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HomeMy WebLinkAboutI39046871.39_Heritage_at_Spring_Mills16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). October 25,2019 Liu, Xuegang Pages or sheets covered by this seal: I39046871 thru I39046972 My license renewal date for the state of Indiana is July 31, 2020. 39_Heritage_at_Spring_Mills 39 Heritage at Spring Mills IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss CG01 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046871 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-imhlrPMFCKjC6T6kofUu?_fDp8zcQQHgtRasDqyPwXx Scale = 1:26.7 1 2 5 6 7 3 8 9 4 4x6 3x6 -1-10-3 1-10-3 4-10-4 4-10-4 1-11-54-9-00-4-144-4-23-6-101-2-76.95 12 3.47 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [5:0-1-3,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-R 0.43 0.25 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.09 -0.07 -0.16 (loc) 4-5 4-5 3 l/defl >641 >820 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 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 4-10-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=329/0-8-7, 3=116/Mechanical, 4=47/Mechanical Max Horz 5=136(LC 7) Max Uplift 5=-63(LC 7), 3=-74(LC 7), 4=-46(LC 7) Max Grav 5=329(LC 1), 3=116(LC 1), 4=90(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-282/61 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) 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 capable of withstanding 63 lb uplift at joint 5, 74 lb uplift at joint 3 and 46 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 58 lb up at 2-0-10, and 66 lb down and 74 lb up at 2-6-10 on top chord, and 14 lb down and 31 lb up at 2-0-10, and 40 lb down and 74 lb up at 2-6-10 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: 8=-1(B) 9=2(F) October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss CG02 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046872 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-AyF72lNuzdr3kdgwMM?7XCBOVYJ09sXp55KQlHyPwXw Scale = 1:26.8 1 2 5 6 7 3 8 9 4 4x6 3x6 -1-10-3 1-10-3 4-10-4 4-10-4 1-11-54-9-13-6-104-4-21-2-76.95 12 3.47 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [5:0-1-3,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-R 0.43 0.24 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.07 -0.07 -0.16 (loc) 4-5 4-5 3 l/defl >756 >820 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 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 4-10-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=330/0-8-7, 3=116/Mechanical, 4=48/Mechanical Max Horz 5=136(LC 7) Max Uplift 5=-49(LC 7), 3=-73(LC 7), 4=-32(LC 7) Max Grav 5=330(LC 1), 3=116(LC 1), 4=90(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-282/62 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) 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 capable of withstanding 49 lb uplift at joint 5, 73 lb uplift at joint 3 and 32 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 58 lb up at 2-0-9, and 66 lb down and 75 lb up at 2-6-10 on top chord, and 14 lb down and 31 lb up at 2-0-9, and 33 lb down and 44 lb up at 2-6-10 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: 8=-1(F) 9=-0(B) October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss GE01 Truss Type GABLE Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046873 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-e9pVG4NWkxzwLnF7w3WM4Pkb3ygluG_zKl3zHjyPwXv Scale = 1:57.3 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 3x4 3x6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-11-0 11-11-0 -0-11-0 0-11-0 5-11-8 5-11-8 11-11-0 5-11-8 12-10-0 0-11-0 1-9-88-8-151-9-814.00 12 Plate Offsets (X,Y)-- [7:Edge,0-1-14] 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-R 0.32 0.15 0.24 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: 201 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-19 REACTIONS.All bearings 11-11-0. (lb) - Max Horz 24=-199(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=-342(LC 7), 14=-324(LC 8), 23=-283(LC 8), 15=-269(LC 7) Max Grav All reactions 250 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=367(LC 8), 14=349(LC 7), 19=318(LC 9), 23=347(LC 7), 15=333(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-61/262, 6-7=-39/300, 7-8=-33/300, 8-9=-55/262 WEBS 7-19=-386/13 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=2ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Corner(3) -0-11-0 to 1-11-7, Exterior(2) 1-11-7 to 5-11-8, Corner(3) 5-11-8 to 8-11-8, Exterior(2) 8-11-8 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) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 21, 22, 18, 17, 16 except (jt=lb) 24=342, 14=324, 23=283, 15=269. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss GE02 Truss Type GABLE Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046874 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-6LNtTQO8VF5nzxqJTn1bcdHiGLzmdX16ZOpWp9yPwXu Scale = 1:78.5 Sheet Front Left Option 9-9-9 1 Ply 7/16OSB8 12 3 4 5 6 7 8 9 10 16 15 14 13 12 11 21 18 19 47 17 48 20 4543 22 44 41 42 25 46 49 50 51 52 53 54 55 56 4x6 4x6 4x6 3x6 4x6 3x8 4x6 3x4 4x6 3x4 2x4 5x8 3x8 4x6 8x10 2x4 4x6 3x8 2x4 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x8 2x4 2x4 3x8 2x4 2x4 2x4 2x4 0-1-132-0-0 9-9-92-7-83-0-05-7-83-0-03-4-128-9-3 8-9-3 9-9-9 1-0-6 14-5-13 4-8-4 23-3-0 8-9-3 -0-11-0 0-11-0 4-1-10 4-1-10 8-9-3 4-7-9 14-5-13 5-8-9 17-3-8 2-9-11 19-1-6 1-9-14 23-3-0 4-1-10 24-2-0 0-11-0 1-9-811-10-712-0-41-9-811-10-714.00 12 Plate Offsets (X,Y)-- [5:0-3-3,0-2-0], [6:0-3-3,0-2-0], [17:0-2-8,0-2-4], [20:0-3-12,0-2-8] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.55 0.35 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.14 0.01 (loc) 11-12 15-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 405 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-15,6-12: 2x4 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, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 17, 18, 19, 20, 21, 25, 41, 46, 47, 48 REACTIONS.(lb/size)11=1072/0-3-8, 16=960/0-3-8 Max Horz 16=261(LC 6) Max Uplift 11=-41(LC 7), 16=-161(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-305/50, 4-5=-810/138, 5-6=-468/136, 6-7=-735/153, 7-8=-819/123, 8-9=-271/155, 2-16=-310/71, 9-11=-326/149 BOT CHORD 15-16=-169/476, 14-15=-149/432, 12-14=-93/474, 11-12=0/506 WEBS 15-18=-17/343, 18-19=-23/342, 19-47=-32/291, 5-47=-33/291, 12-17=-36/336, 17-48=-59/288, 6-48=-59/290, 8-11=-734/0, 16-22=-694/76, 4-22=-667/71 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) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 16=161. 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) 61 lb down and 115 lb up at 0-8-9 on top chord, and 26 lb down and 56 lb up at 0-8-9, 8 lb down and 17 lb up at 2-10-3, 8 lb down and 17 lb up at 4-10-3, 8 lb down and 17 lb up at 6-10-3, and 8 lb down and 17 lb up at 8-10-3, and 8 lb down and 17 lb up at 10-10-3 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 Continued on page 2 October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss GE02 Truss Type GABLE Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046874 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:25 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-6LNtTQO8VF5nzxqJTn1bcdHiGLzmdX16ZOpWp9yPwXu LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-6=-60, 6-9=-60, 9-10=-60, 16-55=-20, 55-56=-60, 11-56=-20 Concentrated Loads (lb) Vert: 15=0(F) 3=38(F) 50=5(F) 51=0(F) 52=0(F) 53=0(F) 54=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 Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss GE03 Truss Type GABLE Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046875 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-bXxGgmPmGYDeb5PV1UYq9qpv0lLgMDfFo2Y4MbyPwXt Scale = 1:31.0 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 11 10 9 8 7 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 -0-11-0 0-11-0 5-11-8 5-11-8 1-3-85-3-38.00 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-R 0.42 0.18 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 7 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 67 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* 6-7: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-11-8. (lb) - Max Horz 11=142(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 11, 7, 8 except 10=-102(LC 6) Max Grav All reactions 250 lb or less at joint(s) 11, 7, 8, 9, 10 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=2ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Corner(3) -0-11-0 to 1-11-8, Exterior(2) 1-11-8 to 5-10-4 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7, 8 except (jt=lb) 10=102. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss GE04 Truss Type GABLE Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046876 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-3kUeu6QO1sLVCF_ibC43i2M6O9hH5b3P0iIdu2yPwXs Scale = 1:59.5 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 28 29 30 27 4x6 2x4 3x4 3x6 3x6 3x4 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4-3-8 4-3-8 8-7-8 4-4-0 12-11-0 4-3-8 -0-11-0 0-11-0 6-5-8 6-5-8 12-11-0 6-5-8 1-9-89-3-151-9-83-0-014.00 12 9.00 12 Plate Offsets (X,Y)-- [7:Edge,0-1-14] 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-R 0.31 0.16 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.05 (loc) 1 1 27 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 161 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 14-15. REACTIONS.All bearings 12-11-0. (lb) - Max Horz 26=220(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 22, 18, 14, 20, 21, 23, 24, 19, 17, 16 except 26=-278(LC 7), 27=-130(LC 8), 25=-207(LC 8), 15=-183(LC 7) Max Grav All reactions 250 lb or less at joint(s) 22, 18, 14, 27, 21, 23, 24, 19, 17, 16 except 26=370(LC 8), 20=358(LC 9), 25=260(LC 7), 15=275(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-70/281, 6-7=-47/315, 7-8=-42/311, 8-9=-65/266 WEBS 7-20=-416/26 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 9-5-8, Interior(1) 9-5-8 to 12-9-13 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) Bearing at joint(s) 27 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 18, 14, 20, 21, 23, 24, 19, 17, 16 except (jt=lb) 26=278, 27=130, 25=207, 15=183. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 22, 18, 14, 27, 20, 21, 23, 24, 25, 19, 17, 16, 15. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss GE05 Truss Type GABLE Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046877 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-Xw205SR0oATLqOZu9vbIEFvAYZ?0q61YFM1BQUyPwXr Scale = 1:69.5 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 3x6 3x8 4x6 4x6 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 0-2-518-2-8 18-2-8 -0-11-0 0-11-0 14-0-6 14-0-6 18-2-8 4-2-2 1-3-810-5-710-7-1210-5-78.00 12 Plate Offsets (X,Y)-- [8:0-0-0,0-1-12], [8:0-3-0,0-2-4], [9:0-1-8,0-0-0] 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-R 0.73 0.32 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1 17 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 381 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* 16-17: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 13-20: 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.): 13-16. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 19-20,18-19,17-18. WEBS 1 Row at midpt 16-17, 13-20, 12-21, 11-22, 14-19, 15-18 REACTIONS.All bearings 18-2-8. (lb) - Max Horz 31=291(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 17, 20, 21, 22, 23, 24, 26, 27, 28, 19, 18 except 31=-112(LC 7), 30=-228(LC 6) Max Grav All reactions 250 lb or less at joint(s) 17, 20, 21, 22, 23, 24, 26, 27, 28, 29, 30, 19, 18 except 31=308(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-31=-340/77, 2-3=-482/151, 3-4=-336/105, 4-5=-333/106, 5-6=-299/97, 6-7=-268/88 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=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Corner(3) -0-11-0 to 1-10-10, Exterior(2) 1-10-10 to 14-0-6, Corner(3) 14-0-6 to 17-0-6, Exterior(2) 17-0-6 to 18-0-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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) 17, 20, 21, 22, 23, 24, 26, 27, 28, 19, 18 except (jt=lb) 31=112, 30=228. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss GE06 Truss Type GABLE Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046878 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-Xw205SR0oATLqOZu9vbIEFvJwZ3_q7TYFM1BQUyPwXr Scale = 1:26.4 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 2x4 2x4 3x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-2-56-1-4 6-1-4 7-10-0 1-8-12 -0-11-0 0-11-0 4-9-0 4-9-0 7-10-0 3-1-0 1-2-144-2-94-4-141-3-112-10-148.00 12 6.00 12 Plate Offsets (X,Y)-- [6:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.13 0.06 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 1 1 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 53 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, and 2-0-0 oc purlins (6-0-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 7-10-0. (lb) - Max Horz 17=92(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 10, 12, 16, 15, 11 Max Grav All reactions 250 lb or less at joint(s) 17, 10, 12, 16, 15, 14, 13, 11 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 4-9-0, Corner(3) 4-9-0 to 7-8-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Bearing at joint(s) 17, 12, 16, 15, 14, 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 12, 16, 15, 11. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 10, 12, 16, 15, 14, 13, 11. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss GE07 Truss Type GABLE Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046879 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-?6cOJoReZTbCSY84id6XnTRVRzPgZaoiU0nkywyPwXq Scale = 1:17.0 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 9 8 7 6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 4-0-0 4-0-0 2-4-6 2-4-6 4-0-0 1-7-10 1-2-142-9-130-11-91-10-48.00 12 6.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3] 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-R 0.09 0.03 0.01 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: 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 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 4-0-0. (lb) - Max Horz 9=48(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 6, 8 Max Grav All reactions 250 lb or less at joint(s) 9, 6, 7, 8 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) 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) Bearing at joint(s) 9, 6, 7, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6, 7, 8. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss GE08 Truss Type GABLE Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046880 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-TJAmW8SHKnj33ijGGKdmJg_gVMl2I1irigWHVNyPwXp Scale = 1:34.7 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 14 13 12 11 10 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7-4-0 7-4-0 -0-11-0 0-11-0 3-8-0 3-8-0 7-4-0 3-8-0 8-3-0 0-11-0 0-5-104-8-150-5-1014.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [5:Edge,0-1-14], [8:0-2-10,0-1-0] 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-P 0.07 0.02 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 7-4-0. (lb) - Max Horz 2=-105(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 13, 14, 11, 10 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 2-3-15, Exterior(2) 2-3-15 to 3-8-0, Corner(3) 3-8-0 to 6-8-0, Exterior(2) 6-8-0 to 8-3-0 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) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 13, 14, 11, 10. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss J01 Truss Type JACK-OPEN Qty 14 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046881 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-TJAmW8SHKnj33ijGGKdmJg_XIMgFI00rigWHVNyPwXp Scale = 1:34.9 1 2 3 5 4 6 7 3x8 3x8 2x4 2x4 3-10-8 3-10-8 -0-11-0 0-11-0 3-10-8 3-10-8 1-9-86-3-120-3-814.00 12 Plate Offsets (X,Y)-- [4:0-2-1,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.65 0.33 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.03 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 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 3-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=216/0-3-8, 4=138/0-1-8 Max Horz 5=168(LC 9) Max Uplift 4=-110(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) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 3-9-3 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=110. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss J02 Truss Type JACK-OPEN Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046882 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-xVk9kUTv55rwhsITq18?suXo1m4m1UW?xKGr1pyPwXo Scale = 1:17.4 1 2 5 3 4 3x6 3x4 1-9-14 1-9-3 -1-10-3 1-10-3 1-9-14 1-9-14 1-9-82-10-32-5-42-10-36.95 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] 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-R 0.27 0.12 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: 8 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 1-9-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=-9/Mechanical, 4=10/Mechanical, 5=253/0-5-12 Max Horz 5=90(LC 9) Max Uplift 3=-20(LC 6), 4=-22(LC 9), 5=-7(LC 9) Max Grav 3=13(LC 7), 4=31(LC 2), 5=253(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 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) * 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) 3, 4, 5. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss J03 Truss Type JACK-OPEN Qty 2 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046883 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-xVk9kUTv55rwhsITq18?suXqYm4I1UW?xKGr1pyPwXo Scale = 1:17.5 1 2 5 3 4 2x4 2x4 2-4-12 2-4-12 -0-11-0 0-11-0 2-4-12 2-4-12 1-3-82-10-112-5-72-10-118.00 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-R 0.17 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 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 2-4-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=164/0-3-8, 3=53/Mechanical, 4=22/Mechanical Max Horz 5=77(LC 9) Max Uplift 3=-30(LC 9), 4=-3(LC 9) Max Grav 5=164(LC 1), 3=53(LC 1), 4=43(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) * 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) 3, 4. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss J04 Truss Type JACK-OPEN Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046884 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-PhIXxqUXsOznJ0sfOlfEP53znAP?mxm8A_?OZFyPwXn Scale = 1:17.4 1 2 5 3 4 3x6 3x4 1-9-14 1-9-3 -1-10-3 1-10-3 1-9-14 1-9-14 1-9-82-10-32-5-42-10-36.95 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] 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-R 0.27 0.12 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: 8 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 1-9-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=-9/Mechanical, 4=10/Mechanical, 5=253/0-5-12 Max Horz 5=90(LC 9) Max Uplift 3=-20(LC 6), 4=-22(LC 9), 5=-7(LC 9) Max Grav 3=13(LC 7), 4=31(LC 2), 5=253(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 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) * 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) 3, 4, 5. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss J05 Truss Type JACK-OPEN Qty 8 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046885 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-PhIXxqUXsOznJ0sfOlfEP53vaAMcmwe8A_?OZFyPwXn Scale = 1:33.4 1 2 3 5 4 6 7 3x6 3x6 2x4 2x4 3-10-8 3-10-8 -0-11-0 0-11-0 3-10-8 3-10-8 1-6-06-0-40-3-814.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [4:0-2-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.54 0.27 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 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 3-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=216/0-3-8, 4=138/0-1-8 Max Horz 5=162(LC 9) Max Uplift 4=-97(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) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 3-9-3 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss J06 Truss Type JACK-CLOSED Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046886 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-PhIXxqUXsOznJ0sfOlfEP53rZAL5mvV8A_?OZFyPwXn Scale = 1:37.6 1 2 3 4 7 6 5 8 9 3x6 6x6 3x6 6x6 2x4 3x12 6-1-4 6-1-4 7-10-0 1-8-12 -0-11-0 0-11-0 6-1-4 6-1-4 7-10-0 1-8-12 1-2-146-5-93-3-33-2-63-6-112-10-148.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-4], [5:0-3-8,Edge], [7:0-2-3,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-S 0.80 0.37 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.27 0.10 (loc) 6-7 6-7 5 l/defl >971 >335 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 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* 4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=369/0-3-8, 5=299/0-1-8 Max Horz 7=159(LC 9) Max Uplift 5=-54(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-391/124 BOT CHORD 6-7=-283/255 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 7-8-4 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) * 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) 7, 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) 5. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss J07 Truss Type JACK-CLOSED Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046887 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-tusv89U9ci5exARrxSATxJc8waknVOoHPelx6hyPwXm Scale = 1:23.3 1 2 3 4 5 8 7 6 3x4 3x6 3x4 4x6 2x4 2x4 2x4 0-1-131-5-7 1-5-7 3-0-8 1-7-1 -0-11-0 0-11-0 0-6-14 0-6-14 1-5-7 0-10-10 3-0-8 1-7-1 1-6-02-0-34-0-33-8-110-3-84-0-32-0-314.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [3:0-2-4,0-1-8], [4:0-1-9,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-R 0.31 0.15 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.00 (loc) 7 7 6 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 2x3 SPF No.2 *Except* 5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-8 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)8=184/0-5-8, 6=100/0-1-8 Max Horz 8=109(LC 6) Max Uplift 8=-14(LC 5), 6=-57(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 1-5-7, Interior(1) 1-5-7 to 2-10-12 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) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 6 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) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss J08 Truss Type JACK-CLOSED Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046888 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-tusv89U9ci5exARrxSATxJc7fakXVOlHPelx6hyPwXm Scale = 1:23.3 1 2 3 4 5 8 7 6 3x4 3x6 5x6 3x4 3x4 2x4 3x6 0-1-131-8-9 1-8-9 3-0-8 1-3-15 -0-11-0 0-11-0 1-8-9 1-8-9 2-7-3 0-10-10 3-0-8 0-5-5 1-6-03-4-34-0-33-8-110-3-84-0-33-4-314.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [3:0-3-12,0-2-8], [6:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.33 0.17 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.00 (loc) 7 7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 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* 5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-8 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)8=184/0-5-8, 6=100/0-1-8 Max Horz 8=109(LC 8) Max Uplift 8=-7(LC 9), 6=-61(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) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 6 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) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss J09 Truss Type JACK-OPEN Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046889 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-M4QHMVVnN?DVYJ02VAiiUW9Hv_30ErhRdIUVe8yPwXl Scale = 1:27.5 1 2 3 5 4 6 3x6 3x6 2x4 2x4 3-0-8 3-0-8 -0-11-0 0-11-0 3-0-8 3-0-8 1-6-04-10-00-3-814.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [4:0-2-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.42 0.21 0.04 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: 15 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 3-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=186/0-5-8, 4=102/0-1-8 Max Horz 5=140(LC 9) Max Uplift 4=-87(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) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 2-11-3 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss J10 Truss Type JACK-OPEN Qty 8 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046890 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-M4QHMVVnN?DVYJ02VAiiUW9Hv_30ErhRdIUVe8yPwXl Scale = 1:28.6 1 2 3 5 4 6 3x6 3x6 2x4 2x4 3-0-8 3-0-8 -0-11-0 0-11-0 3-0-8 3-0-8 1-6-05-0-90-3-814.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [4:0-2-1,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.42 0.21 0.04 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: 15 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 3-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=186/0-5-8, 4=102/0-1-8 Max Horz 5=140(LC 9) Max Uplift 4=-87(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) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 2-11-3 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss J11 Truss Type JACK-OPEN Qty 2 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046891 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-qGzfZrWP8JLMATbE3tDx0khS8NPVzIsasyE2AayPwXk Scale = 1:28.6 1 2 4 3 3x6 3x6 2x4 2x4 3-0-8 3-0-8 3-0-8 3-0-8 1-6-05-0-90-3-814.00 12 Plate Offsets (X,Y)-- [3:0-1-15,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.39 0.20 0.04 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: 13 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 3-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=114/0-5-8, 3=113/0-1-8 Max Horz 4=99(LC 9) Max Uplift 3=-81(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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 3 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) 3. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss J12 Truss Type Jack-Open Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046892 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-qGzfZrWP8JLMATbE3tDx0khUXNQCzIVasyE2AayPwXk Scale = 1:20.6 1 4 2 3 3x4 3x4 1-3-10 1-3-10 1-11-53-5-92-11-102-10-70-5-1414.00 12 7.00 12 Plate Offsets (X,Y)-- [4:0-0-13,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-R 0.30 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.04 (loc) 4 4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 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 1-3-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)4=48/0-5-8, 2=35/Mechanical, 3=12/Mechanical Max Horz 4=66(LC 9) Max Uplift 4=-45(LC 7), 2=-58(LC 9), 3=-37(LC 9) Max Grav 4=97(LC 9), 2=47(LC 7), 3=41(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) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 3. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss J12A Truss Type JACK-OPEN Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046893 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-ITX2nBX1vdTDodAQdbkAZxEdQnlVillk5czci0yPwXj Scale = 1:20.6 1 2 5 3 4 3x8 3x6 -0-11-0 0-11-0 1-3-10 1-3-10 1-11-53-5-92-11-102-10-70-5-1514.00 12 7.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [5:0-8-0,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-R 0.42 0.21 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.05 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 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 1-3-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=135/0-5-8, 3=12/Mechanical, 4=9/Mechanical Max Horz 5=107(LC 9) Max Uplift 5=-26(LC 7), 3=-62(LC 9), 4=-67(LC 9) Max Grav 5=135(LC 1), 3=42(LC 7), 4=46(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) Refer to girder(s) for truss to truss connections. 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 capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss J13 Truss Type JACK-OPEN Qty 5 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046894 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-ITX2nBX1vdTDodAQdbkAZxEevnl9ijGk5czci0yPwXj Scale = 1:29.3 1 2 3 5 4 6 7 8 9 3x4 2x4 2x4 3x8 2x4 0-3-85-0-6 5-0-6 -0-11-0 0-11-0 5-0-6 5-0-6 1-5-54-9-92-3-02-11-82-6-98.00 12 7.00 12 Plate Offsets (X,Y)-- [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-P 0.33 0.24 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.00 (loc) 4-5 4-5 7 l/defl >999 >735 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 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 5-0-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=262/0-5-8, 7=169/0-1-8 Max Horz 5=120(LC 9) Max Uplift 7=-46(LC 9) 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 4-8-10 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) * 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, 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) 7. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss J14 Truss Type JACK-OPEN Qty 2 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046895 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-mf5Q_XXggwb4PnldAIFP69nphB3IRC?tKGj9FTyPwXi Scale = 1:28.8 1 2 3 7 6 8 4 5 3x4 3x4 4x6 3x4 3-2-4 3-2-4 5-0-6 1-10-2 -0-11-0 0-11-0 3-2-4 3-2-4 5-0-6 1-10-2 1-5-54-9-90-5-34-4-63-2-71-7-28.00 12 7.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [7:0-0-13,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-R 0.26 0.37 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.04 (loc) 6 6 5 l/defl >999 >791 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 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 5-0-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=292/0-5-8, 4=115/Mechanical, 5=91/Mechanical Max Horz 7=123(LC 9) Max Uplift 4=-36(LC 9), 5=-3(LC 9) Max Grav 7=292(LC 1), 4=115(LC 1), 5=130(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-264/57 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 4-11-10 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) 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) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss J15 Truss Type JACK-OPEN Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046896 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-mf5Q_XXggwb4PnldAIFP69nrXB7gRC?tKGj9FTyPwXi Scale = 1:19.3 1 2 7 56 8 3 4 2x4 2x4 4x6 2x4 1-2-4 1-2-4 2-8-7 1-6-3 -0-11-0 0-11-0 1-2-4 1-2-4 2-8-7 1-6-3 1-5-53-2-152-9-132-9-120-5-28.00 12 7.00 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-R 0.14 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 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 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=192/0-5-8, 3=63/Mechanical, 4=30/Mechanical Max Horz 7=88(LC 9) Max Uplift 3=-29(LC 9), 4=-13(LC 9) Max Grav 7=192(LC 1), 3=63(LC 1), 4=57(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) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 2-7-11 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) 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) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss J16 Truss Type JACK-OPEN Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046897 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-ErfoCtYIREkx1xKpk0meeMJ0HbTvAfF0YwSinvyPwXh Scale = 1:19.3 1 2 7 56 8 3 4 2x4 2x4 4x6 2x4 1-2-4 1-2-4 2-8-7 1-6-3 -0-11-0 0-11-0 1-2-4 1-2-4 2-8-7 1-6-3 1-5-53-2-152-9-132-9-120-5-28.00 12 7.00 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-R 0.14 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 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 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=192/0-5-8, 3=63/Mechanical, 4=30/Mechanical Max Horz 7=88(LC 9) Max Uplift 3=-29(LC 9), 4=-13(LC 9) Max Grav 7=192(LC 1), 3=63(LC 1), 4=57(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) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 2-7-11 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) 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) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss J17 Truss Type JACK-OPEN Qty 6 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046898 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-ErfoCtYIREkx1xKpk0meeMJ06bT6AfF0YwSinvyPwXh Scale = 1:16.2 1 2 5 3 4 2x4 2x4 2-0-0 2-0-0 -0-11-0 0-11-0 2-0-0 2-0-0 1-3-82-7-82-2-52-7-88.00 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-R 0.15 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: 7 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 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=153/0-3-8, 3=41/Mechanical, 4=18/Mechanical Max Horz 5=71(LC 9) Max Uplift 3=-26(LC 9), 4=-6(LC 9) Max Grav 5=153(LC 1), 3=41(LC 1), 4=36(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) * 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) 3, 4. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss J18 Truss Type JACK-OPEN Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046899 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-i1DAPDZwCYsof5v?IjHtBas90?opv6UAnaCGJLyPwXg Scale: 3/4"=1' 1 2 5 3 4 3x4 2x4 1-4-6 1-3-12 -1-10-3 1-10-3 1-4-6 1-4-6 1-9-82-7-00-4-142-2-12-7-06.95 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] 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-R 0.27 0.11 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 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 1-4-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=-46/Mechanical, 4=4/Mechanical, 5=259/0-5-12 Max Horz 5=84(LC 9) Max Uplift 3=-46(LC 1), 4=-34(LC 9), 5=-6(LC 5) Max Grav 3=36(LC 19), 4=24(LC 7), 5=259(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 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) * 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) 3, 4, 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 53 lb down and 41 lb up at 1-4-4 on top 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 October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss J20 Truss Type JACK-OPEN Qty 2 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046900 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-i1DAPDZwCYsof5v?IjHtBasBs?oLv6UAnaCGJLyPwXg Scale = 1:16.2 1 2 5 3 4 2x4 2x4 2-0-0 2-0-0 -0-11-0 0-11-0 2-0-0 2-0-0 1-3-82-7-82-2-52-7-88.00 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-R 0.15 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: 7 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 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=153/0-3-8, 3=41/Mechanical, 4=18/Mechanical Max Horz 5=71(LC 9) Max Uplift 3=-26(LC 9), 4=-6(LC 9) Max Grav 5=153(LC 1), 3=41(LC 1), 4=36(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) * 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) 3, 4. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss J21 Truss Type JACK-OPEN Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046901 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-AEnYcZaYzr_fGEUBsQo6jnPKmO82eZkJ0ExprnyPwXf Scale: 3/4"=1' 1 2 5 3 4 3x4 2x4 1-4-6 1-3-12 -1-10-3 1-10-3 1-4-6 1-4-6 1-9-82-7-00-4-142-2-12-7-06.95 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] 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-R 0.27 0.11 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 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 1-4-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=-46/Mechanical, 4=4/Mechanical, 5=259/0-5-12 Max Horz 5=84(LC 9) Max Uplift 3=-46(LC 1), 4=-34(LC 9), 5=-6(LC 5) Max Grav 3=36(LC 19), 4=24(LC 7), 5=259(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 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) * 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) 3, 4, 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 53 lb down and 41 lb up at 1-4-4 on top 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 October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss J22 Truss Type JACK-OPEN Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046902 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-AEnYcZaYzr_fGEUBsQo6jnPKmO82eZkJ0ExprnyPwXf Scale: 3/4"=1' 1 2 5 3 4 3x4 2x4 1-4-6 1-3-12 -1-10-3 1-10-3 1-4-6 1-4-6 1-9-82-7-00-4-152-2-12-7-06.95 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] 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-R 0.27 0.11 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 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 1-4-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=-46/Mechanical, 4=4/Mechanical, 5=259/0-5-12 Max Horz 5=84(LC 9) Max Uplift 3=-46(LC 1), 4=-34(LC 9), 5=-6(LC 5) Max Grav 3=36(LC 19), 4=24(LC 7), 5=259(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 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) * 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) 3, 4, 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 53 lb down and 41 lb up at 1-4-4 on top 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 October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss M02 Truss Type HALF HIP Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046903 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-eQLxqubAk96VuO2OP8KLG?xODoKjNsfTEuhNOEyPwXe Scale = 1:78.6 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 3x6 8x16 3x4 3x6 3x6 3x4 3x4 5x8 4x8 8-11-1 8-11-1 17-6-6 8-7-5 18-6-0 0-11-10 -0-11-0 0-11-0 8-11-1 8-11-1 17-6-6 8-7-5 18-6-0 0-11-10 1-3-812-9-712-11-1212-9-79-1-128.00 12 Plate Offsets (X,Y)-- [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-MS 0.74 0.72 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.39 0.25 (loc) 8-10 8-10 13 l/defl >999 >567 n/a L/d 240 180 n/a PLATES MT20 Weight: 112 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-10,2-10: 2x3 SPF No.2 OTHERS 2x6 SPF No.2 *Except* 6-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6, 6-7. Except: 10-0-0 oc bracing: 7-12 BOT CHORD Rigid ceiling directly applied or 8-3-6 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS.(lb/size)11=858/0-3-8, 13=787/0-3-0 Max Horz 11=311(LC 6) Max Uplift 13=-49(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-927/0, 3-5=-254/69, 2-11=-792/51, 7-12=-393/379, 6-12=-393/379 BOT CHORD 10-11=-494/301, 8-10=-209/658 WEBS 3-10=0/362, 3-8=-753/140, 2-10=0/359, 5-8=-236/372, 6-13=-794/167 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 17-6-6, Exterior(2) 17-6-6 to 17-11-12 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) The Fabrication Tolerance at joint 2 = 4% 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) Bearing at joint(s) 13 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss M03 Truss Type MONOPITCH Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046904 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-7cvJ1EboVTEMWYdazrrapCUbcCf56M4cTYQwwgyPwXd Scale = 1:77.2 1 2 3 4 5 6 10 9 8 7 11 12 13 14 15 16 17 3x6 4x8 6x6 3x8 4x6 3x4 3x6 3x6 3x8 3x6 1 1 - 1 - 4 9-3-0 9-3-0 18-6-0 9-3-0 -0-11-0 0-11-0 6-2-13 6-2-13 12-3-3 6-0-5 18-6-0 6-2-13 1-3-813-7-89-1-1213-7-88.00 12 Plate Offsets (X,Y)-- [6:0-4-8,Edge], [7:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.63 0.78 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.51 -0.69 (loc) 7-9 7-9 12 l/defl >748 >428 n/a L/d 240 180 n/a PLATES MT20 Weight: 97 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, 2-10: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-7, 3-10 REACTIONS.(lb/size)10=913/0-3-8, 12=873/0-3-0 Max Horz 10=322(LC 6) Max Uplift 12=-58(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-345/108, 3-5=-832/30, 7-11=-88/757, 6-11=-88/757, 2-10=-379/110 BOT CHORD 9-10=-239/726, 7-9=-168/416 WEBS 5-9=-21/625, 5-7=-722/139, 3-10=-683/0, 6-12=-876/149 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 18-0-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 12 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) 12. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss M04 Truss Type MONOPITCH Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046905 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-7cvJ1EboVTEMWYdazrrapCUdaCoI6SEcTYQwwgyPwXd Scale = 1:26.7 1 2 3 5 4 3x4 3x4 3x6 3x6 2-5-8 2-5-8 -0-11-0 0-11-0 2-5-8 2-5-8 1-9-84-7-154-4-70-3-84-7-1514.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.51 0.25 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -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: 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 2-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=166/0-3-8, 4=71/0-1-8 Max Horz 5=127(LC 6) Max Uplift 5=-23(LC 5), 4=-106(LC 6) Max Grav 5=166(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) 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) 4 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) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=106. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss M04A Truss Type HALF HIP GIRDER Qty 2 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046906 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-bpShFacQGmMD7iCmXZMpLQ0tpcBirvymiCATS6yPwXc Scale = 1:16.2 1 2 3 4 7 6 5 4x6 2x4 2x4 2x4 3x4 2x4 0-1-40-8-9 0-8-9 2-5-8 1-8-15 -0-11-0 0-11-0 0-8-9 0-8-9 2-5-8 1-8-15 1-9-82-6-42-7-82-0-120-5-82-6-414.00 12 Plate Offsets (X,Y)-- [3:0-3-10,0-2-0] 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-R 0.16 0.05 0.03 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: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=135/0-3-8, 5=59/0-1-8 Max Horz 7=72(LC 6) Max Uplift 7=-77(LC 3), 5=-69(LC 4) Max Grav 7=135(LC 1), 5=67(LC 12) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 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) 61 lb down and 115 lb up at 0-8-9 on top chord, and 26 lb down and 56 lb up at 0-8-9 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: 3=38(B) 6=5(B) October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss M04B Truss Type HALF HIP Qty 2 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046907 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-bpShFacQGmMD7iCmXZMpLQ0pzc8LrvUmiCATS6yPwXc Scale = 1:23.1 1 2 3 4 6 5 3x4 2x4 3x4 3x6 3x6 0-1-131-10-5 1-10-5 2-5-8 0-7-3 -0-11-0 0-11-0 1-10-5 1-10-5 2-5-8 0-7-3 1-9-83-9-113-11-83-6-30-3-83-9-1114.00 12 Plate Offsets (X,Y)-- [3:0-2-4,0-1-8], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.40 0.20 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -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: 13 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 2-5-8 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=166/0-3-8, 5=71/0-1-8 Max Horz 6=110(LC 6) Max Uplift 6=-14(LC 5), 5=-82(LC 6) Max Grav 6=166(LC 1), 5=89(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) 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss M05 Truss Type MONOPITCH Qty 2 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046908 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-3?03Swd314U4lsnz5Gt2udZzg0PoaE?vxsv1_ZyPwXb Scale = 1:51.0 1 2 5 4 3 6 7 8 98x8 4x6 4x6 5x8 3x6 3x4 3x4 7-0-8 7-0-8 7-0-8 7-0-8 0-9-89-0-10-11-149-0-114.00 12 Plate Offsets (X,Y)-- [1:0-2-5,Edge], [2:0-3-10,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-R 0.47 0.57 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.10 -0.03 (loc) 1-4 1-4 7 l/defl >999 >825 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 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 SLIDER Left 2x6 SPF No.2 4-4-5 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=316/0-3-8, 7=353/0-1-8 Max Horz 1=173(LC 9) Max Uplift 7=-103(LC 9) 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) -0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-7-12 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) * 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) 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) except (jt=lb) 7=103. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss M06 Truss Type MONOPITCH Qty 3 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046909 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-3?03Swd314U4lsnz5Gt2udZ380WVaMkvxsv1_ZyPwXb Scale = 1:10.8 1 2 3 5 4 6 7 2x4 3x6 2x4 -0-11-0 0-11-0 3-11-8 3-11-8 0-7-81-7-61-3-140-3-81-7-63.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-2-12], [4:0-2-0,0-0-11], [5:0-0-0,0-2-12], [5:0-3-0,0-1-0] 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-R 0.12 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=225/0-3-0, 4=134/0-1-8 Max Horz 5=39(LC 6) Max Uplift 5=-33(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) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 3-10-4 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) * 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) 4 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) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss M07 Truss Type MONOPITCH Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046910 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-XBaRgGehoOcxN0M9e_OHQr6DUPrhJp_29WfaX?yPwXa Scale = 1:10.8 1 2 4 3 5 6 3x6 2x4 2x4 3-11-8 3-11-8 0-7-81-7-61-3-140-3-81-7-63.00 12 Plate Offsets (X,Y)-- [1:0-0-11,0-2-12], [1:0-3-0,0-1-0], [3:0-2-0,0-0-11], [4:0-0-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.14 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 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 WEBS 2x3 SPF No.2 *Except* 1-4: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=145/0-3-0, 3=145/0-1-8 Max Horz 4=36(LC 6) Max Uplift 4=-1(LC 5), 3=-4(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) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 3-10-4 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) * 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. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss PB01 Truss Type GABLE Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046911 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-XBaRgGehoOcxN0M9e_OHQr6CVPrIJpI29WfaX?yPwXa Scale = 1:19.5 2 3 4 5 6 9 8 1 10 7 3x4 2x4 3x4 2x4 5x6 2x4 2x4 0-2-510-9-8 10-9-8 10-9-8 10-9-8 -0-0-41-2-11-4-100-1-00-1-81-0-138.00 12 Plate Offsets (X,Y)-- [5:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.21 0.11 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-9-8. (lb) - Max Horz 1=17(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 2, 9 except 6=266(LC 14), 8=340(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-8=-252/108 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) 0-3-11 to 6-0-15, Interior(1) 6-0-15 to 8-8-9, Exterior(2) 8-8-9 to 10-5-13 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 4-0-0 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, 7, 2, 8. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss PB02 Truss Type GABLE Qty 2 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046912 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-?O8qtceJZhko_9xLChvWz2eL?pAu2GNCOAO83RyPwXZ Scale = 1:23.3 2 3 4 6 1 7 8 9 10 5 4x6 3x4 3x4 2x4 10-9-8 10-9-8 5-4-12 5-4-12 10-9-8 5-4-12 -0-0-43-6-153-7-30-1-00-1-88.00 12 Plate Offsets (X,Y)-- [2:0-0-3,0-0-0], [4:0-0-3,0-0-0] 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-S 0.35 0.15 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: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-9-8. (lb) - Max Horz 1=-54(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 4 except 1=-303(LC 13), 5=-303(LC 14) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 2=555(LC 13), 4=555(LC 14), 6=306(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) 0-3-11 to 3-3-11, Interior(1) 3-3-11 to 5-4-12, Exterior(2) 5-4-12 to 8-4-12, Interior(1) 8-4-12 to 10-5-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4 except (jt=lb) 1=303, 5=303. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss PB03 Truss Type GABLE Qty 9 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046913 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-TaiC5yfxJ?sfcJWYmPQlVGBaaDYRnjELdq8hbtyPwXY Scale = 1:23.3 2 3 4 6 1 5 4x6 2x4 2x4 2x4 5-9-0 5-9-0 2-10-8 2-10-8 5-9-0 2-10-8 3-4-40-1-40-1-814.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] 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-P 0.11 0.06 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: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-9-0. (lb) - Max Horz 1=61(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 1=-128(LC 7), 5=-110(LC 1), 2=-104(LC 9), 4=-104(LC 9) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=265(LC 1), 4=265(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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) 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 128 lb uplift at joint 1, 110 lb uplift at joint 5, 104 lb uplift at joint 2 and 104 lb uplift at joint 4. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss PB04 Truss Type GABLE Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046914 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-TaiC5yfxJ?sfcJWYmPQlVGBamDXjnjOLdq8hbtyPwXY Scale = 1:14.2 2 3 4 5 7 1 6 3x4 5x6 2x4 2x4 2x4 0-1-135-9-0 5-9-0 5-9-0 5-9-0 1-10-72-0-40-1-40-1-81-8-1514.00 12 Plate Offsets (X,Y)-- [3:0-2-4,0-1-8], [4:0-4-7,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-P 0.09 0.11 0.01 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: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-9-0. (lb) - Max Horz 1=34(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 2, 5 Max Grav All reactions 250 lb or less at joint(s) 1, 6, 2, 5, 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) 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 4-0-0 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, 2, 5. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss T01 Truss Type HIP Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046915 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-xmGaIIgZ4J_WET5kK6y_2TkZQdhsWylVrUtE7KyPwXX Scale = 1:78.4 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 24 25 26 27 28 29 5x6 3x6 3x8 3x16 MT18HS4x8 4x6 3x4 3x4 3x4 4x8 4x6 3x8 4x8 4x8 5x6 3x16 MT18HS0-2-511-1-11 11-1-11 21-5-8 10-3-13 31-9-5 10-3-13 42-11-0 11-1-11 -0-11-0 0-11-0 5-8-3 5-8-3 11-1-11 5-5-8 18-0-4 6-10-9 24-10-12 6-10-9 31-9-5 6-10-9 37-2-13 5-5-8 42-11-0 5-8-3 1-3-88-6-58-8-101-3-88-6-58.00 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 0.87 0.88 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.43 -0.75 0.15 (loc) 12-14 12-14 11 l/defl >999 >680 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 185 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 4-16,5-14,7-14,8-12: 2x3 SPF No.2, 5-16,7-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-5 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 7-12, 3-17, 9-11 REACTIONS.(lb/size)17=1990/0-3-8, 11=1925/0-3-8 Max Horz 17=152(LC 8) Max Uplift 17=-4(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-387/66, 3-4=-2496/154, 4-5=-2003/161, 5-7=-2707/176, 7-8=-2005/160, 8-9=-2500/157, 9-10=-332/43, 2-17=-399/100, 10-11=-292/50 BOT CHORD 16-17=-81/1980, 14-16=-31/2601, 12-14=-32/2602, 11-12=-70/1989 WEBS 4-16=0/985, 5-16=-1005/73, 5-14=0/333, 7-14=0/331, 7-12=-1005/73, 8-12=0/990, 3-17=-2296/85, 9-11=-2359/112 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=5ft; 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 11-1-11, Exterior(2) 11-1-11 to 15-4-10, Interior(1) 15-4-10 to 31-9-5 , Exterior(2) 31-9-5 to 36-0-4, Interior(1) 36-0-4 to 42-9-4 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss T02 Truss Type HIP Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046916 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-PzqyVehBrc6NrdgwtpTDbhGnH12CFUOe47dogmyPwXW Scale = 1:78.4 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 27 28 29 3x8 5x6 5x6 3x8 3x6 3x6 3x6 4x6 3x8 2x4 3x8 3x8 3x6 4x6 4x10 3x6 4x10 3x6 0-2-58-3-3 8-3-3 14-7-11 6-4-8 21-5-8 6-9-13 28-3-5 6-9-13 34-7-13 6-4-8 42-11-0 8-3-3 -0-11-0 0-11-0 8-3-3 8-3-3 14-7-11 6-4-8 21-5-8 6-9-13 28-3-5 6-9-13 34-7-13 6-4-8 42-11-0 8-3-3 1-3-810-10-511-0-101-3-810-10-58.00 12 Plate Offsets (X,Y)-- [2:0-5-0,0-1-8], [10:0-5-0,0-1-8], [12:0-2-8,0-2-0], [18:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.67 0.81 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.43 0.12 (loc) 13-15 13-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 210 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-17,6-17,6-15,6-13,7-13: 2x4 SPF No.2, 2-19,10-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-10-5 max.): 5-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-17, 6-17, 6-13, 9-13 REACTIONS.(lb/size)19=2049/0-3-8, 11=1978/0-3-8 Max Horz 19=190(LC 8) Max Uplift 19=-6(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2669/116, 3-5=-2357/188, 5-6=-1870/192, 6-7=-1871/191, 7-9=-2362/191, 9-10=-2669/117, 2-19=-1965/137, 10-11=-1894/105 BOT CHORD 18-19=-102/418, 17-18=-28/2101, 15-17=0/2160, 13-15=0/2160, 12-13=-18/2110, 11-12=-47/340 WEBS 3-17=-336/89, 5-17=-1/877, 6-17=-652/22, 6-15=0/405, 6-13=-651/22, 7-13=-4/885, 9-13=-348/90, 2-18=0/1699, 10-12=0/1787 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=5ft; 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 14-7-11, Exterior(2) 14-7-11 to 18-10-10, Interior(1) 18-10-10 to 28-3-5, Exterior(2) 28-3-5 to 32-6-4, Interior(1) 32-6-4 to 42-8-4 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) 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) 19. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss T03 Truss Type PIGGYBACK BASE Qty 3 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046917 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-u9NKjzipcwEETnF6RX_S7upwAQOq_w4nJnMLCCyPwXV Scale = 1:83.0 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 3x6 5x6 5x6 3x6 3x6 3x12 3x6 4x6 3x8 3x4 3x8 3x6 4x8 4x8 3x6 5x8 3x8 MT18HS 8-3-4 8-3-4 16-0-12 7-9-9 26-10-4 10-9-8 34-7-13 7-9-9 42-11-0 8-3-4 -0-11-0 0-11-0 8-3-4 8-3-4 16-0-12 7-9-9 21-5-8 5-4-12 26-10-4 5-4-12 34-7-13 7-9-9 42-11-0 8-3-4 1-3-812-0-01-3-812-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-12], [5:0-3-0,0-2-3], [7:0-3-0,0-2-3], [12:0-2-8,0-2-0], [17:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.79 0.79 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.53 -0.94 0.10 (loc) 14-15 14-15 11 l/defl >958 >541 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 204 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 13-16: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-15,6-15,6-14,7-14: 2x4 SPF No.2, 2-18,10-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-2-7 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 6-15, 6-14, 9-14 REACTIONS.(lb/size)18=2040/0-3-8, 11=1969/0-3-8 Max Horz 18=207(LC 8) Max Uplift 18=-6(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2665/113, 3-5=-2284/184, 5-6=-1789/196, 6-7=-1789/195, 7-9=-2288/187, 9-10=-2665/114, 2-18=-1960/131, 10-11=-1889/99 BOT CHORD 17-18=-141/339, 15-17=-28/2106, 14-15=0/1860, 12-14=-20/2118 WEBS 3-15=-442/108, 5-15=0/815, 6-15=-321/59, 6-14=-320/59, 7-14=0/825, 9-14=-457/111, 2-17=0/1784, 10-12=0/1891 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=5ft; 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 16-0-12, Exterior(2) 16-0-12 to 20-3-11, Interior(1) 20-3-11 to 26-10-4, Exterior(2) 26-10-4 to 31-1-3, Interior(1) 31-1-3 to 42-8-4 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss T04 Truss Type HALF HIP Qty 2 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046918 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-u9NKjzipcwEETnF6RX_S7upzaQWA_4FnJnMLCCyPwXV Scale = 1:31.0 1 2 3 4 6 5 7 3x4 2x4 3x6 3x6 2x4 0-1-133-2-11 3-2-11 3-10-8 0-7-13 -0-11-0 0-11-0 3-2-11 3-2-11 3-10-8 0-7-13 1-9-85-4-145-6-115-4-140-3-814.00 12 Plate Offsets (X,Y)-- [3:0-2-4,0-1-8], [5:0-1-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.63 0.32 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.02 0.00 (loc) 5-6 5-6 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 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 3-10-8 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=218/0-3-8, 5=136/0-1-8 Max Horz 6=153(LC 9) Max Uplift 5=-88(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) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 3-2-11, Exterior(2) 3-2-11 to 3-9-4 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss T05 Truss Type HALF HIP Qty 2 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046919 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-MLxjwJiSNEM55xpJ?EVhg6MBdqsvjX3xYR6ukfyPwXU Scale: 1/2"=1' 1 2 3 4 7 6 5 6x6 2x4 3x4 2x4 3x6 2x4 0-1-132-1-0 2-1-0 3-10-8 1-9-8 -0-11-0 0-11-0 2-1-0 2-1-0 3-10-8 1-9-8 1-9-84-0-144-2-114-0-140-3-814.00 12 Plate Offsets (X,Y)-- [3:0-4-7,Edge], [5:0-2-0,0-0-11] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.42 0.22 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.03 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 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* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=218/0-3-8, 5=136/0-1-8 Max Horz 7=122(LC 9) Max Uplift 5=-50(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) 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss T07 Truss Type ROOF SPECIAL SUPPORT Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046920 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-MLxjwJiSNEM55xpJ?EVhg6M25qopjRtxYR6ukfyPwXU Scale = 1:60.4 1 2 3 4 5 6 10 9 8 7 11 12 13 14 15 16 17 8x8 5x8 3x4 5x6 5x6 3x4 2x4 2x4 6x8 3x6 4-3-8 4-3-8 8-7-8 4-4-0 12-11-0 4-3-8 -0-11-0 0-11-0 4-3-8 4-3-8 6-5-8 2-2-0 8-7-8 2-2-0 12-11-0 4-3-8 1-9-89-3-151-9-81-0-03-0-014.00 12 9.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [4:0-2-14,Edge], [6: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-S 0.97 0.48 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.58 0.63 (loc) 8-9 8-9 12 l/defl >525 >262 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* 2-10,6-7: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=643/0-3-8, 12=551/0-3-8 Max Horz 10=-190(LC 7) Max Uplift 10=-13(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-783/42, 3-4=-339/85, 4-5=-337/106, 5-6=-772/56, 2-10=-678/153 BOT CHORD 9-10=-233/329, 8-9=-45/374 WEBS 3-9=0/323, 5-8=0/329, 2-9=-47/274, 6-12=-589/57 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 9-5-8, Interior(1) 9-5-8 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) * 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) Bearing at joint(s) 10, 12 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) 10. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss T08 Truss Type ROOF SPECIAL Qty 4 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046921 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-qYV58fj48XUyi4OVZy0wCJuPOEDYSxZ4m5rSG5yPwXT Scale = 1:58.0 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 4x6 4x8 2x4 5x12 5x12 2x4 2x4 5x6 2x4 3x6 12-4-0 0-1-20-9-44-3-8 4-3-8 8-7-8 4-4-0 12-7-8 4-0-0 -1-0-0 1-0-0 4-3-8 4-3-8 6-5-8 2-2-0 8-7-8 2-2-0 12-7-8 4-0-0 1-9-89-3-152-0-70-10-62-10-1414.00 12 9.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-1], [6:0-3-0,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-S 0.23 0.13 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.06 (loc) 9-10 9-10 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 67 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* 2-11,6-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=568/0-3-8, 13=473/0-1-8 Max Horz 11=-184(LC 7) Max Uplift 11=-13(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-721/80, 3-4=-679/267, 4-5=-666/252, 5-6=-687/78, 2-11=-553/154 BOT CHORD 10-11=-200/253, 9-10=-28/253 WEBS 2-10=0/382, 4-9=-174/433, 4-10=-214/456, 6-9=0/303, 6-13=-488/57 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-5-8, Exterior(2) 6-5-8 to 9-5-8, Interior(1) 9-5-8 to 12-2-12 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 11, 13 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) 13. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss T09 Truss Type COMMON Qty 2 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046922 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-qYV58fj48XUyi4OVZy0wCJuGrECcSvK4m5rSG5yPwXT Scale = 1:58.7 1 2 3 4 8 7 6 5 9 10 11 12 13 4x6 5x8 3x4 3x8 6x8 3x4 3x6 0-9-40-1-26-5-8 6-5-8 12-7-8 6-2-0 -0-11-0 0-11-0 6-5-8 6-5-8 12-7-8 6-2-0 1-9-89-3-151-3-30-10-62-1-914.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [3:Edge,0-1-14], [4: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-S 0.78 0.25 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.01 (loc) 7-8 7-8 10 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 2x3 SPF No.2 *Except* 2-8,4-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=563/0-3-8, 10=473/0-1-8 Max Horz 8=-186(LC 7) Max Uplift 8=-12(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-444/104, 3-4=-420/105, 2-8=-504/109 BOT CHORD 7-8=-186/257 WEBS 4-10=-494/54 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 9-5-8, Interior(1) 9-5-8 to 12-2-12 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 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 at joint(s) 10. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss T09A Truss Type GABLE Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046923 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-Ik3TL?kivrcoKEzh6fX9lXRVOeXtBPJE?lb?pXyPwXS Scale = 1:63.3 1 2 3 4 5 6 12 11 10 9 8 7 19 27 24 28 29 30 31 4x6 5x8 3x4 3x8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 2x4 2x4 3x6 3x6 0-9-40-1-26-5-8 6-5-8 12-7-8 6-2-0 -0-11-0 0-11-0 6-5-8 6-5-8 12-7-8 6-2-0 1-9-89-3-151-3-30-10-62-1-914.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [4:Edge,0-1-14], [6: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-S 0.47 0.32 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.08 -0.01 (loc) 9-10 10-11 28 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 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* 2-12,6-27: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)12=563/0-3-8, 28=473/0-1-8 Max Horz 12=-186(LC 7) Max Uplift 12=-12(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-336/2, 3-4=-418/129, 4-5=-353/141, 5-6=-355/6, 2-12=-388/0 WEBS 6-28=-489/48 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 9-5-8, Interior(1) 9-5-8 to 12-2-12 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) 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 studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 28 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 at joint(s) 28. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss T10 Truss Type PIGGYBACK BASE Qty 9 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046924 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-mwdrZLlKg9lfyOYugN3OIk_d32nywoeNEPKZL_yPwXR Scale = 1:67.7 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 21 22 23 24 25 4x6 6x6 3x6 3x8 3x6 3x4 3x6 3x4 4x8 4x8 3x4 8-9-0 8-9-0 14-6-0 5-9-0 23-3-0 8-9-0 -0-11-0 0-11-0 4-1-10 4-1-10 8-9-0 4-7-6 14-6-0 5-9-0 19-1-6 4-7-6 23-3-0 4-1-10 24-2-0 0-11-0 1-9-812-0-01-9-812-0-014.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0], [5:0-3-0,0-1-8] 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 0.67 0.65 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.45 0.03 (loc) 12-13 9-10 9 l/defl >999 >619 n/a L/d 240 180 n/a PLATES MT20 Weight: 134 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* 4-12,5-12,5-10: 2x4 SPF No.2, 2-13,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-11 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 5-12, 3-13, 6-9 REACTIONS.(lb/size)13=1176/0-3-8, 9=1188/0-3-8 Max Horz 13=255(LC 8) Max Uplift 13=-14(LC 9), 9=-12(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-276/141, 3-4=-939/192, 4-5=-543/177, 5-6=-953/188, 6-7=-275/135, 2-13=-323/152, 7-9=-322/139 BOT CHORD 12-13=-72/572, 10-12=0/552, 9-10=0/579 WEBS 4-12=-46/319, 5-10=-48/357, 3-13=-839/4, 6-9=-854/0 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 8-9-0, Exterior(2) 8-9-0 to 12-11-15, Interior(1) 12-11-15 to 14-6-0, Exterior(2) 14-6-0 to 18-8-15, Interior(1) 18-8-15 to 24-2-0 zone; cantilever left and right exposed ; end vertical 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) 13, 9. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss T10A Truss Type HIP Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046925 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-mwdrZLlKg9lfyOYugN3OIk_cT2nNworNEPKZL_yPwXR Scale = 1:71.4 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 20 21 22 23 24 25 3x6 4x6 4x10 3x6 3x6 3x8 3x6 3x4 3x6 3x4 4x8 4x8 3x4 0-1-139-4-1 9-4-1 13-10-15 4-6-14 23-3-0 9-4-1 -0-11-0 0-11-0 4-1-10 4-1-10 9-4-1 5-2-7 13-10-15 4-6-14 19-1-6 5-2-7 23-3-0 4-1-10 24-2-0 0-11-0 1-9-812-6-712-8-41-9-812-6-714.00 12 Plate Offsets (X,Y)-- [5:0-3-3,0-2-0], [6:0-7-3,0-2-0] 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-S 0.77 0.68 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.58 0.03 (loc) 11-12 11-12 11 l/defl >999 >473 n/a L/d 240 180 n/a PLATES MT20 Weight: 137 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* 5-14,6-14,6-12: 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 3-14, 6-14, 8-12, 3-15, 8-11 REACTIONS.(lb/size)15=1173/0-3-8, 11=1180/0-3-8 Max Horz 15=276(LC 8) Max Uplift 15=-13(LC 9), 11=-13(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-281/117, 3-5=-924/192, 5-6=-524/187, 6-8=-932/192, 8-9=-282/117, 2-15=-323/123, 9-11=-323/123 BOT CHORD 14-15=-82/569, 12-14=0/530, 11-12=0/573 WEBS 5-14=-51/322, 6-12=-52/345, 3-15=-818/15, 8-11=-826/15 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 9-4-1, Exterior(2) 9-4-1 to 13-7-0, Interior(1) 13-7-0 to 13-10-15, Exterior(2) 13-10-15 to 18-1-13, Interior(1) 18-1-13 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) * 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) 15, 11. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss T11 Truss Type PIGGYBACK BASE Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046926 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-E6BDmhlyRStWZY74E4adqyWovR79f96XS346tQyPwXQ Scale = 1:70.6 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 20 21 22 23 24 25 4x6 6x6 5x8 3x6 3x8 3x6 3x4 3x6 3x4 4x6 6x8 3x6 8-9-0 8-9-0 14-6-0 5-9-0 23-3-0 8-9-0 -0-11-0 0-11-0 4-1-10 4-1-10 8-9-0 4-7-6 14-6-0 5-9-0 19-1-6 4-7-6 23-3-0 4-1-10 1-9-812-0-01-9-81-0-012-0-014.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0], [5:0-3-0,0-1-8], [7: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-S 0.66 0.65 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.44 0.03 (loc) 11-12 11-12 14 l/defl >999 >626 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 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-11,6-9,3-12,6-8: 2x3 SPF No.2, 2-12: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-15 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, 3-12 REACTIONS.(lb/size)12=1177/0-3-8, 14=1093/0-3-8 Max Horz 12=226(LC 8) Max Uplift 12=-12(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-275/141, 3-4=-940/188, 4-5=-544/175, 5-6=-952/185, 6-7=-463/77, 2-12=-322/152, 8-13=0/703, 7-13=0/703 BOT CHORD 11-12=-62/572, 9-11=0/550, 8-9=-26/586 WEBS 4-11=-44/320, 5-9=-43/352, 3-12=-841/1, 6-8=-650/43, 7-14=-1136/48 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 8-9-0, Exterior(2) 8-9-0 to 12-11-15, Interior(1) 12-11-15 to 14-6-0, Exterior(2) 14-6-0 to 18-8-15, Interior(1) 18-8-15 to 22-9-12 zone; cantilever left and right exposed ; end vertical 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) 12. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss T12 Truss Type COMMON Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046927 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-iJlcz1maCm?NBiiGoo5sN93_CrasOn9ghjpfQsyPwXP Scale = 1:55.2 1 2 3 4 7 6 5 8 9 10 6x8 4x6 2x4 2x4 3x8 6x8 5-11-8 5-11-8 11-11-0 5-11-8 5-11-8 5-11-8 11-11-0 5-11-8 12-10-0 0-11-0 1-9-88-8-151-9-814.00 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-S 0.62 0.23 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -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: 55 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-7,3-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=462/0-3-8, 5=532/0-3-8 Max Horz 7=-190(LC 7) Max Uplift 5=-16(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-407/97, 2-3=-415/105, 1-7=-410/82, 3-5=-480/111 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 5-11-8, Exterior(2) 5-11-8 to 8-11-8, Interior(1) 8-11-8 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) 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. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss T13 Truss Type ROOF SPECIAL Qty 4 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046928 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-iJlcz1maCm?NBiiGoo5sN93xJrQoOcUghjpfQsyPwXP Scale = 1:84.3 1 2 3 4 5 6 7131211109 8 14 15 16 17 18 19 20 2x4 4x6 3x6 3x8 6x16 3x4 3x8 3x6 3x6 3x6 4x6 4x8 5x10 MT18HS12-3-510-5-15 10-5-15 16-10-1 6-4-1 23-10-4 7-0-3 29-11-8 6-1-4 4-3-0 4-3-0 10-5-15 6-2-15 16-10-1 6-4-1 23-10-4 7-0-3 29-11-8 6-1-4 4-3-1211-3-1114-2-91-2-142-10-148.00 12 6.00 12 Plate Offsets (X,Y)-- [7:Edge,0-1-12], [9:0-5-0,0-3-0], [10:0-2-8,0-1-8] 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-S 0.81 0.88 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.40 -0.85 0.30 (loc) 12-13 12-13 8 l/defl >899 >417 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 134 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 11-13: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 3-12,7-9: 2x4 SPF No.2, 1-13,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-12, 6-10, 2-13 REACTIONS.(lb/size)8=1272/0-3-8, 13=1390/0-3-8 Max Horz 13=-245(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1154/128, 3-4=-1162/137, 4-6=-1901/87, 6-7=-3738/57, 7-8=-1285/71 BOT CHORD 12-13=0/700, 10-12=0/1492, 9-10=0/2977 WEBS 2-12=-13/318, 3-12=-44/814, 4-12=-911/98, 4-10=0/647, 6-10=-1555/98, 6-9=0/1102, 2-13=-1268/87, 7-9=0/3000 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 10-5-15, Exterior(2) 10-5-15 to 13-5-15, Interior(1) 13-5-15 to 29-9-12 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) 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. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss T14 Truss Type HIP Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046929 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-AVJ_BNnCz47EpsHTLVc5vNc6OFk373spwNZDyIyPwXO Scale = 1:75.8 1 2 3 4 5 6 7 8151413121110 9 16 17 18 19 20 21 22 2x4 4x6 6x6 3x6 3x6 6x16 3x4 3x8 3x4 3x6 3x6 3x6 4x6 3x8 5x10 MT18HS0-2-511-9-09-6-12 9-6-12 11-5-2 1-10-6 16-10-0 5-4-14 23-10-4 7-0-4 29-11-8 6-1-4 4-4-1 4-4-1 9-6-12 5-2-11 11-5-2 1-10-6 16-10-0 5-4-14 23-10-4 7-0-4 29-11-8 6-1-4 4-3-1210-5-1513-7-21-2-142-10-1410-5-158.00 12 6.00 12 Plate Offsets (X,Y)-- [8:Edge,0-1-12], [10:0-5-0,0-3-0], [11:0-2-8,0-1-8] 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-S 0.79 1.00 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.65 0.31 (loc) 13-15 13-15 9 l/defl >999 >552 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 155 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-13,4-13,4-12,8-10: 2x4 SPF No.2, 1-15,8-9: 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 1 Row at midpt 4-13, 5-12, 7-11, 2-15 REACTIONS.(lb/size)9=1259/0-3-8, 15=1367/0-3-8 Max Horz 15=-233(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1130/138, 3-4=-865/147, 4-5=-1195/156, 5-7=-1881/98, 7-8=-3693/81, 8-9=-1271/77 BOT CHORD 13-15=0/693, 12-13=0/910, 11-12=0/1473, 10-11=-17/2942 WEBS 2-13=0/346, 3-13=-17/419, 4-13=-320/76, 4-12=-69/618, 5-12=-903/77, 5-11=0/696, 7-11=-1538/109, 7-10=0/1080, 2-15=-1271/87, 8-10=0/2962 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 9-6-12, Exterior(2) 9-6-12 to 15-8-1, Interior(1) 15-8-1 to 29-9-12 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) 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. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss T15 Truss Type HIP Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046930 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-fhsMOiorkNF5Q?sfvC7KSa8FSf8psXiz91ImUlyPwXN Scale: 3/16"=1' 1 2 3 4 5 612111098 7 13 14 15 16 17 18 19 20 4x6 6x6 4x8 3x8 2x4 3x6 6x16 3x4 3x6 4x8 4x6 5x10 MT18HS0-2-56-0-12 6-0-12 14-11-2 8-10-6 23-10-4 8-11-2 29-11-8 6-1-4 6-0-12 6-0-12 14-11-2 8-10-6 23-10-4 8-11-2 29-11-8 6-1-4 4-3-128-1-1511-3-21-2-142-10-148-1-158.00 12 6.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-9], [6:0-2-12,0-2-0], [8:0-5-0,0-3-0], [11:0-2-8,0-1-8] 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-S 0.90 0.65 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.54 0.26 (loc) 9-11 8-9 7 l/defl >999 >661 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 129 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 8-10: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-9,5-9,6-8: 2x4 SPF No.2, 1-12,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-9-12 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. WEBS 1 Row at midpt 5-9 REACTIONS.(lb/size)12=1323/0-3-8, 7=1239/0-3-8 Max Horz 12=-196(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1106/113, 2-3=-1270/140, 3-5=-1675/116, 5-6=-3689/133, 1-12=-1303/86, 6-7=-1237/78 BOT CHORD 9-11=0/860, 8-9=-66/2950 WEBS 2-11=-269/112, 2-9=-29/591, 3-9=0/404, 5-9=-1727/165, 5-8=0/1087, 1-11=-23/1030, 6-8=-54/3002 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 6-0-12, Exterior(2) 6-0-12 to 10-3-11, Interior(1) 10-3-11 to 14-11-2, Exterior(2) 14-11-2 to 19-2-1, Interior(1) 19-2-1 to 29-9-12 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) 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. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss T16 Truss Type HALF HIP Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046931 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-fhsMOiorkNF5Q?sfvC7KSa8KNfESsh8z91ImUlyPwXN Scale = 1:31.5 1 2 3 4 6 5 7 4x6 3x6 3x6 2x4 1-11-4 1-11-4 3-6-10 1-7-6 3-10-8 0-3-14 -0-11-0 0-11-0 3-6-10 3-6-10 3-10-8 0-3-14 1-6-05-7-120-3-814.00 12 Plate Offsets (X,Y)-- [3:0-1-5,0-1-2], [3:0-2-13,0-1-10], [4:0-0-13,0-0-15], [5:0-2-1,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.58 0.29 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.02 0.00 (loc) 5-6 5-6 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 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 3-10-8 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=218/0-3-8, 5=136/0-1-8 Max Horz 6=160(LC 9) Max Uplift 5=-93(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) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 3-6-10, Exterior(2) 3-6-10 to 3-9-4 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss T17 Truss Type HALF HIP Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046932 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-7uQkc2pTVhNy29RrTweZ?ohYn3b9b9q6Nh2K0ByPwXM Scale = 1:27.6 1 2 3 4 7 6 5 8 4x6 2x4 3x4 2x4 3x6 2x4 0-1-132-10-14 2-10-14 3-10-8 0-11-10 -0-11-0 0-11-0 2-10-14 2-10-14 3-10-8 0-11-10 1-6-04-8-144-10-114-8-140-3-814.00 12 Plate Offsets (X,Y)-- [3:0-3-3,0-2-0], [5:0-1-14,0-0-9] 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 0.41 0.20 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.03 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 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* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 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=218/0-3-8, 5=136/0-1-8 Max Horz 7=139(LC 9) Max Uplift 5=-65(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) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 2-10-14, Exterior(2) 2-10-14 to 3-9-4 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss T18 Truss Type COMMON Qty 3 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046933 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:41:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-7uQkc2pTVhNy29RrTweZ?ohU33Pub0A6Nh2K0ByPwXM Scale = 1:70.9 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 3x4 4x6 3x6 3x8 3x8 3x6 3x6 3x4 5x8 3x6 4x10 10-5-15 10-5-15 16-10-5 6-4-5 25-11-8 9-1-3 4-3-0 4-3-0 10-5-15 6-2-15 16-10-5 6-4-5 25-11-8 9-1-3 26-10-8 0-11-0 4-3-1211-3-111-0-08.00 12 Plate Offsets (X,Y)-- [6:0-4-8,0-1-8], [8: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-AS 0.65 0.98 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.39 -0.84 0.04 (loc) 11-12 11-12 8 l/defl >790 >367 n/a L/d 240 180 n/a PLATES MT20 Weight: 118 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-11,1-12: 2x4 SPF No.2, 6-8: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-11, 2-12 REACTIONS.(lb/size)12=1211/0-3-8, 8=1192/0-5-8 Max Horz 12=-232(LC 7) Max Uplift 8=-12(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-948/126, 3-5=-962/139, 5-6=-1432/73, 6-8=-1100/114 BOT CHORD 11-12=-1/597, 9-11=0/1063, 8-9=-71/603 WEBS 3-11=-46/587, 5-11=-547/104, 5-9=0/254, 2-12=-1007/103, 6-9=0/461 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 10-5-15, Exterior(2) 10-5-15 to 13-5-15, Interior(1) 13-5-15 to 26-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 8. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss T19 Truss Type HIP Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046934 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-b4_6pOp5G?VpgJ?11d9oX?EaKSsIKReGcLntZdyPwXL Scale = 1:57.9 1 2 3 4 5 11 10 9 8 7 6 12 13 14 15 16 17 18 5x8 6x6 4x6 5x6 3x4 3x6 3x4 3x8 3x6 3x6 3x4 0-2-58-1-4 8-1-4 12-10-10 4-9-6 19-2-11 6-4-1 25-11-8 6-8-13 8-1-4 8-1-4 12-10-10 4-9-6 19-2-11 6-4-1 25-11-8 6-8-13 4-3-129-6-49-8-91-0-09-6-48.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-14], [5:Edge,0-1-12], [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-S 1.00 0.52 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.29 0.02 (loc) 10-11 10-11 6 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 WEBS 2x3 SPF No.2 *Except* 2-8: 2x4 SPF No.2, 1-11,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-10 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. WEBS 1 Row at midpt 2-10 REACTIONS.(lb/size)11=1100/0-3-8, 6=1069/0-5-8 Max Horz 11=-196(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-963/119, 2-3=-782/148, 3-4=-1057/145, 4-5=-1405/81, 1-11=-1030/100, 5-6=-1003/74 BOT CHORD 8-10=0/699, 7-8=-4/1088 WEBS 2-8=-30/261, 3-8=-3/259, 4-8=-399/87, 1-10=-7/732, 5-7=0/877 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 8-1-4, Exterior(2) 8-1-4 to 12-4-3, Interior(1) 12-4-3 to 12-10-10, Exterior(2) 12-10-10 to 17-1-9, Interior(1) 17-1-9 to 25-9-12 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) * 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss T20 Truss Type HIP Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046935 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-3GYU1kqj0IdgITaEaLh14Dms?s9f3xqPr?XQ54yPwXK Scale = 1:46.1 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 18 19 20 4x6 4x6 4x6 3x4 2x4 3x16 MT18HS4x8 3x4 3x8 3x6 3x8 0-2-54-7-4 4-7-4 16-4-10 11-9-6 25-11-8 9-6-14 4-7-4 4-7-4 10-5-15 5-10-11 16-4-10 5-10-11 21-4-9 4-11-14 25-11-8 4-6-15 4-3-127-2-47-4-91-0-07-2-48.00 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 0.56 0.71 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.57 -1.05 0.04 (loc) 8-10 8-10 7 l/defl >539 >294 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 106 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 1-11,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-12 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-10, 3-8, 5-7 REACTIONS.(lb/size)11=1152/0-3-8, 7=1112/Mechanical Max Horz 11=-159(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-889/93, 2-3=-691/107, 3-4=-1062/112, 4-5=-1358/105, 1-11=-1218/64 BOT CHORD 8-10=-8/1057, 7-8=-48/1137 WEBS 3-10=-587/93, 4-8=0/406, 1-10=-18/947, 5-7=-1322/73 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 4-7-4, Exterior(2) 4-7-4 to 8-10-3, Interior(1) 8-10-3 to 16-4-10, Exterior(2) 16-4-10 to 20-7-9, Interior(1) 20-7-9 to 25-9-12 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss T21 Truss Type HIP Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046936 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-XT6tE4rLnclXvd9Q82CGcQJ48GZBoSRZ3fG_dWyPwXJ Scale = 1:37.8 1 2 3 4 5 6 10 9 8 7 11 12 13 14 15 16 4x6 2x4 6x8 6x8 2x4 4x6 4x6 4x6 3x4 0-1-133-7-1 3-7-1 5-0-6 1-5-5 13-2-10 8-2-5 14-7-15 1-5-5 18-3-0 3-7-1 3-7-1 3-7-1 5-0-6 1-5-5 9-1-8 4-1-2 13-2-10 4-1-2 14-7-15 1-5-5 18-3-0 3-7-1 19-2-0 0-11-0 1-11-55-11-126-1-91-11-52-8-03-3-1214.00 12 7.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-2-4], [4:0-3-8,0-2-4], [5:0-0-0,0-0-0] 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-S 0.34 0.50 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.45 0.09 (loc) 8-9 8-9 7 l/defl >999 >478 n/a L/d 240 180 n/a PLATES MT20 Weight: 75 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-8 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.(lb/size)10=716/0-5-8, 7=784/0-5-8 Max Horz 10=-142(LC 7) Max Uplift 7=-13(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1003/51, 2-3=-826/63, 3-4=-820/61, 4-5=-1000/59, 1-10=-688/71, 5-7=-754/115 BOT CHORD 8-9=-80/1087 WEBS 2-9=0/505, 4-8=0/507, 1-9=0/597, 5-8=-6/594, 3-9=-353/118, 3-8=-357/105 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 3-7-1, Exterior(2) 3-7-1 to 7-9-15, Interior(1) 7-9-15 to 14-7-15, Exterior(2) 14-7-15 to 19-2-0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 10, 7 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) 7. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss T22 Truss Type HIP Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046937 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-XT6tE4rLnclXvd9Q82CGcQJzJGa4oS1Z3fG_dWyPwXJ Scale = 1:46.0 1 2 3 4 5 9 8 7 6 10 11 12 13 14 15 16 175x6 5x10 MT18HS 5x10 MT18HS 2x4 5x12 5x12 2x4 5x6 0-1-135-0-6 5-0-6 13-2-10 8-2-5 18-3-0 5-0-6 4-8-12 4-8-12 13-6-4 8-9-7 18-3-0 4-8-12 19-2-0 0-11-0 1-11-57-3-127-5-91-11-52-8-04-7-1214.00 12 7.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-1-8], [2:0-7-0,0-1-12], [3:0-7-0,0-1-12], [4:0-2-8,0-1-8] 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-S 0.78 0.44 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.44 0.07 (loc) 8 7-8 6 l/defl >616 >491 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 70 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-9,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-8 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)9=716/0-5-8, 6=784/0-5-8 Max Horz 9=-169(LC 7) Max Uplift 6=-13(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-996/49, 2-3=-617/93, 3-4=-999/62, 1-9=-689/80, 4-6=-755/125 BOT CHORD 7-8=-10/617 WEBS 2-8=0/373, 3-7=0/374, 1-8=0/585, 4-7=-35/591 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 4-8-12, Exterior(2) 4-8-12 to 8-11-11, Interior(1) 8-11-11 to 13-6-4, Exterior(2) 13-6-4 to 17-9-2, Interior(1) 17-9-2 to 19-2-0 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 9, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss T23 Truss Type HIP Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046938 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-?fgFRQszYwtOXnkcimjV9erBRgomXvsiIJ0X9yyPwXI Scale = 1:51.5 1 2 3 4 5 9 8 7 6 10 11 12 13 14 15 16 17 18 6x8 2x4 8x10 8x10 2x4 4x6 4x6 6x8 0-1-135-0-6 5-0-6 13-2-10 8-2-5 18-3-0 5-0-6 5-10-8 5-10-8 12-4-8 6-6-1 18-3-0 5-10-8 19-2-0 0-11-0 1-11-58-7-128-9-91-11-52-8-05-11-1214.00 12 7.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [2:0-3-8,0-2-4], [3:0-3-8,0-2-4], [4: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-S 0.62 0.92 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.40 -0.63 0.08 (loc) 7-8 7-8 6 l/defl >542 >343 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 2x3 SPF No.2 *Except* 1-9,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS.(lb/size)9=853/0-5-8, 6=920/0-5-8 Max Horz 9=-195(LC 7) Max Uplift 6=-13(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1196/43, 2-3=-642/120, 3-4=-1205/62, 1-9=-855/92, 4-6=-930/143 BOT CHORD 8-9=-243/278, 7-8=-15/642 WEBS 2-8=0/449, 3-7=0/451, 1-8=0/664, 4-7=-76/668 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 5-10-8, Exterior(2) 5-10-8 to 10-1-6, Interior(1) 10-1-6 to 12-4-8, Exterior(2) 12-4-8 to 16-7-7, Interior(1) 16-7-7 to 19-2-0 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) * 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) 9, 6 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) 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss T24 Truss Type HIP Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046939 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-TrEdfmsbJD?F9wJpGTEkirOJd47LGMWrXzl4iOyPwXH Scale = 1:59.0 1 2 3 4 8 7 6 5 9 10 11 12 13 14 6x8 6x8 2x4 8x10 8x10 2x4 4x6 4x6 0-1-135-0-6 5-0-6 7-0-3 1-11-13 9-1-8 2-1-5 11-2-13 2-1-5 13-2-10 1-11-14 18-3-0 5-0-6 7-0-3 7-0-3 11-2-13 4-2-10 18-3-0 7-0-3 1-11-59-11-1210-1-91-11-52-8-07-3-1214.00 12 7.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [2:0-3-4,0-2-0], [3:0-3-4,0-2-0], [4: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-S 0.79 0.90 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.39 -0.65 0.08 (loc) 6-7 6-7 5 l/defl >549 >333 n/a L/d 240 180 n/a PLATES MT20 Weight: 76 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* 1-8,4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-5 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=836/0-5-8, 5=836/0-5-8 Max Horz 8=-206(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1162/86, 2-3=-535/164, 3-4=-1163/88, 1-8=-858/133, 4-5=-858/125 BOT CHORD 7-8=-272/317, 6-7=-34/535 WEBS 2-7=0/447, 3-6=0/447, 1-7=0/593, 4-6=-87/593 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 7-0-3, Exterior(2) 7-0-3 to 15-5-11, Interior(1) 15-5-11 to 18-1-4 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) * 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) 8, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss T25 Truss Type HIP Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046940 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-TrEdfmsbJD?F9wJpGTEkirOGw4BEGNsrXzl4iOyPwXH Scale = 1:67.0 1 2 3 4 8 7 6 5 9 10 11 12 13 14 6x8 5x8 5x8 6x8 2x4 5x8 5x8 2x4 0-1-135-0-6 5-0-6 8-1-14 3-1-9 10-1-1 1-11-3 13-2-10 3-1-9 18-3-0 5-0-6 5-0-6 5-0-6 8-1-14 3-1-9 10-1-1 1-11-3 13-2-10 3-1-9 18-3-0 5-0-6 1-11-511-3-1211-5-91-11-52-8-08-7-1214.00 12 7.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [2:0-5-8,0-2-4], [3:0-5-8,0-2-4], [4:Edge,0-1-5], [6:0-3-12,0-3-0], [7:0-3-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.96 0.65 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.33 -0.60 0.07 (loc) 6-7 6-7 5 l/defl >650 >358 n/a L/d 240 180 n/a PLATES MT20 Weight: 89 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 2-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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=823/0-5-8, 5=823/0-5-8 Max Horz 8=-233(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1125/78, 2-3=-460/179, 3-4=-1125/77, 1-8=-855/137, 4-5=-855/130 BOT CHORD 7-8=-300/362, 6-7=-62/460 WEBS 2-7=-11/444, 3-6=0/444, 1-7=0/528, 4-6=-105/528 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 8-1-14, Exterior(2) 8-1-14 to 14-4-0, Interior(1) 14-4-0 to 18-1-4 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) * 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) 8, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss T26 Truss Type ROOF SPECIAL Qty 3 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046941 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-x2n?s6tE4X75m4u?pAlzE3xc_TYO?jD?mdVeEryPwXG Scale = 1:77.7 1 2 3 4 5 9 8 7 6 10 11 12 13 14 15 4x6 4x6 4x6 2x4 6x10 6x10 2x4 2x4 2x4 5-0-6 5-0-6 13-2-10 8-2-5 18-3-0 5-0-6 5-0-6 5-0-6 9-1-8 4-1-2 13-2-10 4-1-2 18-3-0 5-0-6 1-11-512-7-11-11-52-8-014.00 12 7.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [4:0-0-0,0-0-0], [5:0-2-12,0-1-8] 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 0.30 0.59 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.57 0.11 (loc) 7-8 7-8 6 l/defl >711 >381 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* 1-9,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=810/0-5-8, 6=810/0-5-8 Max Horz 9=-256(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1134/83, 2-3=-1132/328, 3-4=-1132/326, 4-5=-1134/83, 1-9=-802/92, 5-6=-802/92 BOT CHORD 8-9=-295/317, 7-8=-89/386 WEBS 2-8=-302/275, 3-8=-238/734, 3-7=-218/735, 4-7=-302/276, 1-8=0/646, 5-7=0/646 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 9-1-8, Exterior(2) 9-1-8 to 12-1-8, Interior(1) 12-1-8 to 18-1-4 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) * 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) Bearing at joint(s) 9, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss TG01 Truss Type HIP GIRDER Qty 1 Ply 2 39 Heritage at Spring Mills Job Reference (optional) I39046942 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-QELN4SusrrFyOETBNuGCnGTkitr2k7k8_HEBmHyPwXF Scale = 1:78.4 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 3940 41 42 43 44 45 5x6 3x6 3x4 4x8 4x8 4x6 3x6 4x6 3x6 4x6 3x6 4x8 4x6 5x6 4x8 3x4 4x6 4x6 0-1-137-6-6 7-6-6 16-9-13 9-3-7 26-1-3 9-3-7 35-4-10 9-3-7 42-11-0 7-6-6 -0-11-0 0-11-0 3-10-15 3-10-15 7-6-6 3-7-7 14-5-15 6-11-9 21-5-8 6-11-9 28-5-1 6-11-9 35-4-10 6-11-9 39-0-1 3-7-7 42-11-0 3-10-15 1-3-86-1-156-3-121-3-86-1-158.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-3], [9:0-3-0,0-2-3] 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-S 0.50 0.82 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.26 -0.49 0.12 (loc) 15-16 15-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 413 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-18,8-13: 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 (5-0-1 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)19=3102/0-3-8, 12=3036/0-3-8 Max Horz 19=111(LC 16) Max Uplift 19=-1083(LC 7), 12=-1059(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-532/211, 3-4=-4065/1585, 4-5=-3338/1330, 5-6=-5699/2272, 6-8=-5700/2272, 8-9=-3341/1329, 9-10=-4072/1585, 10-11=-466/169, 2-19=-477/171, 11-12=-359/117 BOT CHORD 18-19=-1076/2990, 16-18=-1939/5261, 15-16=-2173/5861, 13-15=-1938/5263, 12-13=-1077/3003 WEBS 3-18=-255/635, 4-18=-806/1895, 5-18=-2521/952, 5-16=-549/1202, 6-16=-292/48, 6-15=-290/48, 8-15=-550/1201, 8-13=-2520/953, 9-13=-808/1903, 10-13=-257/628, 3-19=-3597/1321, 10-12=-3674/1365 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: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=5ft; 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) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=1083, 12=1059. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss TG01 Truss Type HIP GIRDER Qty 1 Ply 2 39 Heritage at Spring Mills Job Reference (optional) I39046942 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:06 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-QELN4SusrrFyOETBNuGCnGTkitr2k7k8_HEBmHyPwXF NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 111 lb down and 63 lb up at 2-5-8, 116 lb down and 62 lb up at 4-5-8, 116 lb down and 100 lb up at 6-5-8, 118 lb down and 122 lb up at 8-5-8, 118 lb down and 122 lb up at 10-5-8, 118 lb down and 122 lb up at 12-5-8, 118 lb down and 122 lb up at 14-5-8, 118 lb down and 122 lb up at 16-5-8, 118 lb down and 122 lb up at 18-5-8, 118 lb down and 122 lb up at 20-5-8, 118 lb down and 122 lb up at 22-5-8, 118 lb down and 122 lb up at 24-5-8, 118 lb down and 122 lb up at 26-5-8, 118 lb down and 122 lb up at 28-5-8, 118 lb down and 122 lb up at 30-5-8, 118 lb down and 122 lb up at 32-5-8, 118 lb down and 122 lb up at 34-5-8, 116 lb down and 100 lb up at 36-5-8, and 116 lb down and 62 lb up at 38-5-8, and 111 lb down and 63 lb up at 40-5-8 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: 1-2=-60, 2-4=-60, 4-9=-60, 9-11=-60, 19-27=-20, 27-29=-60, 29-32=-20, 32-35=-60, 35-38=-20, 38-40=-60, 12-40=-20 Concentrated Loads (lb) Vert: 22=-111 23=-116 24=-116 25=-118 26=-118 27=-118 28=-118 30=-118 31=-118 33=-118 34=-118 36=-118 37=-118 39=-118 40=-118 41=-118 42=-118 43=-116 44=-116 45=-111 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss TG02 Truss Type HALF HIP GIRDER Qty 2 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046943 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-uQvmHnvUc8Np0O2OxbnRJU0z0HNDTm8IDx_lIjyPwXE Scale = 1:17.4 1 2 3 4 7 6 5 8 9 4x6 2x4 2x4 2x4 3x4 2x4 0-1-40-11-5 0-11-5 1-11-4 0-11-15 3-10-8 1-11-4 -0-11-0 0-11-0 0-11-5 0-11-5 3-10-8 2-11-3 1-9-82-9-72-10-112-3-150-5-82-9-714.00 12 Plate Offsets (X,Y)-- [3:0-3-11,0-2-0] 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-R 0.20 0.06 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 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=194/0-3-8, 5=128/0-1-8 Max Horz 7=91(LC 20) Max Uplift 7=-52(LC 7), 5=-51(LC 7) Max Grav 7=194(LC 1), 5=131(LC 12) 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 exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 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 78 lb up at 0-11-4, and 47 lb down and 41 lb up at 1-11-4 on top chord, and 14 lb down and 31 lb up at 0-11-4, and 8 lb down and 15 lb up at 1-11-4 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: 3=26(B) 6=5(B) 9=-2(B) October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss TG03 Truss Type HIP GIRDER Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046944 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-MdT8V7v6NSVgdYdaVJJgshZ0yhcTC_HRSbjIrAyPwXD Scale = 1:59.6 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 22 23 24 25 5x12 5x10 MT18HS 3x4 4x6 8x16 12x18 MT18HS 5x6 5x12 2x4 6x6 4x6 5x6 0-1-02-6-12 2-6-12 10-5-15 7-11-3 18-5-2 7-11-3 23-10-4 5-5-2 29-11-8 6-1-4 2-6-12 2-6-12 10-5-15 7-11-3 18-5-2 7-11-3 23-10-4 5-5-2 29-11-8 6-1-4 30-10-8 0-11-0 4-3-125-11-48-11-21-2-142-10-145-11-48.00 12 6.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [2:0-5-12,0-2-8], [4:0-2-12,0-2-0], [5:0-1-12,0-1-8], [8:0-4-12,0-9-4], [8:0-3-1,0-0-0], [9:0-3-12,0-4-0], [13:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.77 0.50 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.56 0.31 (loc) 9-10 9-10 8 l/defl >999 >636 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 163 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-2: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 9-12: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 2-11,4-11: 2x4 SPF No.2, 6-8: 2x6 SPF No.2 6-9: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-5 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-11, 4-11, 5-10, 1-14 REACTIONS.(lb/size)14=2110/0-3-8, 8=1944/0-3-8 Max Horz 14=-178(LC 3) Max Uplift 14=-678(LC 3), 8=-454(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1183/442, 2-3=-2717/943, 3-4=-2717/943, 4-5=-3365/1006, 5-6=-5806/1399, 1-14=-2185/733, 6-8=-2056/513 BOT CHORD 11-13=-272/954, 10-11=-660/2784, 9-10=-1030/4604, 8-9=-93/531 WEBS 2-13=-916/274, 2-11=-708/2162, 3-11=-555/136, 4-10=-430/1478, 5-10=-1992/409, 5-9=-313/1786, 1-13=-634/1802, 6-9=-1024/4470 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=678, 8=454. 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) 116 lb down and 105 lb up at 2-0-12, 118 lb down and 109 lb up at 4-0-12, 118 lb down and 109 lb up at 6-0-12, 118 lb down and 109 lb up at 8-0-12, 118 lb down and 109 lb up at 10-0-12, 118 lb down and 109 lb up at 12-0-12, 118 lb down and 109 lb up at 14-0-12, 118 lb down and 109 lb up at 16-0-12, 118 lb down and 109 lb up at 18-0-12, and 116 lb down and 77 lb up at 20-0-12, and 263 lb down and 77 lb up at 22-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss TG03 Truss Type HIP GIRDER Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046944 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:08 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-MdT8V7v6NSVgdYdaVJJgshZ0yhcTC_HRSbjIrAyPwXD LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 6-7=-60, 13-14=-20, 13-18=-60, 18-23=-20, 10-23=-60, 9-10=-20, 8-9=-20 Concentrated Loads (lb) Vert: 12=-118 10=-118 16=-116 17=-118 19=-118 20=-118 21=-118 22=-118 23=-118 24=-116 25=-263 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss TG04 Truss Type HALF HIP GIRDER Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046945 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-MdT8V7v6NSVgdYdaVJJgshZ8DhfXCDHRSbjIrAyPwXD Scale = 1:20.8 1 2 3 4 7 6 58 5x6 2x4 2x4 2x4 3x4 3x6 0-1-131-9-2 1-9-2 3-10-8 2-1-6 -0-11-0 0-11-0 1-9-2 1-9-2 3-10-8 2-1-6 1-6-03-4-143-6-112-11-60-5-83-4-1414.00 12 Plate Offsets (X,Y)-- [3:0-3-12,0-2-8], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.24 0.31 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 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=346/0-3-8, 5=283/0-1-8 Max Horz 7=107(LC 7) Max Uplift 7=-21(LC 7), 5=-65(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); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 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) 279 lb down and 66 lb up at 2-0-12 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, 5-7=-20 Concentrated Loads (lb) Vert: 8=-279 October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss TG05 Truss Type COMMON GIRDER Qty 1 Ply 2 39 Heritage at Spring Mills Job Reference (optional) I39046946 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-qp1WiTwk8meXFiBm20qvPv5Kn5y5xXAagFTrNcyPwXC Scale = 1:34.7 1 2 3 4 5 67 8 4x6 3x6 3x6 3x12 3-8-0 3-8-0 7-4-0 3-8-0 -0-11-0 0-11-0 3-8-0 3-8-0 7-4-0 3-8-0 8-3-0 0-11-0 0-5-104-8-150-5-1014.00 12 Plate Offsets (X,Y)-- [2:0-3-12,0-1-8], [4:0-3-12,0-1-8] 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-P 0.12 0.48 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.00 (loc) 4-6 4-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1556/0-5-8, 4=1726/0-3-8 Max Horz 2=-105(LC 5) Max Uplift 2=-255(LC 7), 4=-39(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1691/181, 3-4=-1667/178 BOT CHORD 2-6=-129/1001, 4-6=-129/1001 WEBS 3-6=-229/2284 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 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=255. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1502 lb down and 546 lb up at 3-1-4, and 1092 lb down at 5-1-4 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, 2-4=-20 Concentrated Loads (lb) Vert: 7=-1502 8=-1092(F) October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss TG06 Truss Type HIP GIRDER Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046947 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-I?buvpxMv3mOtrmyckL8x6eNxUH?gy9kvvCPv2yPwXB Scale = 1:34.5 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 22 3x6 6x6 6x6 2x4 8x8 6x16 2x4 3x6 4x6 2x4 3x6 3x6 0-1-132-5-5 2-5-5 5-0-6 2-7-0 13-2-10 8-2-5 15-9-10 2-7-0 18-3-0 2-5-6 2-5-5 2-5-5 5-0-6 2-7-0 13-2-10 8-2-5 15-9-10 2-7-0 18-3-0 2-5-6 19-2-0 0-11-0 1-11-54-7-124-9-91-11-52-8-01-11-1214.00 12 7.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-3-0], [5:0-4-0,0-3-0], [10:0-7-12,0-3-8] 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-S 0.61 0.50 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.18 -0.44 0.29 (loc) 10-11 10-11 8 l/defl >999 >495 n/a L/d 240 180 n/a PLATES MT20 Weight: 95 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 *Except* 10-11: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 2-11,5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-3 max.): 2-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=1286/0-5-8, 8=1353/0-5-8 Max Horz 13=-114(LC 5) Max Uplift 13=-297(LC 3), 8=-319(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1346/356, 2-3=-3316/808, 3-4=-3281/818, 4-5=-3243/806, 5-6=-1344/362, 1-13=-1261/316, 6-8=-1327/317 BOT CHORD 11-12=-293/1067, 10-11=-809/3355, 9-10=-273/1049 WEBS 2-12=-661/157, 2-11=-653/2877, 3-11=-458/144, 4-10=-459/138, 5-10=-670/2809, 5-9=-639/156, 1-12=-195/858, 6-9=-223/858 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 13, 8 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) except (jt=lb) 13=297, 8=319. 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) 84 lb down and 94 lb up at 2-5-5, 62 lb down and 51 lb up at 3-1-8, and 62 lb down and 51 lb up at 15-1-8, and 84 lb down and 95 lb up at 15-9-10 on top chord, and 47 lb down and 46 lb up at 2-5-5, 90 lb down and 15 lb up at 3-1-8, 149 lb down and 58 lb up at 5-0-6, 149 lb down and 58 lb up at 7-1-8, 149 lb down and 58 lb up at 9-1-8, 149 lb down and 58 lb up at 11-1-8, 149 lb down and 58 lb up at 13-2-10, and 90 lb down and 15 lb up at 15-1-8, and 50 lb down and 60 lb up at 15-9-10 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 Continued on page 2 October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss TG06 Truss Type HIP GIRDER Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046947 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:10 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-I?buvpxMv3mOtrmyckL8x6eNxUH?gy9kvvCPv2yPwXB LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-6=-60, 6-7=-60, 11-13=-20, 10-11=-20, 8-10=-20 Concentrated Loads (lb) Vert: 2=-47(F) 5=-47(F) 11=-149 10=-149 12=-25(F) 9=-24(F) 14=-55(F) 17=-55(F) 18=-71(F) 19=-149 20=-149 21=-149 22=-71(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss TG08 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046948 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-I?buvpxMv3mOtrmyckL8x6eKJUBzgvKkvvCPv2yPwXB Scale = 1:44.9 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 18 19 20 21 22 4x6 3x4 3x6 10x10 4x6 4x6 4x6 3x6 5x8 4x6 0-1-010-1-1 10-1-1 19-10-10 9-9-9 25-11-8 6-0-14 6-9-14 6-9-14 13-4-4 6-6-6 19-10-10 6-6-6 25-11-8 6-0-14 4-11-95-0-91-0-04-11-98.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-1-13], [6:Edge,0-8-2], [7:0-1-12,0-0-0] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.78 0.88 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.26 -0.38 0.05 (loc) 10-11 10-11 7 l/defl >999 >817 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 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-0 max.): 1-5. BOT CHORD Rigid ceiling directly applied or 7-10-10 oc bracing. WEBS 1 Row at midpt 2-11, 4-8 REACTIONS.(lb/size)11=1522/0-3-8, 7=1522/0-5-8 Max Horz 11=-127(LC 5) Max Uplift 11=-623(LC 3), 7=-534(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2169/931, 4-5=-1639/689, 5-6=-2037/779, 6-7=-1392/506 BOT CHORD 10-11=-598/1671, 8-10=-815/2183, 7-8=-117/364 WEBS 2-11=-1981/825, 2-10=-446/857, 4-8=-729/261, 5-8=-370/759, 6-8=-529/1260 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) * 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) 11=623, 7=534. 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) 93 lb down and 93 lb up at 2-1-12, 83 lb down and 99 lb up at 4-1-12, 83 lb down and 99 lb up at 6-1-12, 83 lb down and 99 lb up at 8-1-12, 83 lb down and 99 lb up at 10-1-12, 83 lb down and 99 lb up at 12-1-12, 83 lb down and 99 lb up at 14-1-12, 83 lb down and 99 lb up at 16-1-12, 83 lb down and 99 lb up at 18-1-12, 83 lb down and 99 lb up at 20-1-12, and 80 lb down and 73 lb up at 22-1-12, and 80 lb down and 69 lb up at 24-1-12 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: 1-5=-60, 5-6=-60, 7-11=-20 Concentrated Loads (lb) Vert: 9=-82 10=-82 13=-93 14=-82 15=-82 16=-82 17=-82 18=-82 19=-82 20=-82 21=-80 22=-80 October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss V01 Truss Type GABLE Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046949 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-mB9G79y?gNuFU?L9ARsNUKBbluhSPX_t8ZyyRUyPwXA Scale = 1:39.8 1 2 3 4 7 6 5 8 9 3x8 4x6 2x4 2x4 2x4 5x6 2x4 8-3-14 8-3-14 11-7-11 3-3-13 5-6-3 5-6-3 8-3-14 2-9-11 11-7-11 3-3-13 0-0-43-0-66-5-43-0-614.00 12 Plate Offsets (X,Y)-- [1:0-5-12,Edge], [2:0-2-2,Edge], [3:0-3-0,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-S 0.41 0.23 0.22 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: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x3 SPF No.2 *Except* 2-3: 2x4 SPF-S Stud 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, 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 11-7-11. (lb) - Max Horz 1=143(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, 6 except 7=384(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) 0-3-5 to 3-3-5, Interior(1) 3-3-5 to 5-6-3, Exterior(2) 5-6-3 to 8-3-14, Interior(1) 8-3-14 to 11-6-7 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss V02 Truss Type Valley Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046950 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-mB9G79y?gNuFU?L9ARsNUKBeDuitPZ_t8ZyyRTyPwXA Scale = 1:31.6 1 2 3 4 7 6 5 8 9 10 3x6 4x6 2x4 2x4 2x4 5x6 2x4 0-0-3 0-0-3 6-9-0 6-8-13 10-6-0 3-8-15 4-4-8 4-4-8 6-9-0 2-4-9 10-6-0 3-8-15 0-0-42-2-65-1-42-2-614.00 12 Plate Offsets (X,Y)-- [2:0-2-2,Edge], [3:0-3-0,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-S 0.25 0.14 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x3 SPF No.2 *Except* 2-3: 2x4 SPF-S Stud 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, 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 10-5-12. (lb) - Max Horz 1=110(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 except 7=268(LC 1), 6=258(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) 0-3-5 to 3-3-5, Interior(1) 3-3-5 to 4-4-8, Exterior(2) 4-4-8 to 6-9-0, Interior(1) 6-9-0 to 10-4-12 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) 1, 5, 7, 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss V03 Truss Type Valley Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046951 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-EOjfKVzdRh0669wLk9Nc0XjomI1d81?1NChW_xyPwX9 Scale = 1:26.1 1 2 3 4 7 6 5 8 2x4 4x6 2x4 2x4 2x4 4x6 2x4 0-0-3 0-0-3 5-2-3 5-1-15 9-4-4 4-2-2 3-2-12 3-2-12 5-2-3 1-11-6 9-4-4 4-2-2 0-0-41-4-63-9-41-4-614.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-0], [3:0-3-0,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-S 0.27 0.23 0.04 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: 22 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 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-4-1. (lb) - Max Horz 1=78(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 except 6=305(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) 0-2-11 to 5-2-3, Interior(1) 5-2-3 to 9-3-0 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) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss V04 Truss Type Valley Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046952 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-iaG1YrzFC_8zkJVXHsurZlG0JiQXtUjAbsR3WNyPwX8 Scale = 1:18.7 1 2 34 6 8 7 5 2x4 3x4 5x6 2x4 4x6 0-0-3 0-0-3 3-7-5 3-7-1 8-2-9 4-7-4 2-1-1 2-1-1 3-7-5 1-6-4 8-2-9 4-7-4 0-0-40-6-62-5-40-6-614.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-0], [3:0-3-0,0-1-8], [6:Edge,0-1-13], [6:0-0-0,0-1-4], [7:0-1-4,0-0-0] 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-P 0.09 0.06 0.01 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: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x3 SPF No.2 *Except* 2-4: 2x4 SPF-S Stud 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=84/8-2-5, 5=-0/8-2-5, 7=-0/8-2-5, 8=115/8-2-5, 4=73/8-2-5 Max Horz 1=-42(LC 7) Max Uplift 1=-1(LC 9), 4=-3(LC 9) Max Grav 1=84(LC 1), 8=115(LC 1), 4=73(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) 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, 4. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss V05 Truss Type Valley Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046953 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-iaG1YrzFC_8zkJVXHsurZlG1NiQntUvAbsR3WNyPwX8 Scale = 1:8.3 1 2 3 2x4 2x4 2x4 0-0-3 0-0-3 1-10-11 1-10-7 0-11-5 0-11-5 1-10-11 0-11-5 0-0-41-1-40-0-414.00 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-P 0.02 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: 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 1-10-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=57/1-10-4, 3=57/1-10-4 Max Horz 1=-16(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. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss V06 Truss Type Valley Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046954 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-BmqPlB_tzIGqLT4krZP46yp_96dNcwUKqWAc2pyPwX7 Scale = 1:23.3 1 2 3 5 4 6 8 7 3x6 2x4 2x4 2x4 2x4 13-11-10 13-11-10 0-0-43-5-153.00 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 0.91 0.60 0.11 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: 35 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 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)1=280/13-10-10, 4=3/13-10-10, 5=726/13-10-10 Max Horz 1=90(LC 8) Max Uplift 4=-8(LC 8), 5=-26(LC 5) Max Grav 1=280(LC 1), 4=7(LC 10), 5=726(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-524/134 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) 1-3-0 to 4-3-0, Interior(1) 4-3-0 to 13-10-6 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. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss V07 Truss Type Valley Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046955 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-BmqPlB_tzIGqLT4krZP46yp6e6iOcx9KqWAc2pyPwX7 Scale = 1:8.6 1 2 3 4 3x4 2x4 2x4 4-7-10 4-7-10 0-0-41-1-153.00 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-P 0.43 0.28 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 4-7-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=145/4-6-10, 3=145/4-6-10 Max Horz 1=26(LC 8) Max Uplift 1=-1(LC 5), 3=-4(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) 0-11-0 to 3-11-0, Interior(1) 3-11-0 to 4-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss V08 Truss Type GABLE Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046956 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-fzOnzX?VjcOhzdfwPHxJeALH1V?lLM6T3AwAbGyPwX6 Scale = 1:40.1 1 2 3 5 4 6 7 8 9 3x6 4x6 4x6 2x4 9-7-1 9-7-1 4-6-8 4-6-8 9-7-1 5-0-9 0-7-15-10-100-0-414.00 12 Plate Offsets (X,Y)-- [1:0-1-7,0-1-4], [2:0-2-4,0-2-0], [3:0-1-10,Edge], [5:0-0-0,0-1-4] 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-S 0.39 0.46 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 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)3=289/9-7-1, 5=282/9-7-1, 4=170/9-7-1 Max Horz 5=-114(LC 7) Max Uplift 3=-81(LC 9), 5=-88(LC 9), 4=-111(LC 7) Max Grav 3=289(LC 1), 5=296(LC 13), 4=231(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-275/217, 2-3=-270/216, 1-5=-265/195 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 4-6-8, Exterior(2) 4-6-8 to 7-6-8, Interior(1) 7-6-8 to 9-4-6 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) 3, 5 except (jt=lb) 4=111. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss V09 Truss Type Valley Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046957 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-fzOnzX?VjcOhzdfwPHxJeALG6V2PLOST3AwAbGyPwX6 Scale = 1:31.1 1 2 3 4 5 6 7 8 2x4 3x4 2x4 2x4 7-9-7 7-9-7 7-9-11 0-0-3 3-10-13 3-10-13 7-9-11 3-10-13 0-0-44-6-100-0-414.00 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-P 0.45 0.29 0.06 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 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=183/7-9-4, 3=183/7-9-4, 4=223/7-9-4 Max Horz 1=-84(LC 7) Max Uplift 1=-19(LC 9), 3=-19(LC 9) Max Grav 1=183(LC 1), 3=183(LC 1), 4=227(LC 2) 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 3-10-13, Exterior(2) 3-10-13 to 6-10-13, Interior(1) 6-10-13 to 7-6-15 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss V10 Truss Type Valley Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046958 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-79y9As07UvWYbmE6z_SYBNuVavQ04rIcHqfj7iyPwX5 Scale = 1:22.7 1 2 3 42x4 3x4 2x4 2x4 0-0-3 0-0-3 5-6-4 5-6-0 2-9-2 2-9-2 5-6-4 2-9-2 0-0-43-2-100-0-414.00 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-P 0.21 0.14 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=126/5-5-13, 3=126/5-5-13, 4=153/5-5-13 Max Horz 1=-58(LC 7) Max Uplift 1=-13(LC 9), 3=-13(LC 9) Max Grav 1=126(LC 1), 3=126(LC 1), 4=157(LC 2) 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) 1, 3. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss V11 Truss Type Valley Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046959 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-79y9As07UvWYbmE6z_SYBNuXsvQZ4rfcHqfj7iyPwX5 Scale = 1:12.3 1 2 3 2x4 2x4 2x4 0-0-3 0-0-3 3-2-13 3-2-10 1-7-7 1-7-7 3-2-13 1-7-7 0-0-41-10-100-0-414.00 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-P 0.07 0.17 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=111/3-2-6, 3=111/3-2-6 Max Horz 1=-32(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. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss V12 Truss Type Valley Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046960 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-bLWYNC0lFDePCwpJWiznjbRbPJiDpHkmWUPHf8yPwX4 Scale = 1:33.3 1 2 3 4 5 6 7 8 4x6 3x4 4x6 2x4 0-0-3 0-0-3 8-2-14 8-2-11 4-2-7 4-2-7 8-2-14 4-0-8 0-0-44-10-130-2-414.00 12 Plate Offsets (X,Y)-- [1:0-5-15,Edge], [3:0-4-0,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-P 0.53 0.33 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=197/8-2-11, 3=195/8-2-11, 4=237/8-2-11 Max Horz 1=-91(LC 7) Max Uplift 1=-21(LC 9), 3=-21(LC 9) Max Grav 1=197(LC 1), 3=195(LC 1), 4=243(LC 2) 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 4-2-7, Exterior(2) 4-2-7 to 7-2-7, Interior(1) 7-2-7 to 8-1-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss V13 Truss Type GABLE Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046961 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-bLWYNC0lFDePCwpJWiznjbRfVJlopISmWUPHf8yPwX4 Scale = 1:25.1 1 2 3 4 3x4 2x4 2x4 3x4 5-9-11 5-9-11 2-9-0 2-9-0 5-9-11 3-0-11 0-4-53-6-130-0-414.00 12 Plate Offsets (X,Y)-- [1:0-2-5,0-1-8] 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-P 0.27 0.17 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: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 WEDGE Left: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=140/5-9-11, 4=168/5-9-11, 1=138/5-9-11 Max Horz 1=-65(LC 7) Max Uplift 3=-15(LC 9), 1=-15(LC 9) Max Grav 3=140(LC 1), 4=172(LC 2), 1=138(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) 3, 1. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss V14 Truss Type Valley Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046962 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-3Y4wbY1O0XmFq4OV4PU0Goztuj4pYk8vl88qBayPwX3 Scale = 1:14.0 1 2 3 2x4 2x4 2x4 0-0-3 0-0-3 3-9-15 3-9-12 1-11-0 1-11-0 3-9-15 1-11-0 0-0-42-2-130-0-414.00 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-P 0.10 0.25 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=135/3-9-8, 3=135/3-9-8 Max Horz 1=-39(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. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss V15 Truss Type Valley Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046963 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-3Y4wbY1O0XmFq4OV4PU0GozuEj7FYk8vl88qBayPwX3 Scale = 1:7.3 1 2 3 2x4 2x4 2x4 0-0-3 0-0-3 1-6-8 1-6-5 0-9-4 0-9-4 1-6-8 0-9-4 0-0-40-10-130-0-414.00 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-P 0.01 0.03 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 1-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=44/1-6-2, 3=44/1-6-2 Max Horz 1=13(LC 8) 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. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss V16 Truss Type Valley Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046964 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-XkeIou20nqu6SEyhe7?Fo0WzR7PnHBb3_ouNk1yPwX2 Scale = 1:28.2 1 2 3 5 4 6 2x4 2x4 2x4 2x4 2x4 7-3-10 7-3-10 0-0-44-10-78.00 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-P 0.43 0.26 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: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=76/7-3-4, 4=124/7-3-4, 5=348/7-3-4 Max Horz 1=128(LC 6) Max Uplift 4=-17(LC 6), 5=-40(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-261/144 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) 0-4-3 to 3-3-10, Interior(1) 3-3-10 to 7-2-6 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. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss V17 Truss Type Valley Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046965 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-XkeIou20nqu6SEyhe7?Fo0W_L7QAHBO3_ouNk1yPwX2 Scale = 1:15.6 1 2 3 4 2x4 2x4 2x4 3-9-10 3-9-10 0-0-42-6-78.00 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-P 0.37 0.24 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 3-9-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=134/3-9-4, 3=134/3-9-4 Max Horz 1=62(LC 8) Max Uplift 3=-8(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) 0-4-3 to 3-4-3, Interior(1) 3-4-3 to 3-8-6 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. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss V18 Truss Type Valley Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046966 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-?wBg0E3eY80z3OXtCqWULD391WoU0d9CCSdxGTyPwX1 Scale = 1:31.0 1 2 3 4 5 8 7 6 9 10 3x4 3x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-6 0-0-6 14-8-4 14-7-14 7-4-2 7-4-2 14-8-4 7-4-2 0-0-44-10-120-0-48.00 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 0.11 0.10 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: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-7-8. (lb) - Max Horz 1=-74(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=257(LC 1), 8=326(LC 13), 6=326(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) 0-5-11 to 3-4-2, Interior(1) 3-4-2 to 7-4-2, Exterior(2) 7-4-2 to 10-4-2, Interior(1) 10-4-2 to 14-2-9 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. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss V19 Truss Type Valley Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046967 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-?wBg0E3eY80z3OXtCqWULD38ZWl10e3CCSdxGTyPwX1 Scale = 1:17.9 1 2 3 4 5 6 7 8 2x4 3x4 2x4 2x4 0-0-6 0-0-6 7-8-4 7-7-14 3-10-2 3-10-2 7-8-4 3-10-2 0-0-42-6-120-0-48.00 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-P 0.41 0.26 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=150/7-7-8, 3=150/7-7-8, 4=259/7-7-8 Max Horz 1=-37(LC 7) Max Uplift 1=-12(LC 9), 3=-12(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) 0-4-3 to 3-4-3, Interior(1) 3-4-3 to 3-10-2, Exterior(2) 3-10-2 to 6-10-2, Interior(1) 6-10-2 to 7-4-1 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss V20 Truss Type Valley Qty 2 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046968 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-T7l2Da4GJS8qhY64lY2juRbIgw2Fl5NMR6NUovyPwX0 Scale = 1:32.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 7 6 9 11 10 128 6x6 3x6 3x4 3x6 6x6 2x4 2x4 2x4 2-1-03-0-02-6-0 2-6-0 -0-6-0 0-6-0 1-3-0 1-3-0 2-6-0 1-3-0 3-0-0 0-6-0 4-3-95-9-14-3-914.00 12 Plate Offsets (X,Y)-- [6:Edge,0-2-8], [6:0-1-4,0-0-0], [7:0-1-4,0-0-0], [7:0-0-0,0-2-8], [9:0-0-0,0-1-4], [10:0-0-0,0-1-4] 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-S 0.51 0.46 0.03 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: 43 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 2-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 8 REACTIONS.(lb/size)7=128/2-6-0, 6=128/2-6-0 Max Horz 7=148(LC 8) Max Uplift 7=-127(LC 7), 6=-127(LC 8) Max Grav 7=199(LC 8), 6=199(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) The Fabrication Tolerance at joint 2 = 0%, joint 4 = 0% 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) except (jt=lb) 7=127, 6=127. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss V21 Truss Type Valley Qty 2 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046969 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-T7l2Da4GJS8qhY64lY2juRbOuw8dl5PMR6NUovyPwX0 Scale = 1:20.3 1 2 3 4 5 8 7 6 2x4 2x4 3x4 2x4 2x4 2x4 2-6-0 2-6-0 -0-6-0 0-6-0 1-3-0 1-3-0 2-6-0 1-3-0 3-0-0 0-6-0 1-11-93-5-11-11-914.00 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-R 0.11 0.11 0.03 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: 12 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 2-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)8=86/2-6-0, 6=86/2-6-0, 7=84/2-6-0 Max Horz 8=87(LC 8) Max Uplift 8=-76(LC 9), 6=-76(LC 9) Max Grav 8=87(LC 13), 6=87(LC 14), 7=126(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. THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss V22 Truss Type Valley Qty 2 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046970 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-yJJRRw4u4lGhJhhGJFZyQe8a6KVvUY8Vgm61KMyPwX? Scale = 1:8.3 1 2 3 2x4 2x4 2x4 1-10-7 1-10-7 0-11-3 0-11-3 1-10-7 0-11-3 0-0-41-1-10-0-414.00 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-P 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 1-10-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=57/1-10-7, 3=57/1-10-7 Max Horz 1=-16(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. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss V23 Truss Type Valley Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046971 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-yJJRRw4u4lGhJhhGJFZyQe8ZuKUXUY8Vgm61KMyPwX? Scale = 1:15.2 1 2 3 4 2x4 2x4 2x4 2x4 2-8-12 2-8-12 0-7-8 0-7-8 2-8-12 2-1-4 1-8-112-5-70-0-414.00 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-R 0.10 0.07 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 2-8-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=96/2-8-8, 3=96/2-8-8 Max Horz 4=-56(LC 7) Max Uplift 4=-5(LC 5) 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) 4. October 25,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 39_Heritage_at_Spring_Mills Truss V24 Truss Type GABLE Qty 1 Ply 1 39 Heritage at Spring Mills Job Reference (optional) I39046972 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 25 08:42:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9CAZ5MJ1BaSzHvfKHNbN?NyKDsN-QVtpeG5Wr3OYwrGSty4BzshlrkqCD?OeuQsbtoyPwX_ Scale = 1:8.4 2 3 1 2x4 2x4 3x4 1-7-0 1-7-0 0-7-8 0-7-8 1-7-0 0-11-8 0-4-111-1-70-0-414.00 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-P 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 WEDGE Left: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=54/1-7-0, 1=54/1-7-0 Max Horz 1=-17(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. October 25,2019 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths