 16-5-14 6-5-6 16-7-6 0-1-8 19-8-3 3-0-14 23-7-13 3-11-9 29-8-6 6-0-9 33-3-8 3-7-2 34-2-8 0-11-0 1-2-44-10-48-7-012-10-01-7-04-3-012-10-014.00 12 Plate Offsets (X,Y)-- [2:0-5-3,0-2-0], [4:0-9-4,Edge], [5:0-3-2,0-2-0], [6:0-3-0,0-1-8], [14:0-2-8,0-1-8], [17:0-2-12,0-2-4], [29:0-1-9,0-0-8], [32:0-1-9,0-0-8], [35:0-1-9,0-0-8], [44:0-1-14 ,0-0-0] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.66 0.72 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.56 0.01 (loc) 11-12 11-12 11 l/defl >999 >491 n/a L/d 240 180 n/a PLATES MT20 Weight: 373 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* 4-15,4-13,5-13,6-13,6-12: 2x4 SPF No.2 1-20,9-11,21-22,4-22: 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, and 2-0-0 oc purlins (6-0-0 max.): 2-4, 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 4-10-9 oc bracing: 16-21 5-2-7 oc bracing: 17-21. WEBS 1 Row at midpt 2-17, 4-15, 4-13, 6-13, 8-12 REACTIONS.All bearings 0-3-8 except (jt=length) 20=2-7-8. (lb) - Max Horz 20=242(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 11, 19 Max Grav All reactions 250 lb or less at joint(s) 19 except 20=323(LC 13), 11=955(LC 1), 16=1403(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-319/12, 4-5=-668/230, 5-54=-378/184, 54-55=-378/184, 55-56=-378/184, 6-56=-378/184, 6-57=-623/168, 7-57=-642/137, 7-8=-772/127, 1-20=-321/0 BOT CHORD 16-21=-1341/88, 17-21=-1181/103, 3-17=-469/115, 14-15=0/440, 13-14=0/440, 12-13=0/405, 11-12=0/486 WEBS 2-17=-272/10, 17-22=0/440, 15-22=0/437, 4-17=-486/131, 5-13=-122/282, 6-12=0/385, 8-11=-788/74 NOTES- 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; B=45ft; L=33ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 6-7-3, Interior(1) 6-7-3 to 19-8-3, Exterior(2) 19-8-3 to 26-11-12, Interior(1) 26-11-12 to 34-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 19. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss T19 Truss Type PIGGYBACK BASE Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238523 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-FSjSxe6CFLzs2ou?tSlTrhDIeutQMxA6py7EZ6zJvXV Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 26 27 28 4x6 4x8 6x6 4x6 6x6 3x6 2x4 5x12 2x4 3x4 3x6 3x4 5x12 3x4 3x4 3x8 2x4 0-1-124-3-3 4-3-3 11-2-8 6-11-4 11-2-14 0-0-6 17-7-6 6-4-8 19-8-3 2-0-14 23-7-13 3-11-9 33-3-8 9-7-11 4-3-3 4-3-3 11-2-8 6-11-4 17-7-6 6-4-14 19-8-3 2-0-14 23-7-13 3-11-9 29-8-6 6-0-9 33-3-8 3-7-2 34-2-8 0-11-0 1-2-46-0-48-7-012-10-01-7-04-3-012-10-014.00 12 Plate Offsets (X,Y)-- [2:0-5-3,0-2-0], [5:0-3-2,0-2-0], [6:0-3-0,0-1-8], [16:0-4-0,0-2-4] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.70 0.64 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.60 0.01 (loc) 11-12 11-12 11 l/defl >999 >434 n/a L/d 240 180 n/a PLATES MT20 Weight: 204 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-17,8-12,1-17,8-11: 2x3 SPF No.2, 1-18,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4, 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 4-11-5 oc bracing: 15-16. WEBS 1 Row at midpt 2-16, 4-16, 4-14, 6-14, 8-12 REACTIONS.(lb/size) 18=372/0-5-8, 15=1434/0-7-0, 11=898/0-3-8 Max Horz 18=242(LC 8) Max Uplift15=-2(LC 9), 11=-18(LC 9) Max Grav 18=390(LC 13), 15=1434(LC 1), 11=898(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-374/0, 19-20=-291/0, 4-5=-574/231, 5-24=-323/168, 24-25=-323/168, 25-26=-323/168, 6-26=-323/168, 6-27=-554/159, 7-27=-573/128, 7-8=-703/118, 1-18=-364/4 BOT CHORD 15-16=-1356/129, 3-16=-469/115, 13-14=0/360, 12-13=0/360, 11-12=0/449 WEBS 2-16=-344/43, 14-16=0/399, 4-16=-627/141, 5-14=-136/271, 6-12=-20/319, 8-11=-718/68 NOTES- 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; B=45ft; L=33ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-5-11, Interior(1) 3-5-11 to 4-3-3, Exterior(2) 4-3-3 to 7-7-3, Interior(1) 17-7-6 to 23-7-13, Exterior(2) 23-7-13 to 26-11-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 11. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss T20 Truss Type PIGGYBACK BASE Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238524 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-jeHq8z6q0f5jgyTBR9HiNulQYHC65PGF2ctn6YzJvXU Scale = 1:97.4 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 26 27 28 4x6 4x8 6x6 4x6 6x6 3x6 2x4 5x12 3x4 2x4 3x6 3x4 5x12 3x4 3x4 3x8 2x4 0-1-125-3-3 5-3-3 14-0-8 8-9-5 14-3-4 0-2-12 18-7-6 4-4-2 19-8-3 1-0-14 23-7-13 3-11-9 33-3-8 9-7-11 5-3-3 5-3-3 14-0-8 8-9-5 18-7-6 4-6-14 19-8-3 1-0-14 23-7-13 3-11-9 29-8-6 6-0-9 33-3-8 3-7-2 34-3-8 1-0-0 1-2-47-2-48-7-012-10-01-7-04-3-012-10-014.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-1-8], [2:0-5-3,0-2-0], [5:0-3-2,0-2-0], [6:0-3-0,0-1-8], [16:0-5-4,0-2-0] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.81 0.67 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.58 0.01 (loc) 11-12 11-12 11 l/defl >994 >395 n/a L/d 240 180 n/a PLATES MT20 Weight: 203 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* 2-16,4-14,5-14,6-14,6-12: 2x4 SPF No.2, 1-18,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4, 5-6. BOT CHORD Rigid ceiling directly applied or 5-1-13 oc bracing. WEBS 1 Row at midpt 2-16, 4-14, 6-14, 8-12 REACTIONS.(lb/size) 18=543/0-5-8, 15=1350/0-5-8, 11=815/0-3-8 Max Horz 18=242(LC 8) Max Uplift11=-27(LC 9) Max Grav 18=553(LC 13), 15=1350(LC 1), 11=815(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-557/10, 19-20=-456/17, 2-20=-348/40, 4-5=-358/250, 6-27=-452/162, 7-27=-471/131, 7-8=-601/121, 1-18=-522/24 BOT CHORD 17-18=-246/266, 16-17=-113/301, 15-16=-1296/95, 3-16=-511/126, 13-14=0/294, 12-13=0/294, 11-12=0/393 WEBS 2-17=0/300, 2-16=-327/24, 14-16=-28/283, 4-16=-391/151, 6-14=-255/0, 6-12=-8/366, 8-11=-626/67 NOTES- 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; B=45ft; L=33ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-5-11, Interior(1) 3-5-11 to 5-3-3, Exterior(2) 5-3-3 to 8-7-3, Interior(1) 18-7-6 to 23-7-13, Exterior(2) 23-7-13 to 26-11-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss T21 Truss Type PIGGYBACK BASE Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238525 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-jeHq8z6q0f5jgyTBR9HiNulSPHC25PdF2ctn6YzJvXU Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 18 16 15 14 13 12 11 10 19 20 21 22 23 24 25 26 27 17 5x8 4x8 6x6 5x8 3x6 2x4 5x12 2x4 2x4 3x6 3x4 3x8 3x4 3x4 3x8 2x4 0-1-121-4-0 1-4-0 6-3-3 4-11-3 14-0-8 7-9-5 14-3-4 0-2-12 19-7-6 5-4-2 19-8-3 0-0-14 23-7-13 3-11-9 33-3-8 9-7-11 6-3-3 6-3-3 14-0-8 7-9-5 19-7-6 5-6-14 19-8-3 0-0-14 23-7-13 3-11-9 29-8-6 6-0-9 33-3-8 3-7-2 34-2-8 0-11-0 1-2-48-4-48-7-012-10-01-7-04-3-012-10-014.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [2:0-5-3,0-2-0], [5:0-2-12,0-2-12], [15:0-4-12,0-2-8] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.70 0.67 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.57 0.02 (loc) 10-11 10-11 10 l/defl >996 >396 n/a L/d 240 180 n/a PLATES MT20 Weight: 201 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x6 SP No.1 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-16,13-15,7-11,1-16,7-10: 2x3 SPF No.2, 1-18,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-2-15 oc bracing: 14-15 6-0-0 oc bracing: 13-14. 1 Row at midpt 3-15 WEBS 1 Row at midpt 2-15, 4-15, 5-13, 7-11, 4-13 REACTIONS.All bearings 0-3-8 except (jt=length) 18=1-7-8, 14=0-5-8. (lb) - Max Horz 18=239(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 18, 10 Max Grav All reactions 250 lb or less at joint(s) 17 except 18=519(LC 13), 14=1306(LC 1), 10=827(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-544/65, 19-20=-411/67, 2-20=-393/95, 4-24=-255/195, 24-25=-251/196, 5-26=-472/182, 6-26=-490/151, 6-7=-620/141, 1-18=-511/70 BOT CHORD 17-18=-240/283, 16-17=-240/283, 15-16=-97/270, 14-15=-1251/44, 3-15=-471/111, 12-13=0/310, 11-12=0/310, 10-11=0/403 WEBS 2-16=0/272, 2-15=-308/6, 13-15=0/313, 4-15=-372/99, 5-11=-2/361, 7-10=-636/88 NOTES- 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; B=45ft; L=33ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-5-11, Interior(1) 3-5-11 to 6-3-3, Exterior(2) 6-3-3 to 26-11-12, Interior(1) 26-11-12 to 34-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 10. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss T22 Truss Type PIGGYBACK BASE Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238526 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-BrqDMJ7SnzDaI62N_toxw6Ie3hXQqrGOGGcKe?zJvXT Scale = 1:92.6 12 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 3x6 4x6 3x6 4x6 3x6 2x4 3x4 3x4 3x6 3x8 4x10 6x8 3x4 3x4 3x8 2x4 3x6 3x4 1-2-0 1-2-0 1-4-12 0-2-12 6-4-1 4-11-5 14-0-8 7-8-7 14-3-4 0-2-12 23-7-13 9-4-9 33-3-8 9-7-11 1-4-12 1-4-12 6-4-1 4-11-5 14-0-8 7-8-7 18-10-2 4-9-10 23-7-13 4-9-10 29-8-6 6-0-9 33-3-8 3-7-2 34-2-8 0-11-0 1-2-48-7-012-10-01-7-04-3-012-10-014.00 12 Plate Offsets (X,Y)-- [3:0-3-2,0-2-0], [7:0-3-2,0-2-0], [13:0-4-8,0-2-0], [16:0-6-4,0-4-4] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.64 0.67 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.49 0.01 (loc) 12-13 12-13 12 l/defl >999 >467 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 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-17,13-16,6-16,6-13,7-13: 2x4 SPF No.2, 1-19,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 5-5-2 oc bracing. Except: 1 Row at midpt 4-16 WEBS 1 Row at midpt 3-17, 6-16, 6-13, 9-13 REACTIONS.(lb/size) 15=1209/0-5-8, 18=649/0-5-8, 12=846/0-3-8 Max Horz 18=242(LC 8) Max Uplift18=-44(LC 9), 12=-54(LC 9) Max Grav 15=1209(LC 1), 18=656(LC 13), 12=846(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-470/91, 3-20=-361/118, 6-24=-322/191, 7-24=-322/191, 7-8=-497/189, 8-9=-645/148 BOT CHORD 15-16=-1134/35, 4-16=-579/88, 12-13=-2/417 WEBS 13-16=-20/306, 6-16=-400/76, 2-18=-613/133, 9-12=-677/96 NOTES- 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; B=45ft; L=33ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-5-11, Interior(1) 3-5-11 to 6-4-1, Exterior(2) 6-4-1 to 28-4-5, Interior(1) 28-4-5 to 34-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 12. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss T23 Truss Type PIGGYBACK BASE Qty 4 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238527 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-f1ObZf85YGLRvGcZYaJATJqoe5tIZGmYVwMuARzJvXS Scale = 1:91.7 1 2 3 4 5 10 9 8 7 6 12 11 13 14 15 16 6x6 4x6 2x4 3x4 3x6 3x4 4x8 3x6 3x8 3x8 3x4 3x8 3x6 0-3-8 0-3-8 7-11-6 7-7-14 15-7-5 7-7-14 25-0-0 9-4-11 7-11-6 7-11-6 15-7-5 7-7-14 21-7-14 6-0-9 25-0-0 3-4-2 12-6-86-8-412-10-01-10-86-1-1212-10-014.00 12 Plate Offsets (X,Y)-- [3:0-3-2,0-2-0], [11:0-2-8,0-1-4], [12:0-3-0,0-0-1] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.65 0.69 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.51 0.01 (loc) 6-7 6-7 6 l/defl >999 >577 n/a L/d 240 180 n/a PLATES MT20 Weight: 162 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-7,4-6: 2x3 SPF No.2, 5-6: 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 6-0-0 oc bracing: 1-12 WEBS 1 Row at midpt 2-11, 2-9, 2-7, 4-7 REACTIONS.(lb/size) 6=977/Mechanical, 12=977/0-3-0 Max Horz 12=-281(LC 9) Max Uplift12=-39(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-469/178, 14-15=-469/178, 3-15=-469/178, 3-16=-722/161, 4-16=-868/134 BOT CHORD 11-12=-852/7, 8-9=0/442, 7-8=0/442, 6-7=-38/511 WEBS 9-11=0/575, 2-11=-560/239, 3-7=-7/297, 4-6=-901/109 NOTES- 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; B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 15-7-5, Exterior(2) 15-7-5 to 18-7-5 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) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 12 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) 12. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss T24 Truss Type PIGGYBACK BASE Qty 3 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238528 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-f1ObZf85YGLRvGcZYaJATJqoH5svZEDYVwMuARzJvXS Scale = 1:91.7 1 2 3 4 5 6 7 12 11 10 9 8 14 13 15 16 17 1819 20 21 22 23 24 6x6 4x6 3x6 3x4 3x6 3x4 4x8 3x6 3x8 3x8 3x4 3x8 2x4 3x6 0-3-8 0-3-8 7-11-6 7-7-14 15-7-5 7-7-14 25-3-0 9-7-11 7-11-6 7-11-6 15-7-5 7-7-14 21-7-14 6-0-9 25-3-0 3-7-2 26-2-0 0-11-0 12-6-86-8-412-10-01-7-06-1-1212-10-014.00 12 Plate Offsets (X,Y)-- [3:0-3-2,0-2-0], [13:0-2-8,0-1-4], [14:0-3-0,0-0-1] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.67 0.71 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.56 0.01 (loc) 8-9 8-9 8 l/defl >999 >529 n/a L/d 240 180 n/a PLATES MT20 Weight: 163 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-9,5-8: 2x3 SPF No.2, 6-8: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. 6-0-0 oc bracing: 1-14 WEBS 1 Row at midpt 2-13, 2-11, 2-9, 5-9 REACTIONS.(lb/size) 8=1220/0-3-8, 14=1122/0-3-0 Max Horz 14=-325(LC 9) Max Uplift8=-17(LC 9), 14=-34(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-575/183, 17-18=-575/183, 18-19=-575/183, 3-19=-575/183, 3-20=-883/169, 4-20=-886/142, 4-5=-1028/129, 6-8=-263/58 BOT CHORD 13-14=-1002/0, 10-11=0/536, 10-22=0/536, 9-22=0/536, 9-23=0/629, 23-24=0/629, 8-24=0/629 WEBS 11-13=0/704, 2-13=-682/252, 3-9=-13/308, 5-8=-966/76 NOTES- 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; B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 15-7-5, Exterior(2) 15-7-5 to 18-7-5 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) 14 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) 8, 14. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss T25 Truss Type ROOF SPECIAL Qty 4 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238529 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-7Dyzn?9jJaTIXQBm6HqP?XN02VHDIrAhka5RitzJvXR Scale = 1:103.3 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 16 17 3x6 4x6 3x6 2x4 6x10 6x10 2x4 2x4 2x4 4x6 4x6 5-5-8 5-5-8 13-6-0 8-0-8 18-11-8 5-5-8 -0-11-0 0-11-0 5-5-8 5-5-8 9-5-12 4-0-4 13-6-0 4-0-4 18-11-8 5-5-8 19-10-8 0-11-0 1-7-412-7-151-7-43-5-1414.00 12 8.38 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [8:0-2-8,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.48 0.39 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.47 0.17 (loc) 11-12 11-12 10 l/defl >999 >480 n/a L/d 240 180 n/a PLATES MT20 Weight: 102 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* 5-11,5-12: 2x4 SPF No.2, 2-13,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 13=810/0-5-8, 10=810/0-5-8 Max Horz 13=-280(LC 7) Max Uplift13=-15(LC 9), 10=-15(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-1227/0, 3-14=-1101/0, 3-4=-1005/3, 4-15=-1215/226, 5-15=-1112/258, 5-16=-1112/252, 6-16=-1215/220, 6-7=-1005/6, 7-17=-1101/0, 8-17=-1227/0, 2-13=-815/106, 8-10=-815/133 BOT CHORD 12-13=-339/399, 11-12=-102/384 WEBS 5-11=-163/818, 6-11=-309/284, 5-12=-184/818, 4-12=-309/283, 2-12=0/686, 8-11=0/686 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 9-5-12, Exterior(2) 9-5-12 to 12-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 13, 10 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) 13, 10. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss T26 Truss Type ROOF SPECIAL Qty 3 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238530 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-7Dyzn?9jJaTIXQBm6HqP?XN03VHDIphhka5RitzJvXR Scale = 1:103.3 1 2 34 5 6 7 11 10 9 8 12 13 14 15 3x6 4x6 4x6 2x4 6x10 6x10 2x4 2x4 2x4 4x6 5-5-8 5-5-8 13-6-0 8-0-8 18-11-8 5-5-8 -0-11-0 0-11-0 5-5-8 5-5-8 9-5-12 4-0-4 13-6-0 4-0-4 18-11-8 5-5-8 1-7-412-7-151-7-43-5-1414.00 12 8.38 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [7:0-2-8,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.48 0.39 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.47 0.17 (loc) 9-10 9-10 8 l/defl >999 >480 n/a L/d 240 180 n/a PLATES MT20 Weight: 100 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* 5-9,5-10: 2x4 SPF No.2, 2-11,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 11=812/0-5-8, 8=745/0-5-8 Max Horz 11=270(LC 8) Max Uplift11=-14(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-1231/41, 3-12=-1105/68, 3-4=-984/73, 4-13=-1219/295, 5-13=-1116/327, 5-14=-1127/329, 6-14=-1233/297, 6-15=-1095/67, 7-15=-1232/40, 2-11=-817/141, 7-8=-740/104 BOT CHORD 10-11=-328/381, 9-10=-88/386 WEBS 5-9=-228/838, 6-9=-326/296, 5-10=-243/820, 4-10=-309/283, 2-10=0/689, 7-9=0/710 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 9-5-12, Exterior(2) 9-5-12 to 12-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 11, 8 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) 11. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss T27 Truss Type ROOF SPECIAL Qty 2 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238531 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-cQWL_LAL3ub99amyg?LeYkwDNvdU1HjrzEr?FJzJvXQ Scale = 1:101.2 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 3x12 4x8 4x6 6x10 6x10 2x4 2x4 2x4 6x8 0-9-40-5-8 0-5-8 5-0-0 4-6-8 13-0-8 8-0-8 18-6-0 5-5-8 5-0-0 5-0-0 9-0-4 4-0-4 13-0-8 4-0-4 18-6-0 5-5-8 2-0-712-7-150-10-81-7-43-5-1414.00 12 8.38 12 Plate Offsets (X,Y)-- [1:0-4-5,0-1-8], [3:Edge,0-2-0], [5:0-2-8,0-1-8], [9:0-4-0,0-2-4] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.38 0.39 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.45 0.13 (loc) 7-8 7-8 6 l/defl >999 >484 n/a L/d 240 180 n/a PLATES MT20 Weight: 99 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* 3-8,3-7: 2x4 SPF No.2, 5-6,1-9: 2x4 SPF-S Stud, 1-9: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=731/0-5-8, 11=698/0-1-8 Max Horz 11=238(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1127/23, 2-12=-991/46, 2-13=-1140/253, 3-13=-1041/285, 3-14=-1100/319, 4-14=-1206/287, 4-15=-1068/56, 5-15=-1205/29, 5-6=-727/100 BOT CHORD 8-9=-194/362, 7-8=-80/371 WEBS 2-8=-286/262, 3-8=-197/737, 3-7=-226/829, 4-7=-326/297, 5-7=0/691, 1-8=0/434, 1-11=-740/47 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-7-4 to 3-7-4, Interior(1) 3-7-4 to 9-0-4, Exterior(2) 9-0-4 to 12-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 6, 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 at joint(s) 11. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss T28 Truss Type ROOF SPECIAL Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238532 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 13:46:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-_vkDV1p8q4_j3kiEn1NMtx5N5PzvFRCIs0OkkLzJsZn Scale = 1:79.0 1 2 3 4 5 11 10 9 8 7 6 12 1314 15 16 17 18 5x8 4x6 5x8 5x12 5x12 2x4 2x4 2x4 2x4 3x6 3x6 0-3-8 0-3-8 5-0-0 4-8-8 13-0-8 8-0-8 17-9-0 4-8-8 18-0-8 0-3-8 0-3-8 0-3-8 5-0-0 4-8-8 9-0-4 4-0-4 13-0-8 4-0-4 17-9-0 4-8-8 18-0-8 0-3-8 2-0-712-6-120-9-42-0-70-10-83-4-1014.00 12 8.38 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [5:Edge,0-1-5] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.21 0.39 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.46 0.12 (loc) 8-9 8-9 15 l/defl >999 >464 n/a L/d 240 180 n/a PLATES MT20 Weight: 91 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* 1-10,5-7: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 14=693/0-1-8, 15=693/0-1-8 Max Horz 14=-207(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1103/30, 2-16=-966/54, 2-17=-1112/265, 3-17=-1014/297, 3-18=-1014/296, 4-18=-1112/264, 4-5=-1103/61 BOT CHORD 9-10=-147/295, 8-9=-39/356 WEBS 3-8=-197/730, 4-8=-293/269, 3-9=-212/730, 2-9=-293/268, 1-9=0/487, 5-8=0/487, 1-14=-717/43, 5-15=-717/37 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 9-0-4, Exterior(2) 9-0-4 to 12-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 14, 15 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) 14, 15. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss T29 Truss Type MONOPITCH Qty 7 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238533 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-cQWL_LAL3ub99amyg?LeYkwFZviB1MOrzEr?FJzJvXQ Scale = 1:65.8 2 3 4 6 5 1 3x6 5x6 5x6 3x6 4x6 0-5-8 0-5-8 3-0-6 2-6-14 4-1-2 1-0-13 6-8-0 2-6-14 7-1-8 0-5-8 3-0-6 3-0-6 4-1-2 1-0-13 7-1-8 3-0-6 0-7-138-10-18-10-13-0-014.00 12 14.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.24 0.09 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.05 0.11 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 70 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x10 SP No.1 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SP No.1 *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 1=295/0-5-8, 5=276/0-5-8 Max Horz 1=224(LC 8) Max Uplift5=-95(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-465/113, 2-3=-328/105, 3-4=-391/176, 4-5=-248/407 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-2-12 to 3-3-5, Interior(1) 3-3-5 to 6-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 1, 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 capable of withstanding 100 lb uplift at joint(s) 5. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 2 #26 Heritage @ Spring Mill Job Reference (optional) I33238534 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-4c4jChAzqBk0mjL8Dist4ySRdIz2mj4_BuaYnmzJvXP Scale = 1:31.5 1 2 3 4 5 615 16 17 18 5x12 3x4 4x6 5x12 3x4 3x8 4-9-8 4-9-8 9-7-0 4-9-8 4-9-8 4-9-8 9-7-0 4-9-8 1-0-03-9-91-0-07.00 12 Plate Offsets (X,Y)-- [1:0-5-8,Edge], [5:0-7-15,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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.15 0.43 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.01 (loc) 6-9 6-9 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 90 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SP No.1 1-6-0, Right 2x6 SP No.1 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=2397/0-3-8, 5=2311/0-3-8 Max Horz 1=45(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1798/0, 2-3=-2559/0, 3-4=-2561/0, 4-5=-1759/0 BOT CHORD 1-15=0/2156, 15-16=0/2156, 6-16=0/2156, 6-17=0/2156, 17-18=0/2156, 5-18=0/2156 WEBS 3-6=0/2315 NOTES- 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 0-9-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights); 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 957 lb down at 1-8-4, 957 lb down at 3-8-4, 71 lb down and 74 lb up at 3-9-8, 957 lb down at 5-8-4, and 71 lb down and 74 lb up at 5-9-8, and 957 lb down at 7-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 7-11=-20 Concentrated Loads (lb) Vert: 15=-957(F) 16=-1014(F=-957) 17=-1014(F=-957) 18=-957(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 Componentavailable 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. May 4,2018 Job B18801442 Truss TG02 Truss Type HALF HIP GIRDER Qty 2 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238535 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-4c4jChAzqBk0mjL8Dist4ySRFI2kmp8_BuaYnmzJvXP Scale = 1:22.8 1 2 3 4 7 6 5 4x6 2x4 2x4 2x4 2x4 2x4 0-1-121-4-6 1-4-6 2-6-0 1-1-10 -0-11-0 0-11-0 1-4-6 1-4-6 2-6-0 1-1-10 1-7-03-0-63-2-22-8-140-3-83-0-614.00 12 Plate Offsets (X,Y)-- [3:0-3-4,0-2-0] 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 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.18 0.07 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 7 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=166/0-3-8, 5=77/0-1-8 Max Horz 7=88(LC 4) Max Uplift7=-7(LC 7), 5=-62(LC 4) Max Grav 7=166(LC 1), 5=83(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights); 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) 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. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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) 33 lb down and 26 lb up at 2-4-4 on top chord, and 7 lb down and 4 lb up at 1-4-6 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). 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, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 4=-7(B) 6=4(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 Componentavailable 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. May 4,2018 Job B18801442 Truss TG03 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238536 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-Yoe6P1BbbVstOtwLnQN6d9?PmiL8V9x8QYK5JCzJvXO Scale = 1:72.3 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 20 21 4x6 4x6 4x6 3x4 4x6 4x8 3x4 3x4 6x8 2x4 3x6 3x8 0-1-06-5-8 6-5-8 13-4-4 6-10-12 20-3-0 6-10-12 23-3-0 3-0-0 -0-11-0 0-11-0 6-5-8 6-5-8 9-11-0 3-5-8 15-1-0 5-2-0 20-3-0 5-2-0 23-3-0 3-0-0 24-2-0 0-11-0 1-7-05-0-09-1-71-7-05-0-014.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [6:0-3-14,0-2-0] 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 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.96 0.31 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.09 -0.15 0.03 (loc) 10-11 10-11 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 133 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x3 SPF No.2 *Except* 3-13: 2x4 SPF No.2, 2-14,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-2 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 5-10 REACTIONS.(lb/size) 14=1188/0-3-8, 9=1417/0-3-8 Max Horz 14=-203(LC 5) Max Uplift14=-168(LC 7), 9=-477(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1149/224, 3-4=-1073/253, 4-15=-1696/492, 5-15=-1696/492, 5-6=-801/341, 6-7=-1268/473, 2-14=-1119/192, 7-9=-1399/482 BOT CHORD 13-14=-203/307, 12-13=-315/1534, 12-16=-315/1534, 11-16=-315/1534, 11-17=-431/1568, 17-18=-431/1568, 18-19=-431/1568, 19-20=-431/1568, 10-20=-431/1568 WEBS 3-13=-274/1226, 4-13=-1487/454, 4-11=-235/311, 5-11=-74/381, 5-10=-1038/205, 6-10=-311/694, 2-13=-136/510, 7-10=-299/840 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights); 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=168, 9=477. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 252 lb down and 56 lb up at 12-11-12, 107 lb down and 107 lb up at 13-8-4, 106 lb down and 111 lb up at 15-8-4, 106 lb down and 111 lb up at 17-8-4, and 106 lb down and 111 lb up at 19-8-4, and 94 lb down and 122 lb up at 21-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-6=-60, 6-7=-60, 7-8=-60, 9-14=-20 Concentrated Loads (lb) Vert: 16=-252(F) 17=-88 18=-76 19=-76 20=-76 21=-73 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 Componentavailable 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. May 4,2018 Job B18801442 Truss TG04 Truss Type HIP GIRDER Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238537 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-Yoe6P1BbbVstOtwLnQN6d9?V9iJZVFh8QYK5JCzJvXO Scale = 1:34.0 1 2 3 4 5 6 7 8 11 10 9 20 21 22 23 24 25 4x8 4x8 4x10 4x6 4x6 2x4 3x4 4x10 4x6 0-1-05-0-0 5-0-0 12-4-0 7-4-0 17-4-0 5-0-0 -0-11-0 0-11-0 5-0-0 5-0-0 12-4-0 7-4-0 17-4-0 5-0-0 18-3-0 0-11-0 1-0-03-10-03-11-01-0-03-10-07.00 12 Plate Offsets (X,Y)-- [2:0-6-11,0-0-6], [4:0-2-8,0-2-4], [5:0-4-0,0-1-11], [7:0-6-11,0-0-6] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.62 0.41 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.17 -0.16 -0.03 (loc) 9-11 9-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 83 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SP No.1 1-6-0, Right 2x6 SP No.1 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-3 oc purlins, except 2-0-0 oc purlins (5-0-10 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 8-11-5 oc bracing. REACTIONS.(lb/size) 2=843/0-3-8, 7=843/0-3-8 Max Horz 2=54(LC 6) Max Uplift2=-469(LC 7), 7=-474(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-502/352, 3-4=-1065/797, 4-20=-879/716, 20-21=-879/716, 5-21=-879/716, 5-6=-1064/805, 6-7=-504/355 BOT CHORD 2-22=-644/875, 11-22=-644/875, 10-11=-654/879, 10-23=-654/879, 23-24=-654/879, 9-24=-654/879, 9-25=-639/874, 7-25=-639/874 WEBS 4-11=-356/411, 5-9=-363/414 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights); 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=469, 7=474. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 48 lb down and 65 lb up at 3-0-12, 128 lb down and 158 lb up at 5-0-12, 128 lb down and 158 lb up at 7-0-12, 128 lb down and 158 lb up at 8-8-0, 128 lb down and 158 lb up at 10-3-4, and 128 lb down and 158 lb up at 12-3-4, and 48 lb down and 65 lb up at 14-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-8=-60, 12-16=-20 Concentrated Loads (lb) Vert: 10=-29 11=-29 9=-29 22=-23 23=-29 24=-29 25=-23 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 Componentavailable 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. May 4,2018 Job B18801442 Truss TG05 Truss Type FLAT GIRDER Qty 1 Ply 2 #26 Heritage @ Spring Mill Job Reference (optional) I33238538 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-0_CUcNCDMp_j01VXL7vLANYgB6heEV6HfC3frezJvXN Scale = 1:25.5 1 2 3 6 5 4 7 8 9 10 3x4 3x4 4x6 2x4 4x6 3x8 7-2-0 7-2-0 14-4-0 7-2-0 7-2-0 7-2-0 14-4-0 7-2-0 3-0-0LOADING (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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.60 0.29 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.13 0.02 (loc) 5 5 4 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 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x3 SPF No.2 *Except* 1-6,3-4: 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=1966/Mechanical, 4=1966/0-5-8 Max Horz 6=-66(LC 7) Max Uplift6=-155(LC 5), 4=-155(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-768/135, 3-4=-768/135 BOT CHORD 5-6=-384/3130, 4-5=-384/3130 WEBS 2-6=-3186/371, 2-5=0/255, 2-4=-3186/369 NOTES- 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 0-9-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=155, 4=155. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-260, 4-6=-20 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 Componentavailable 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. May 4,2018 Job B18801442 Truss TG06 Truss Type HIP GIRDER Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238539 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-0_CUcNCDMp_j01VXL7vLANYiD6jREgEHfC3frezJvXN Scale = 1:37.3 1 2 3 4 8 7 6 5 9 10 11 12 13 14 15 3x6 4x8 4x8 3x6 2x4 2x4 3x4 3x8 3-11-2 3-11-2 10-6-6 6-7-3 14-11-8 4-5-2 3-11-2 3-11-2 10-6-6 6-7-3 14-11-8 4-5-2 2-6-94-9-14-10-12-3-14-9-17.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-4], [3:0-4-0,0-1-11] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.47 0.18 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.06 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 77 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x3 SPF No.2 *Except* 1-8,4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=827/0-3-8, 5=811/0-3-8 Max Horz 8=-93(LC 5) Max Uplift8=-326(LC 7), 5=-304(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-727/338, 2-3=-633/327, 3-4=-784/353, 1-8=-759/315, 4-5=-739/298 BOT CHORD 7-11=-298/591, 11-12=-298/591, 12-13=-298/591, 6-13=-298/591 WEBS 1-7=-313/662, 4-6=-308/657 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights); 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=326, 5=304. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 66 lb down and 62 lb up at 1-2-12, 87 lb down and 97 lb up at 3-2-12, 100 lb down and 109 lb up at 5-2-12, 100 lb down and 109 lb up at 7-2-12, 100 lb down and 109 lb up at 9-2-12, and 87 lb down and 97 lb up at 11-2-12, and 66 lb down and 62 lb up at 13-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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, 3-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 9=-66 10=-66 11=-66 12=-66 13=-66 14=-66 15=-66 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 Componentavailable 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. May 4,2018 Job B18801442 Truss V01 Truss Type Valley Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238540 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-UBlsqiDs766adB4jvrQaia4vZW2nzAGQtspCO5zJvXM Scale: 3/8"=1' 1 2 3 4 7 6 5 8 2x4 5x6 5x6 2x4 2x4 2x4 2x4 0-1-123-6-8 3-6-8 4-7-1 1-0-9 5-7-0 0-11-15 3-6-8 3-6-8 4-7-1 1-0-9 5-7-0 0-11-15 0-0-43-11-134-1-92-11-103-11-1314.00 12 Plate Offsets (X,Y)-- [2:0-4-8,Edge], [3:0-4-8,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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.36 0.17 0.05 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: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x3 SPF No.2 *Except* 2-3: 2x4 SPF-S Stud BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 5-7-0. (lb) - Max Horz 1=98(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7, 6 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-2-11 to 3-2-11, Interior(1) 3-2-11 to 3-6-8, Exterior(2) 3-6-8 to 4-7-1 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) Gable requires continuous bottom chord bearing. 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, 5, 7, 6. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss V02 Truss Type Valley Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238541 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-UBlsqiDs766adB4jvrQaia4ziW3QzAfQtspCO5zJvXM Scale = 1:16.4 1 2 3 4 6 5 2x4 3x4 4x6 2x4 2x4 2x4 0-1-120-0-3 0-0-3 2-2-3 2-1-15 4-7-0 2-4-14 1-10-5 1-10-5 2-2-3 0-3-13 4-7-0 2-4-14 0-0-41-7-132-2-11-7-1314.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-0] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.10 0.07 0.02 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: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x3 SPF No.2 *Except* 2-3: 2x4 SPF-S Stud BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=80/4-6-13, 5=85/4-6-13, 6=176/4-6-13 Max Horz 1=49(LC 8) Max Uplift5=-10(LC 5), 6=-11(LC 6) Max Grav 1=80(LC 1), 5=86(LC 14), 6=176(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-2-11 to 2-2-3, Interior(1) 2-2-3 to 4-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 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) 5, 6. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss V03 Truss Type Valley Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238542 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-UBlsqiDs766adB4jvrQaia4_0W4vzA1QtspCO5zJvXM Scale = 1:9.4 1 2 3 2x4 2x4 2x4 1-8-11 1-8-11 0-10-5 0-10-5 1-8-11 0-10-5 0-0-41-0-10-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.02 0.04 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: 3 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 1-8-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=51/1-8-11, 3=51/1-8-11 Max Horz 1=-15(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss V04 Truss Type Valley Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238543 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-yNJE12DUuQERFLfwSYxpFod7nwPGidHa6WYlwXzJvXL Scale = 1:20.5 1 2 32x4 2x4 2x4 2-4-14 2-4-14 0-0-42-9-1114.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.14 0.09 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: 7 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 2-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=83/2-4-14, 3=83/2-4-14 Max Horz 1=67(LC 6) Max Uplift3=-31(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) 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) 3. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss V05 Truss Type Valley Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238544 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-yNJE12DUuQERFLfwSYxpFod9PwQJidHa6WYlwXzJvXL Scale = 1:13.4 1 2 3 2x4 2x4 2x4 1-4-14 1-4-14 0-0-41-7-1114.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.04 0.02 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 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=43/1-4-14, 3=43/1-4-14 Max Horz 1=35(LC 6) Max Uplift3=-16(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) 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) 3. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss V06 Truss Type Valley Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238545 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-yNJE12DUuQERFLfwSYxpFod_gwCFidHa6WYlwXzJvXL Scale = 1:30.6 1 2 3 4 5 2x4 2x4 2x4 7-2-4 7-2-4 0-0-44-2-57.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.73 0.92 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: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size) 1=262/7-2-4, 3=262/7-2-4 Max Horz 1=107(LC 8) Max Uplift3=-5(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 7-1-0 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) 3. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss V07 Truss Type Valley Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238546 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-QZtcFOE6fkMItVE60GS2n?AH0JkXR3WjL9IJSzzJvXK Scale = 1:14.6 1 2 3 2x4 2x4 2x4 3-2-4 3-2-4 0-0-41-10-57.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.24 0.15 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: 6 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 3-2-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=107/3-2-4, 3=107/3-2-4 Max Horz 1=44(LC 6) Max Uplift3=-2(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) 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) 3. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss V08 Truss Type VALLEY Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238547 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-QZtcFOE6fkMItVE60GS2n?AFxJj?R3WjL9IJSzzJvXK Scale = 1:28.0 1 2 3 5 4 6 3x4 3x4 2x4 2x4 -0-11-0 0-11-0 4-9-0 4-9-0 1-3-114-0-157.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.37 0.25 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 2 2 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x3 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=251/4-9-0, 4=172/4-9-0 Max Horz 5=110(LC 6) Max Uplift5=-14(LC 9), 4=-27(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 4-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 5, 4. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss V09 Truss Type Valley Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238548 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-QZtcFOE6fkMItVE60GS2n?AHYJksR3WjL9IJSzzJvXK Scale = 1:13.9 1 2 3 2x4 2x4 2x4 2-11-15 2-11-15 0-0-41-8-157.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.21 0.13 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: 6 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 2-11-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=100/2-11-15, 3=100/2-11-15 Max Horz 1=41(LC 8) Max Uplift3=-2(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) 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) 3. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss V10 Truss Type Valley Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238549 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-umR?SkFkQ1U9UfpIazzHKDiSGj45AWmtap1s?PzJvXJ Scale = 1:23.6 1 2 3 2x4 2x4 2x4 2-9-15 2-9-15 0-0-43-3-1014.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.21 0.13 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: 8 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 2-9-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=100/2-9-12, 3=100/2-9-12 Max Horz 1=81(LC 6) Max Uplift3=-38(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) 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) 3. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss V10A Truss Type Valley Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238550 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-umR?SkFkQ1U9UfpIazzHKDiP9j25AWmtap1s?PzJvXJ Scale = 1:30.6 1 2 3 4 2x4 2x4 2x4 3-9-15 3-9-15 0-0-44-5-1014.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.41 0.26 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: 11 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 3-9-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=140/3-9-12, 3=140/3-9-12 Max Horz 1=114(LC 6) Max Uplift3=-53(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-2-11 to 3-2-11, Interior(1) 3-2-11 to 3-8-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 3. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss V11 Truss Type Valley Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238551 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-umR?SkFkQ1U9UfpIazzHKDiULj6QAWmtap1s?PzJvXJ Scale = 1:16.4 1 2 3 2x4 2x4 2x4 1-9-15 1-9-15 0-0-42-1-1014.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.05 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: 5 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 1-9-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=60/1-9-12, 3=60/1-9-12 Max Horz 1=49(LC 6) Max Uplift3=-23(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) 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) 3. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss V12 Truss Type Valley Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238552 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-Ny?Ng4GMBLc06oNU8gUWtQFcv7QZvxv0oTnQXszJvXI Scale = 1:52.4 1 2 3 4 7 6 5 8 9 3x4 3x4 2x4 2x4 2x4 2x4 2x4 12-5-6 12-5-6 0-0-47-3-27.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.28 0.18 0.14 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: 40 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-4-15. (lb) - Max Horz 1=192(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=440(LC 1), 7=336(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-262/78 WEBS 3-6=-258/123, 2-7=-257/109 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 12-4-2 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) 5, 6, 7. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss V13 Truss Type Valley Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238553 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-Ny?Ng4GMBLc06oNU8gUWtQFck7Qpvz40oTnQXszJvXI Scale = 1:37.6 1 2 3 5 4 6 7 2x4 2x4 2x4 2x4 2x4 8-5-6 8-5-6 0-0-44-11-27.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.29 0.17 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: 25 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=117/8-4-15, 4=117/8-4-15, 5=390/8-4-15 Max Horz 1=127(LC 8) Max Uplift4=-12(LC 6), 5=-33(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-292/138 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 8-4-2 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss V14 Truss Type Valley Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238554 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-Ny?Ng4GMBLc06oNU8gUWtQFYB7NEvz00oTnQXszJvXI Scale = 1:19.0 1 2 3 4 2x4 2x4 2x4 4-5-6 4-5-6 0-0-42-7-27.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.52 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 4-5-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=158/4-4-15, 3=158/4-4-15 Max Horz 1=64(LC 6) Max Uplift3=-3(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 4-4-2 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) 3. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss V15 Truss Type Valley Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238555 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-r8ZltQH_yfktkyyhhO0lPeojaXe2eQGA17Wz3IzJvXH Scale = 1:26.8 1 2 3 4 5 2x4 2x4 2x4 6-2-9 6-2-9 0-0-43-7-87.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.54 0.68 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: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=226/6-2-2, 3=226/6-2-2 Max Horz 1=92(LC 6) Max Uplift3=-5(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-5-10 to 3-5-10, Interior(1) 3-5-10 to 6-1-5 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) 3. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss V16 Truss Type Valley Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238556 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-r8ZltQH_yfktkyyhhO0lPeoqUXofeQGA17Wz3IzJvXH Scale = 1:11.1 1 2 3 2x4 2x4 2x4 2-2-9 2-2-9 0-0-41-3-87.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.10 0.06 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 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=68/2-2-2, 3=68/2-2-2 Max Horz 1=28(LC 8) Max Uplift3=-2(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) 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) 3. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss V17 Truss Type Valley Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238557 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-r8ZltQH_yfktkyyhhO0lPeon7XlVeQGA17Wz3IzJvXH Scale: 3/4"=1' 1 2 3 2x4 2x4 2x4 3-6-14 3-6-14 0-0-42-1-07.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.31 0.20 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: 7 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 3-6-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=123/3-6-7, 3=123/3-6-7 Max Horz 1=50(LC 8) Max Uplift3=-3(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) 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) 3. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss V18 Truss Type Valley Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238558 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-JL774mHcjyskL6XtF5X_yrKz3x3eNtkJGnGWbkzJvXG Scale = 1:33.3 1 2 3 5 4 6 2x4 2x4 2x4 2x4 2x4 7-6-14 7-6-14 0-0-44-5-07.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.24 0.27 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: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=83/7-6-7, 4=123/7-6-7, 5=353/7-6-7 Max Horz 1=114(LC 6) Max Uplift4=-10(LC 6), 5=-30(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-265/130 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-5-10 to 3-6-14, Interior(1) 3-6-14 to 7-5-10 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss V19 Truss Type Valley Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238559 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-JL774mHcjyskL6XtF5X_yrK0qx7HNtWJGnGWbkzJvXG Scale = 1:15.2 1 2 3 2x4 2x4 2x4 1-7-15 1-7-15 0-0-41-11-414.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.06 0.04 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 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=53/1-7-11, 3=53/1-7-11 Max Horz 1=43(LC 8) Max Uplift3=-20(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) 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) 3. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss V20 Truss Type VALLEY Qty 2 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238560 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-JL774mHcjyskL6XtF5X_yrKrexzjNt2JGnGWbkzJvXG Scale = 1:34.2 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 4 3 7 5 8 6 9 11 10 12 5x8 5x8 5x8 5x8 0-6-04-0-02-0-0 2-11-0 2-11-0 2-11-0 2-11-0 5-0-5LOADING (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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.71 0.65 0.03 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: 52 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 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 1, 2, 9, 10, 11, 12 REACTIONS.(lb/size) 4=108/2-11-0, 3=108/2-11-0 Max Horz 4=-125(LC 7) Max Uplift4=-119(LC 5), 3=-119(LC 6) Max Grav 4=144(LC 8), 3=144(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) 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) except (jt=lb) 4=119, 3=119. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss V21 Truss Type VALLEY Qty 2 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238561 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-nXhVI6IFUG_bzG63pp2DU3t7CKQ96JQSUR?48BzJvXF Scale = 1:33.5 1 2 3 4 5 8 7 6 2x4 2x4 3x4 2x4 2x4 2x4 2-11-0 2-11-0 -0-6-0 0-6-0 1-6-0 1-6-0 2-11-0 1-5-0 3-5-0 0-6-0 3-1-154-10-153-3-214.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.27 0.25 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4 4 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 16 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 2-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=95/2-11-0, 6=91/2-11-0, 7=103/2-11-0 Max Horz 8=125(LC 8) Max Uplift8=-92(LC 9), 6=-96(LC 9) Max Grav 8=126(LC 8), 6=121(LC 7), 7=164(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) 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) 8, 6. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUNDWITH NEGLIGIBLE LATERAL DEFLECTIONS. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss V22 Truss Type VALLEY Qty 2 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238562 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-nXhVI6IFUG_bzG63pp2DU3tBXKTT6KXSUR?48BzJvXF Scale = 1:19.1 1 2 3 4 5 8 7 6 2x4 2x4 3x4 2x4 2x4 2x4 2-11-0 2-11-0 -0-6-0 0-6-0 1-6-0 1-6-0 2-11-0 1-5-0 3-5-0 0-6-0 0-9-152-6-150-11-214.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.06 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4 5 6 l/defl n/r n/r n/a L/d 120 120 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 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=99/2-11-0, 6=96/2-11-0, 7=94/2-11-0 Max Horz 8=65(LC 8) Max Uplift8=-56(LC 9), 6=-57(LC 9) Max Grav 8=99(LC 13), 6=96(LC 1), 7=94(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) 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) 8, 6. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. THIS COMPONENT IS TO BE USED INCONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. 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 Componentavailable 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. May 4,2018 Job B18801442 Truss V23 Truss Type GABLE Qty 1 Ply 1 #26 Heritage @ Spring Mill Job Reference (optional) I33238563 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 04 10:24:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:nDETWxrwSVPdvU4HrUAndjyJeqW-FjEuVSJtFa6SbQhGNWZS1GQKfkpjrnccj5ldgdzJvXE Scale = 1:33.3 Sheet Front Full Sheathing 1 Ply 7/16OSB81 2 3 4 5 6 8 13 12 11 10 9 7 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-2-53-2-8 3-2-8 7-2-15 4-0-7 3-2-8 3-2-8 7-2-15 4-0-7 3-0-74-0-64-2-110-4-13-8-50-4-10-2-54-2-117.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.10 0.04 0.03 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: 45 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 7-2-15 oc purlins, except end verticals, and 2-0-0 oc purlins: 1-4, 4-10, 5-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 7-2-15. (lb) - Max Horz 13=-74(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 13, 4, 10, 8, 7, 12, 11, 9 Max Grav All reactions 250 lb or less at joint(s) 13, 4, 10, 8, 12, 11, 9 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-4 to 6-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 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) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 4, 10, 8, 7, 12, 11, 9. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 13, 4, 10, 8, 7, 12, 11, 9. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 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 Componentavailable 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. May 4,2018 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS 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 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL 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.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 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"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. 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 InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge 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 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 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 System General 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.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses 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.