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HomeMy WebLinkAboutStamped Truss Drawings-JG9316023 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 11,2019 Liu, Xuegang Pages or sheets covered by this seal: I38878549 thru I38878604 My license renewal date for the state of Indiana is July 31, 2020. J19903854 93 JACKSONS GRANT 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 J19903854 Truss CG01 Truss Type Diagonal Hip Girder Qty 2 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878549 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mC?hxK0VUR49rWXHgogScbzvq6P-oeImCJs42HMgxMySsIsj4bcUX8mBSq5IAYYloNyUVse Scale = 1:11.6 1 2 3 4 6 7 8 5 2x4 2x4 3x4 4-10-10 4-10-10 -1-2-14 1-2-14 4-10-10 4-10-10 0-4-01-5-132.83 12 Plate Offsets (X,Y)-- [2:0-4-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.27 0.28 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.00 (loc) 2-6 2-6 5 l/defl >999 >719 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 0% 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 4-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=284/0-4-9, 5=176/Mechanical Max Horz 2=42(LC 4) Max Uplift 2=-65(LC 3), 5=-11(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) at 2-1-0, and 38 lb down at 2-1-0 on top chord, and at 2-1-0, and at 2-1-0 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). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 October 11,2019 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 J19903854 Truss GE01 Truss Type GABLE Qty 1 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878550 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-Grs8QftipbUXZVXeQ0Nyco8geY8dB7mSPCHIKpyUVsd Scale = 1:50.1 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x4 4x6 3x4 10-10-0 10-10-0 -0-10-8 0-10-8 5-5-0 5-5-0 10-10-0 5-5-0 11-8-8 0-10-8 1-4-08-6-111-4-016.00 12 Plate Offsets (X,Y)-- [6:Edge,0-1-13] 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 0.25 0.14 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 72 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 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 6-0-0 oc bracing. REACTIONS.All bearings 10-10-0. (lb) - Max Horz 20=-223(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 15, 14 except 20=-195(LC 4), 12=-181(LC 5), 19=-197(LC 5), 13=-189(LC 4) Max Grav All reactions 250 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 except 16=336(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-34/304, 6-7=-34/304 WEBS 6-16=-420/0 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 18, 15, 14 except (jt=lb) 20=195, 12=181, 19=197, 13=189. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss GE02 Truss Type GABLE Qty 1 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878551 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-DDzurKuyLCkEoph1YRPQhDE1LLr_f6mktWmPPiyUVsb Scale = 1:51.2 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 3x8 4x6 3x8 14-5-0 14-5-0 -0-10-8 0-10-8 7-2-8 7-2-8 14-5-0 7-2-8 15-3-8 0-10-8 0-10-88-1-00-10-812.00 12 Plate Offsets (X,Y)-- [12:0-5-0,0-1-8], [24:0-5-0,0-1-8] 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-R 0.17 0.08 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 84 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 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. REACTIONS.All bearings 14-5-0. (lb) - Max Horz 24=-190(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 24, 14, 20, 21, 22, 18, 17, 16 except 23=-114(LC 6), 15=-109(LC 7) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 14, 20, 21, 22, 18, 17, 16 except (jt=lb) 23=114, 15=109. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss GE03 Truss Type GABLE Qty 1 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878552 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-hQXG2gva6Ws5QzGD58wfERmCJlB7OdQu5AWyx8yUVsa Scale = 1:68.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 2242414039383736353433323130292827262524 23 3x4 3x4 3x4 3x4 4x6 3x6 25-0-8 25-0-8 28-4-0 3-3-8 11-2-13 11-2-13 15-0-2 3-9-5 28-4-0 13-3-14 29-4-0 1-0-0 0-7-1112-0-02-0-00-10-122-0-010-0-010.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-0-6,0-3-4], [1:0-0-3,0-0-4], [9:0-2-0,0-1-13], [12:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.16 0.09 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.01 (loc) 22 22 23 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 188 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 12-32,11-33,10-34,8-35,7-36,13-31: 2x4 SPF No.2 WEDGE Left: 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.): 9-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 12-32, 11-33, 10-34, 8-35, 7-36, 13-31 REACTIONS.All bearings 28-4-0. (lb) - Max Horz 1=-282(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 23, 32, 33, 34, 35, 36, 38, 39, 40, 41, 42, 31, 30, 29, 28, 27 except 1=-155(LC 4), 25=-141(LC 7) Max Grav All reactions 250 lb or less at joint(s) 23, 24, 32, 33, 34, 35, 36, 38, 39, 40, 41, 42, 1, 31, 30, 29, 28, 27, 26, 25 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-269/288, 2-3=-191/255, 3-4=-168/256, 4-5=-138/262, 5-6=-108/293, 6-7=-79/325, 7-8=-68/358, 9-10=-31/286, 10-11=-31/286, 11-12=-32/286, 12-13=-68/346, 13-14=-66/312, 14-15=-67/264 NOTES-(14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 32, 33, 34, 35, 36, 38, 39, 40, 41, 42, 31, 30, 29, 28, 27 except (jt=lb) 1=155, 25=141. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 24, 32, 33, 34, 35, 36, 38, 39, 40, 41, 42, 1, 31, 30, 29, 28, 27, 26, 25. 13) 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 11,2019 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 J19903854 Truss GE03 Truss Type GABLE Qty 1 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878552 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:13 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-hQXG2gva6Ws5QzGD58wfERmCJlB7OdQu5AWyx8yUVsa 14) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 15) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J19903854 Truss GE04 Truss Type GABLE Qty 1 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878553 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-9c5fG0wDtp_y17rQfsRvneJNC9V371v1KqFWTayUVsZ Scale = 1:56.7 1 2 3 4 5 6 7 12 11 10 9 8 2x4 5x6 4x6 5x6 2x4 5x6 5x6 3x8 3x6 3x6 2x4 2x4 2x4 2x4 1-9-8 1-9-8 5-5-0 3-7-8 9-0-8 3-7-8 10-10-0 1-9-8 -0-10-8 0-10-8 1-9-8 1-9-8 5-5-0 3-7-8 9-0-8 3-7-8 10-10-0 1-9-8 11-10-0 1-0-0 1-4-08-6-111-4-02-0-016.00 12 16.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-2], [4:Edge,0-1-13], [6:0-3-0,0-2-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.15 0.17 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.04 0.08 (loc) 11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 69 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 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 6-0-0 oc bracing. REACTIONS.(lb/size)12=482/0-3-8, 8=491/0-3-8 Max Horz 12=-229(LC 4) Max Uplift 12=-34(LC 7), 8=-35(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-446/131, 2-3=-777/247, 3-4=-393/56, 4-5=-393/79, 5-6=-772/0, 6-8=-451/35 BOT CHORD 11-12=-329/360, 10-11=-282/555, 9-10=0/415 WEBS 4-10=-29/312, 5-9=0/280, 6-9=0/520, 3-10=-333/246, 3-11=-289/523, 2-11=-128/521 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Bearing at joint(s) 12, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss GE05 Truss Type GABLE Qty 1 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878554 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-dof1TMxre76pfHQcDZy8JssV9ZmwsNFBZU?300yUVsY Scale = 1:21.0 1 2 3 4 6 53x4 2x4 1.5x4 3x4 1.5x4 1.5x4 4x6 6-5-2 6-5-2 11-9-4 5-4-2 -0-10-8 0-10-8 6-5-2 6-5-2 11-9-4 5-4-2 0-3-143-3-32-11-110-3-83-3-33.00 12 Plate Offsets (X,Y)-- [2:0-3-4,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-SH 0.33 0.45 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.16 0.02 (loc) 2-6 2-6 5 l/defl >999 >869 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=523/0-3-8, 5=456/0-1-8 Max Horz 2=98(LC 5) Max Uplift 2=-67(LC 4), 5=-44(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1025/168 BOT CHORD 2-6=-151/951, 5-6=-151/951 WEBS 3-6=0/264, 3-5=-975/198 NOTES-(10-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 1-4-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) 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. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss GE06 Truss Type GABLE Qty 1 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878555 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-5_DPgiyTPREgHQ?onGUNs3OjzyDTb_?Kn8kcYTyUVsX Scale = 1:69.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x4 4x6 3x4 3x8 3x4 3x8 26-3-0 26-3-0 -0-10-8 0-10-8 13-1-8 13-1-8 26-3-0 13-1-8 27-1-8 0-10-8 0-6-1211-6-00-6-1210.00 12 Plate Offsets (X,Y)-- [2:0-0-10,0-0-13], [2:0-1-5,0-4-6], [2:0-3-8,Edge], [22:0-0-10,0-0-13], [22:0-1-5,0-4-6], [22:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.07 0.05 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.01 (loc) 22 23 22 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 184 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 12-32,11-34,10-35,13-31,14-30: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud, Right: 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. WEBS 1 Row at midpt 12-32, 11-34, 10-35, 13-31, 14-30 REACTIONS.All bearings 26-3-0. (lb) - Max Horz 2=-261(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 34, 35, 36, 37, 38, 39, 40, 41, 31, 22, 30, 29, 28, 27, 26, 25, 24 Max Grav All reactions 250 lb or less at joint(s) 2, 32, 34, 35, 36, 37, 38, 39, 40, 41, 31, 22, 30, 29, 28, 27, 26, 25, 24 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-260/161 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 34, 35, 36, 37, 38, 39, 40, 41, 31, 22, 30, 29, 28, 27, 26, 25, 24. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss GE07 Truss Type GABLE COMMON Qty 1 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878556 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-VZvYJk_LhMcF8ujNSP14Ti074A4ioJ6mU6zH9oyUVsU Scale = 1:72.6 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 14 13 60 61 62 63 15 4x8 4x8 4x6 3x6 4x8 3x4 3x4 3x6 3x4 3x8 3x6 4x10 5x6 5x6 5x6 3x6 6-10-14 6-10-14 13-6-5 6-7-6 17-3-10 3-9-5 23-9-13 6-6-3 26-3-0 2-5-3 30-7-8 4-4-8 -0-10-8 0-10-8 6-10-14 6-10-14 13-6-5 6-7-6 17-3-10 3-9-5 23-9-13 6-6-3 30-7-8 6-9-11 31-6-0 0-10-8 0-8-1212-0-00-10-1212-0-010.00 12 Plate Offsets (X,Y)-- [2:0-4-3,Edge], [5:0-4-0,0-2-4], [5:0-0-0,0-1-12], [6:0-6-4,0-2-0], [7:0-4-4,0-2-0], [11:0-6-3,Edge], [18:0-3-0,0-3-0], [34:0-2-4,0-0-0] 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-SH 0.52 0.72 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.24 0.07 (loc) 16-17 16-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 294 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-20,9-16: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 18-24,26-27,28-29,45-46: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 4-5-4, Right 2x8 SP 2400F 2.0E 4-5-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins, except 2-0-0 oc purlins (5-10-6 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-19, 6-17, 9-17 REACTIONS.All bearings 4-8-0 except (jt=length) 2=0-3-8, 15=0-3-8. (lb) - Max Horz 2=275(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 13, 15 except 14=-407(LC 1) Max Grav All reactions 250 lb or less at joint(s) 14, 13 except 2=1503(LC 1), 11=1358(LC 1), 15=560(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1895/149, 4-6=-1357/227, 6-7=-929/227, 7-9=-1335/228, 9-11=-1718/150 BOT CHORD 2-20=-78/1350, 19-20=-78/1350, 17-19=-18/942, 16-17=0/1195, 15-16=0/1195, 14-15=0/1195, 13-14=0/1195, 11-13=0/1195 WEBS 4-20=0/338, 4-19=-568/181, 6-19=-60/535, 7-17=-52/471, 9-17=-394/183 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11, 13, 15 except (jt=lb) 14=407. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).October 11,2019 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 J19903854 Truss GE08 Truss Type GABLE Qty 1 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878557 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-Sy0IkP?cDztzNCtmZq3YZ76TDzsRGBH3xQSNDgyUVsS Scale = 1:71.9 1 2 3 4 5 6 7 8 9 10 13 12 11 15 17 16 14 18 6x8 8x16 5x6 5x6 3x12 3x12 3x4 6x8 3x6 3x6 3x6 3x6 3x6 12-0-0 9-1-145-2-104-10-4 4-10-4 17-1-12 12-3-8 22-0-0 4-10-4 -0-10-8 0-10-8 4-10-4 4-10-4 8-1-2 3-2-14 13-10-14 5-9-12 17-1-12 3-2-14 22-0-0 4-10-4 22-10-8 0-10-8 1-2-812-0-01-2-812-0-016.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-1-13], [5:0-2-13,Edge], [6:0-2-13,Edge], [9:0-2-9,0-1-13] 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-SH 0.55 0.31 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.19 -0.37 0.01 -0.09 (loc) 11-13 11-13 9 11-13 l/defl >999 >710 n/a 1704 L/d 240 180 n/a 360 PLATES MT20 Weight: 232 lb FT = 0% GRIP 137/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 5-6: 2x4 SPF No.2 BOT CHORD onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF-S Stud *Except* 3-13,8-11,4-7: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 9-9-10 oc bracing. JOINTS 1 Brace at Jt(s): 14 REACTIONS.(lb/size)2=1674/0-3-8, 9=1674/0-3-8 Max Horz 2=288(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1889/0, 3-4=-995/73, 7-8=-995/73, 8-9=-1889/0, 5-6=0/426 BOT CHORD 2-13=0/878, 11-13=0/872, 9-11=0/878 WEBS 13-15=0/1061, 3-15=0/983, 11-17=0/1061, 8-17=0/983, 4-16=-1423/34, 14-16=-1347/38, 14-18=-1347/38, 7-18=-1423/34 NOTES-(14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 7-8, 4-16, 14-16, 14-18, 7-18; Wall dead load (5.0psf) on member(s).13-15, 3-15, 11-17, 8-17 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 11-13 11) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Attic room checked for L/360 deflection. 14) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 15) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss J01 Truss Type Jack-Open Qty 4 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878558 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mC?hxK0VUR49rWXHgogScbzvq6P-w8agxl0E_H?q?MSy7Xan5Kek8NFk?iJDA4Bxl6yUVsR Scale = 1:10.3 1 2 3 42x4 3-6-0 3-6-0 -0-10-8 0-10-8 3-6-0 3-6-0 0-4-01-6-04.00 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 0.15 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=89/Mechanical, 2=202/0-3-8, 4=33/Mechanical Max Horz 2=48(LC 4) Max Uplift 3=-32(LC 4), 2=-42(LC 4) Max Grav 3=89(LC 1), 2=202(LC 1), 4=66(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss J02 Truss Type Jack-Open Qty 2 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878559 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mC?hxK0VUR49rWXHgogScbzvq6P-w8agxl0E_H?q?MSy7Xan5KelINGB?iJDA4Bxl6yUVsR Scale = 1:7.0 1 2 3 4 2x4 1-6-7 1-6-7 -1-0-0 1-0-0 1-6-7 1-6-7 0-4-00-10-20-5-150-10-24.00 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 0.08 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 2 2 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=24/Mechanical, 2=143/0-3-8, 4=15/Mechanical Max Horz 2=30(LC 4) Max Uplift 3=-7(LC 7), 2=-47(LC 4) Max Grav 3=24(LC 1), 2=143(LC 1), 4=30(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss J03 Truss Type Jack-Open Qty 2 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878560 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mC?hxK0VUR49rWXHgogScbzvq6P-sXiRMR2UWuFYEfcLFydFAlk63ByfTcpVdOg1q?yUVsP Scale = 1:7.0 1 2 3 4 2x4 1-6-7 1-6-7 -0-10-8 0-10-8 1-6-7 1-6-7 0-4-00-10-20-5-150-10-24.00 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 0.06 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 2 2 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=28/Mechanical, 2=130/0-3-8, 4=15/Mechanical Max Horz 2=28(LC 4) Max Uplift 3=-8(LC 4), 2=-40(LC 4) Max Grav 3=28(LC 1), 2=130(LC 1), 4=30(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss M01 Truss Type MONO TRUSS Qty 10 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878561 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-sXiRMR2UWuFYEfcLFydFAlk1uBr0TRTVdOg1q?yUVsP Scale = 1:21.0 1 2 3 4 6 53x4 2x4 1.5x4 3x4 4x6 6-5-2 6-5-2 11-9-4 5-4-2 -0-10-8 0-10-8 6-5-2 6-5-2 11-9-4 5-4-2 0-3-143-3-32-11-110-3-83-3-33.00 12 Plate Offsets (X,Y)-- [2:0-3-4,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-SH 0.33 0.45 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.16 0.02 (loc) 2-6 2-6 5 l/defl >999 >869 n/a L/d 240 180 n/a PLATES MT20 Weight: 37 lb FT = 0% 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 5-3-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=523/0-3-8, 5=456/0-1-8 Max Horz 2=98(LC 5) Max Uplift 2=-67(LC 4), 5=-44(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1025/168 BOT CHORD 2-6=-151/951, 5-6=-151/951 WEBS 3-6=0/264, 3-5=-975/198 NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss M02 Truss Type MONO TRUSS Qty 4 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878562 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mC?hxK0VUR49rWXHgogScbzvq6P-KjGpZn36HCNOspBXof8UjzG4hbAZC33fs2QbMRyUVsO Scale = 1:17.8 1 2 3 4 2x4 1.5x4 1.5x4 -0-10-8 0-10-8 7-5-8 7-5-8 0-4-02-9-132-6-50-3-82-9-134.00 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 0.83 0.56 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.40 0.00 (loc) 2-4 2-4 4 l/defl >544 >217 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 0% 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 4-10-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=352/0-3-8, 4=282/0-1-8 Max Horz 2=87(LC 5) Max Uplift 2=-53(LC 4), 4=-29(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 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) 2, 4. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss M03 Truss Type MONO TRUSS Qty 4 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878563 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mC?hxK0VUR49rWXHgogScbzvq6P-owqBn73k2VVFTzljMNfjGApOm_Z0xOlo5i98vuyUVsN Scale = 1:23.8 1 2 3 4 6 5 3x4 2x4 1.5x4 3x4 3x4 6-0-1 6-0-1 11-2-8 5-2-7 -0-10-8 0-10-8 6-0-1 6-0-1 11-2-8 5-2-7 0-4-04-0-133-9-50-3-84-0-134.00 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-SH 0.30 0.35 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.10 0.02 (loc) 2-6 2-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 37 lb FT = 0% 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=501/0-3-8, 5=434/0-1-8 Max Horz 2=130(LC 5) Max Uplift 2=-62(LC 4), 5=-46(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-790/130 BOT CHORD 2-6=-110/698, 5-6=-110/698 WEBS 3-6=0/254, 3-5=-738/173 NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss PB01 Truss Type Piggyback Qty 2 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878564 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-owqBn73k2VVFTzljMNfjGApSI_esxWJo5i98vuyUVsN Scale = 1:8.7 1 2 3 4 5 3x4 2x4 2x4 3-2-2 3-2-2 1-7-1 1-7-1 3-2-2 1-7-1 0-4-131-2-60-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [3:0-2-0,Edge], [4:0-2-1,0-1-0] 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 0.01 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 7 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=98/1-10-15, 4=98/1-10-15 Max Horz 2=-21(LC 4) Max Uplift 2=-15(LC 6), 4=-15(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss PB02 Truss Type Piggyback Qty 18 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878565 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-G6NZ_T4Mppd657Kvw4AyoOMd2Oz5gzZyJMviRKyUVsM Scale = 1:8.7 1 2 3 4 5 3x4 2x4 2x4 3-2-2 3-2-2 1-7-1 1-7-1 3-2-2 1-7-1 0-4-131-2-60-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [3:0-2-0,Edge], [4:0-2-1,0-1-0] 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 0.01 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 7 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=98/1-10-15, 4=98/1-10-15 Max Horz 2=-21(LC 4) Max Uplift 2=-15(LC 6), 4=-15(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss PB04 Truss Type Piggyback Qty 1 Ply 3 93 JACKSONS GRANT Job Reference (optional) I38878566 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-DVVJP86dLQtqLQUI1VDQtpRz2Cfs8tzEngOoVDyUVsK Scale = 1:26.6 1 2 3 4 5 6 4x6 2x4 2x4 1.5x4 5-9-12 5-9-12 2-10-14 2-10-14 5-9-12 2-10-14 0-6-13-9-00-1-80-6-10-1-816.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-0], [3:Edge,0-1-13], [4:0-2-12,0-1-0] 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 0.04 0.02 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 4 5 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 58 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=137/4-10-6, 4=137/4-10-6, 6=126/4-10-6 Max Horz 2=-91(LC 4) Max Uplift 2=-29(LC 7), 4=-26(LC 6) Max Grav 2=137(LC 1), 4=137(LC 1), 6=143(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) 3-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: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone 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 5) Gable requires continuous bottom chord bearing. 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss PBE01 Truss Type Piggyback Qty 1 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878567 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-hh3idU6F6k?hya3UbDkfQ0z7Tc_PtKyO?K7M2fyUVsJ Scale = 1:26.6 1 2 3 4 5 6 4x6 2x4 2x4 1.5x4 5-9-12 5-9-12 2-10-14 2-10-14 5-9-12 2-10-14 0-6-13-9-00-1-80-6-10-1-816.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-0], [3:Edge,0-1-13], [4:0-2-12,0-1-0] 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 0.13 0.07 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 19 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=137/4-10-6, 4=137/4-10-6, 6=126/4-10-6 Max Horz 2=-91(LC 4) Max Uplift 2=-29(LC 7), 4=-26(LC 6) Max Grav 2=137(LC 1), 4=137(LC 1), 6=143(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss T01 Truss Type Common Qty 1 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878568 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-hh3idU6F6k?hya3UbDkfQ0z0zcyQtJbO?K7M2fyUVsJ Scale = 1:52.6 1 2 3 4 5 8 7 6 4x6 2x4 2x4 4x8 6x10 6x10 5-5-0 5-5-0 10-10-0 5-5-0 -0-10-8 0-10-8 5-5-0 5-5-0 10-10-0 5-5-0 11-8-8 0-10-8 1-4-08-6-111-4-016.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-3], [3:Edge,0-1-13], [4:Edge,0-1-3] 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-SH 0.54 0.19 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 -0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 56 lb FT = 0% 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=483/0-3-8, 6=483/0-3-8 Max Horz 8=-223(LC 4) Max Uplift 8=-34(LC 7), 6=-34(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-383/113, 3-4=-383/113, 2-8=-436/113, 4-6=-436/113 BOT CHORD 7-8=-287/290 WEBS 2-7=-109/269, 4-7=-113/271 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss T02 Truss Type Common Qty 5 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878569 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-9td4qq7ts27Yakeh9wFuzEWH0?GWckVXEztva5yUVsI Scale = 1:50.1 1 2 3 4 5 6 7 8 9 10 4x6 4x8 4x6 4x8 4x6 3x8 2x4 2x4 7-2-8 7-2-8 14-5-0 7-2-8 -0-10-8 0-10-8 3-9-0 3-9-0 7-2-8 3-5-8 10-8-0 3-5-8 14-5-0 3-9-0 15-3-8 0-10-8 0-10-88-1-00-10-812.00 12 Plate Offsets (X,Y)-- [2:0-5-9,Edge], [8:0-5-9,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-SH 0.14 0.33 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.01 (loc) 8-10 8-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 70 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-8-6, Right 2x6 SPF No.2 2-8-6 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=629/0-3-8, 8=629/0-3-8 Max Horz 2=-181(LC 4) Max Uplift 2=-41(LC 6), 8=-41(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-612/89, 4-5=-477/129, 5-6=-477/129, 6-8=-612/89 BOT CHORD 2-10=-53/372, 8-10=0/372 WEBS 5-10=-105/386 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss T03 Truss Type Piggyback Base Qty 1 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878570 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-d3BS1A8VdLFPCuDtjdm7VR3FqPXWL02hTdcT6XyUVsH Scale = 1:68.0 1 2 3 4 5 6 7 8 9 15 14 13 12 11 101617 2x4 3x12 5x6 4x6 4x8 3x12 3x6 6x16 8x10 4x10 4x8 3x8 3x4 8x8 2x4 4-9-14 4-9-14 13-6-5 8-8-6 17-3-10 3-9-5 27-4-0 10-0-6 30-7-8 3-3-8 4-9-14 4-9-14 13-6-5 8-8-6 17-3-10 3-9-5 22-3-13 5-0-3 27-4-0 5-0-3 30-7-8 3-3-8 2-9-010-0-012-0-00-10-122-0-010-0-010.00 12 8.00 12 Plate Offsets (X,Y)-- [4:0-6-4,0-2-0], [5:0-3-8,Edge], [9:0-1-5,0-6-6], [14:0-3-8,0-2-0] 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-SH 0.90 0.67 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.41 -1.03 0.37 (loc) 10-11 10-11 9 l/defl >891 >352 n/a L/d 240 180 n/a PLATES MT20 Weight: 151 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-2,3-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 13-15: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-14,2-12,3-12,4-12,4-11: 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 2-8-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-14 max.): 1-2, 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-12, 4-12 REACTIONS.(lb/size)15=1242/0-3-8, 9=1292/0-3-8 Max Horz 15=-298(LC 4) Max Uplift 15=-2(LC 7), 9=-46(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-1211/103, 1-2=-2072/183, 2-3=-1469/172, 3-4=-1008/211, 4-5=-1448/204, 5-7=-3380/293, 7-9=-3969/147 BOT CHORD 14-15=-201/267, 12-14=-63/2129, 11-12=0/1021, 10-11=0/1431, 9-10=-51/3169 WEBS 1-14=-172/2332, 2-14=-965/181, 2-12=-1169/200, 3-12=0/457, 4-11=-38/713, 5-11=-602/187, 5-10=-115/1729, 7-10=0/591 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 9. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss T04 Truss Type Roof Special Qty 1 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878571 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-ZSJCSsAl9zV7RCNGq2obas8n9DKkp4s_wx5ZBQyUVsF Scale = 1:56.0 1 2 3 4 5 6 7 12 11 10 9 8 2x4 5x6 4x6 5x6 2x4 5x6 5x6 3x8 3x6 3x6 1-9-8 1-9-8 5-5-0 3-7-8 9-0-8 3-7-8 10-10-0 1-9-8 -0-10-8 0-10-8 1-9-8 1-9-8 5-5-0 3-7-8 9-0-8 3-7-8 10-10-0 1-9-8 11-10-0 1-0-0 1-4-08-6-111-4-02-0-016.00 12 16.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-2], [4:Edge,0-1-13], [6:0-3-0,0-2-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.15 0.17 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.04 0.08 (loc) 11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 62 lb FT = 0% 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)12=482/0-3-8, 8=491/0-3-8 Max Horz 12=-229(LC 4) Max Uplift 12=-34(LC 7), 8=-35(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-446/131, 2-3=-777/247, 3-4=-393/56, 4-5=-393/79, 5-6=-772/0, 6-8=-451/35 BOT CHORD 11-12=-329/360, 10-11=-282/555, 9-10=0/415 WEBS 4-10=-29/312, 5-9=0/280, 6-9=0/520, 3-10=-333/246, 3-11=-289/523, 2-11=-128/521 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Bearing at joint(s) 12, 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) 12, 8. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss T05 Truss Type Common Qty 6 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878572 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-ZSJCSsAl9zV7RCNGq2obas8h4DAvp3z_wx5ZBQyUVsF Scale = 1:68.0 1 2 3 4 5 6 7 8 9 10 11 14 13 12151617 18 19 4x6 5x8 2x4 2x4 5x8 8-10-3 8-10-3 17-4-13 8-6-11 26-3-0 8-10-3 -0-10-8 0-10-8 6-8-8 6-8-8 13-1-8 6-5-0 19-6-8 6-5-0 26-3-0 6-8-8 27-1-8 0-10-8 0-8-1211-8-00-8-1210.00 12 Plate Offsets (X,Y)-- [2:0-4-3,Edge], [10:0-4-3,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-SH 0.54 0.80 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.32 0.05 (loc) 12-14 12-14 10 l/defl >999 >970 n/a L/d 240 180 n/a PLATES MT20 Weight: 119 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-12,4-14: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 4-3-15, Right 2x4 SPF-S Stud 4-3-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1345/0-3-8, 10=1344/0-3-8 Max Horz 2=265(LC 5) Max Uplift 2=-64(LC 6), 10=-64(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1621/135, 4-6=-1491/256, 6-8=-1489/256, 8-10=-1619/135 BOT CHORD 2-14=-52/1153, 12-14=0/783, 10-12=0/1152 WEBS 6-12=-131/752, 8-12=-334/237, 6-14=-131/755, 4-14=-334/237 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 3x4 MT20 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss T05A Truss Type Common Qty 4 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878573 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-1esbgCAOwGd_3LxSOmJq74hsidW7YW679br7jsyUVsE Scale = 1:68.0 1 2 3 4 5 6 7 8 9 10 13 12 11141516 17 18 4x6 5x8 2x4 2x4 5x8 8-10-3 8-10-3 17-4-13 8-6-11 26-3-0 8-10-3 -0-10-8 0-10-8 6-8-8 6-8-8 13-1-8 6-5-0 19-6-8 6-5-0 26-3-0 6-8-8 0-8-1211-8-00-8-1210.00 12 Plate Offsets (X,Y)-- [2:0-4-3,Edge], [10:0-4-3,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-SH 0.54 0.80 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.32 0.05 (loc) 11-13 11-13 10 l/defl >999 >975 n/a L/d 240 180 n/a PLATES MT20 Weight: 118 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-11,4-13: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 4-3-15, Right 2x4 SPF-S Stud 4-3-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1346/0-3-8, 10=1291/0-3-8 Max Horz 2=269(LC 5) Max Uplift 2=-64(LC 6), 10=-36(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1622/135, 4-6=-1492/257, 6-8=-1493/258, 8-10=-1621/136 BOT CHORD 2-13=-58/1154, 11-13=0/784, 10-11=0/1155 WEBS 6-11=-134/756, 8-11=-337/239, 6-13=-131/755, 4-13=-334/237 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 3x4 MT20 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss T06 Truss Type Piggyback Base Qty 2 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878574 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-WrQztYB0hamrgVWeyTr3gHD1j0vhH?JGOFagFJyUVsD Scale = 1:72.0 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 1217181920 21 3x6 4x8 4x6 3x6 4x8 3x4 3x4 3x4 3x6 2x4 3x4 3x8 3x6 2x4 5x12 4x6 4x6 6-10-14 6-10-14 13-6-5 6-7-6 17-3-10 3-9-5 23-9-13 6-6-3 30-7-8 6-9-11 6-10-14 6-10-14 13-6-5 6-7-6 17-3-10 3-9-5 23-9-13 6-6-3 30-7-8 6-9-11 31-6-0 0-10-8 0-8-1212-0-00-10-1212-0-010.00 12 Plate Offsets (X,Y)-- [1:0-4-3,Edge], [5:0-6-4,0-2-0], [6:0-4-4,0-2-0], [10:0-6-3,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-SH 0.53 0.59 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.20 0.08 (loc) 15-16 15-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 165 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-16,8-12: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 4-5-4, Right 2x6 SPF No.2 4-5-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-5 oc purlins, except 2-0-0 oc purlins (5-8-9 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 5-13, 8-13 REACTIONS.(lb/size)1=1484/Mechanical, 10=1540/0-3-8 Max Horz 1=-274(LC 4) Max Uplift 1=-39(LC 6), 10=-66(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1950/150, 3-5=-1413/227, 5-6=-979/227, 6-8=-1399/228, 8-10=-1912/148 BOT CHORD 1-16=-72/1393, 15-16=-72/1393, 13-15=-12/984, 12-13=0/1348, 10-12=0/1348 WEBS 3-16=0/338, 3-15=-569/183, 5-15=-60/546, 6-13=-51/513, 8-13=-526/179, 8-12=0/323 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss T07 Truss Type Piggyback Base Qty 1 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878575 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-SDYjIDDGDB0Ywpg13utXliJMxqc0loXZrZ3nKByUVsB Scale = 1:70.6 1 2 3 4 5 6 7 8 9 10 11 25 24 23 22 21 20 19 18 17 16 15 14 13 12 26 27 28 29 3x4 4x6 12x12 12x12 5x8 6x8 6x16 2x4 2x4 6x6 6x8 2x4 3x6 3x6 2x4 10x10 2x4 2x4 3x6 8x10 5x6 8x8 3x12 4x6 5x12 3x4 2-3-8 2-3-8 3-7-8 1-4-0 7-2-11 3-7-3 12-11-8 5-8-13 14-3-8 1-4-0 17-3-10 3-0-2 26-10-13 9-7-3 30-7-8 3-8-11 2-3-8 2-3-8 3-7-8 1-4-0 7-2-11 3-7-3 12-11-8 5-8-13 13-6-5 0-6-13 14-3-8 0-9-3 17-3-10 3-0-2 22-1-3 4-9-10 26-10-13 4-9-10 30-7-8 3-8-11 4-9-02-0-010-0-02-0-00-5-51-0-01-0-01-0-01-0-010-0-010.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-3-4], [6:0-8-12,0-2-12], [8:0-2-12,0-2-12], [17:0-4-8,0-3-0], [19:0-2-12,0-3-8], [21:0-6-0,0-6-0], [23:0-2-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.61 0.53 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.33 -0.78 0.23 (loc) 13-15 13-15 27 l/defl >999 >465 n/a L/d 240 180 n/a PLATES MT20 Weight: 248 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E, 4-6: 2x10 SP 2400F 2.0E 6-8: 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 2-24,3-22: 2x4 SPF No.2, 19-21: 2x10 SP No.1 WEBS 2x4 SPF No.2 *Except* 1-25,11-12,23-25,1-23,3-20,4-19,6-19,15-17,10-13: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-11 max.): 1-4, 6-8, 10-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19,16-17,15-16. 1 Row at midpt 7-17 10-0-0 oc bracing: 21-22 WEBS 1 Row at midpt 4-19, 6-17 REACTIONS.(lb/size)25=1245/0-3-8, 27=1274/Mechanical Max Horz 25=-245(LC 4) Max Uplift 25=-15(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-1191/104, 1-2=-638/96, 2-3=-2215/183, 3-4=-2937/223, 4-5=-1816/183, 5-6=-1071/220, 6-7=-1132/221, 7-8=-1145/208, 8-9=-1438/210, 9-10=-3454/262, 10-11=-2420/119 BOT CHORD 2-23=-1920/106, 3-21=-459/111, 20-21=-245/2384, 19-20=-147/2998, 5-19=0/833, 13-15=-77/1409, 12-13=-22/264 WEBS 1-23=-79/1260, 21-23=-246/974, 2-21=-138/2460, 3-20=-36/719, 4-20=-940/140, 4-19=-1780/177, 17-19=0/1452, 6-19=-46/890, 6-17=-916/72, 15-17=0/1166, 8-17=-128/417, 8-15=-34/396, 9-15=-576/172, 9-13=-83/1854, 10-13=-2374/224, 11-13=-103/2454, 11-27=-1306/93 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).October 11,2019 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 J19903854 Truss T08 Truss Type Piggyback Base Qty 1 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878576 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-OcgUjvEWlpGG97qPBJv?q7OdoeI3DevsJtYuO4yUVs9 Scale = 1:69.3 1 2 3 4 5 6 7 8 9 10 24 23 22 21 20 19 18 17 16 15 14 13 12 11 3x6 5x6 12x12 12x12 5x8 4x6 2x4 2x4 10x10 6x8 2x4 3x6 3x6 2x4 10x10 2x4 2x4 3x4 12x12 4x6 6x16 3x12 4x8 4x8 2-3-8 2-3-8 3-7-8 1-4-0 9-7-8 6-0-0 12-11-8 3-4-0 14-3-8 1-4-0 17-3-10 3-0-2 23-8-6 6-4-13 30-7-8 6-11-2 2-3-8 2-3-8 3-7-8 1-4-0 9-7-8 6-0-0 12-11-8 3-4-0 13-6-5 0-6-13 14-3-8 0-9-3 17-3-10 3-0-2 23-8-6 6-4-13 30-7-8 6-11-2 6-9-04-8-010-0-04-8-02-0-01-0-01-0-01-0-01-0-010-0-010.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-3-0], [6:0-8-12,0-2-12], [8:0-2-0,0-3-0], [12:0-3-8,0-2-0], [16:0-4-8,Edge], [22:0-2-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.91 0.49 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.31 0.20 (loc) 18-19 18-19 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 241 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x10 SP 2400F 2.0E, 6-8: 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 2-23,3-21: 2x4 SPF-S Stud, 18-20: 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 20-22,4-19,16-18,6-16,8-16,8-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-7 max.): 1-4, 6-8, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. 1 Row at midpt 2-22, 7-16 WEBS 1 Row at midpt 1-24, 6-16, 9-14 REACTIONS.(lb/size)24=1213/0-3-8, 11=1213/Mechanical Max Horz 24=-292(LC 4) Max Uplift 24=-89(LC 4), 11=-13(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-1178/96, 1-2=-403/97, 2-3=-954/125, 3-4=-1881/184, 4-5=-1714/209, 5-6=-1043/212, 6-7=-1055/212, 7-8=-1081/206, 8-9=-1357/201, 9-10=-1486/170, 10-11=-1151/135 BOT CHORD 2-22=-1498/137, 3-20=-944/174, 19-20=-279/996, 18-19=-135/1898, 5-18=-37/840, 12-14=-66/1513 WEBS 22-24=-222/255, 1-22=-47/1156, 20-22=-301/550, 2-20=-189/1643, 3-19=-83/1093, 4-19=-641/133, 4-18=-1045/117, 16-18=-95/1277, 6-18=-47/846, 6-16=-761/109, 14-16=-32/1015, 8-16=-136/472, 9-14=-676/137, 9-12=-821/162, 10-12=-134/1742 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 11. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss T09 Truss Type Piggyback Base Qty 1 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878577 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-K?nE8bGnHQW_OQ_oIkxTvYTz8RxfhXv9mB1_TyyUVs7 Scale = 1:66.2 1 2 3 4 5 6 7 8 9 10 24 23 22 21 20 19 18 17 16 15 14 13 12 11 25 26 3x6 5x6 12x12 6x8 4x8 5x6 3x4 2x4 4x8 8x8 2x4 3x6 5x12 3x8 2x4 8x8 2x4 2x4 3x4 5x12 3x6 3x12 3x8 4x6 2-3-8 2-3-8 3-7-8 1-4-0 11-4-8 7-9-0 12-11-8 1-7-0 14-3-8 1-4-0 17-3-10 3-0-2 22-6-13 5-3-3 30-7-8 8-0-11 2-3-8 2-3-8 3-7-8 1-4-0 11-4-8 7-9-0 12-11-8 1-7-0 13-6-5 0-6-13 14-3-8 0-9-3 17-3-10 3-0-2 22-6-13 5-3-3 30-7-8 8-0-11 8-2-85-7-510-0-05-7-52-0-01-0-01-0-01-0-01-0-010-0-010.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-1-4], [8:0-6-4,0-2-0], [12:0-3-8,0-1-8], [16:0-2-8,0-2-8], [20:0-6-12,0-4-8], [22:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.91 0.68 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.46 0.21 (loc) 19-20 19-20 11 l/defl >999 >788 n/a L/d 240 180 n/a PLATES MT20 Weight: 219 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x8 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 2-23,3-21: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 3-19,6-16,8-16,8-14,10-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-14 oc purlins, except end verticals, and 2-0-0 oc purlins (2-8-10 max.): 1-4, 6-8, 9-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 2-22, 3-20 WEBS 1 Row at midpt 1-24, 10-11, 4-18, 6-16 REACTIONS.(lb/size)24=1308/0-3-8, 11=1313/Mechanical Max Horz 24=-315(LC 4) Max Uplift 24=-140(LC 4), 11=-48(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-1280/104, 1-2=-349/109, 2-3=-701/129, 3-4=-1582/188, 4-5=-1824/255, 5-6=-402/180, 6-7=-1122/209, 7-8=-1102/206, 8-9=-1366/216, 9-10=-1406/173, 10-11=-1166/146 BOT CHORD 2-22=-1399/27, 3-20=-1115/242, 19-20=-230/728, 18-19=-137/1588, 5-18=-151/1846, 12-14=-44/1427 WEBS 22-24=-208/263, 1-22=-34/1242, 20-22=-205/425, 2-20=-102/1557, 3-19=-75/1070, 4-19=-381/146, 4-18=-1348/136, 16-18=-134/1179, 6-16=-744/108, 14-16=-73/1070, 8-16=-127/491, 9-14=-650/130, 9-12=-771/161, 10-12=-124/1659 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 24=140. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss T10 Truss Type Piggyback Base Qty 1 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878578 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-HNv_ZHH1p1miek7BQ9_x_zZOMFdU9RASDVW5XryUVs5 Scale = 1:69.3 1 2 3 4 5 6 7 8 9 10 24 23 22 21 20 19 18 17 16 15 14 13 12 11 3x6 4x6 12x12 12x12 8x8 5x6 2x4 2x4 10x10 6x8 2x4 3x6 3x6 2x4 10x10 2x4 2x4 3x6 8x10 4x6 6x16 3x12 3x12 3x8 2-3-8 2-3-8 3-7-8 1-4-0 8-11-11 5-4-3 12-11-8 3-11-13 14-3-8 1-4-0 17-3-10 3-0-2 25-9-3 8-5-10 30-7-8 4-10-5 2-3-8 2-3-8 3-7-8 1-4-0 8-11-11 5-4-3 12-11-8 3-11-13 13-6-5 0-6-13 14-3-8 0-9-3 17-3-10 3-0-2 25-9-3 8-5-10 30-7-8 4-10-5 6-2-82-11-510-0-02-11-52-0-01-0-01-0-01-0-01-0-010-0-010.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-3-0], [6:0-8-12,0-2-12], [8:0-6-4,0-5-0], [12:0-3-8,0-1-8], [16:0-4-8,Edge], [20:0-5-0,0-5-8], [22:0-2-8,0-2-0] 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-SH 0.61 0.66 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.50 0.21 (loc) 12-14 12-14 11 l/defl >999 >732 n/a L/d 240 180 n/a PLATES MT20 Weight: 237 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x10 SP 2400F 2.0E, 6-8: 2x6 SP 2400F 2.0E 8-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 2-23,3-21: 2x4 SPF-S Stud, 18-20: 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 20-22,16-18,6-16,8-16,8-14,9-14,10-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-7 max.): 1-4, 6-8, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16,14-15. 1 Row at midpt 2-22, 7-16 WEBS 1 Row at midpt 1-24, 6-16, 9-14 REACTIONS.(lb/size)24=1213/0-3-8, 11=1213/Mechanical Max Horz 24=-288(LC 4) Max Uplift 24=-70(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-1177/92, 1-2=-447/93, 2-3=-1102/110, 3-4=-2060/183, 4-5=-1717/196, 5-6=-1042/213, 6-7=-1058/212, 7-8=-1080/203, 8-9=-1416/179, 9-10=-1870/178, 10-11=-1179/108 BOT CHORD 2-22=-1558/106, 3-20=-890/155, 19-20=-248/1151, 18-19=-82/2082, 5-18=-4/804, 12-14=-121/1921 WEBS 22-24=-207/255, 1-22=-49/1171, 20-22=-270/621, 2-20=-146/1709, 3-19=-86/1118, 4-19=-691/131, 4-18=-1134/123, 16-18=-40/1293, 6-18=-22/851, 6-16=-780/92, 14-16=0/1051, 8-16=-153/439, 8-14=0/264, 9-14=-994/181, 9-12=-936/178, 10-12=-166/2137 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss T11 Truss Type Piggyback Base Qty 1 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878579 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-Dm1lzyJHKf0Qt2HZXa0P4Oekj2GndKtlhp?CcjyUVs3 Scale = 1:70.4 1 2 3 4 5 6 7 8 9 10 11 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 27 3x4 4x6 10x10 6x8 4x8 4x6 2x4 8x8 6x8 2x4 3x8 5x12 3x8 2x4 8x8 2x4 2x4 3x4 8x10 3x8 3x12 3x6 3x12 3x12 4x6 3x4 2-3-8 2-3-8 3-7-8 1-4-0 7-4-8 3-9-0 12-11-8 5-7-0 14-3-8 1-4-0 17-3-10 3-0-2 22-7-3 5-3-10 27-10-13 5-3-10 30-7-8 2-8-11 2-3-8 2-3-8 3-7-8 1-4-0 7-4-8 3-9-0 12-11-8 5-7-0 13-6-5 0-6-13 14-3-8 0-9-3 17-3-10 3-0-2 22-7-3 5-3-10 27-10-13 5-3-10 30-7-8 2-8-11 4-10-81-2-010-0-01-6-110-4-111-2-02-0-01-0-01-0-01-0-01-0-010-0-010.00 12 Plate Offsets (X,Y)-- [6:0-5-4,0-2-4], [8:0-6-4,0-2-0], [13:0-3-8,0-1-8], [18:0-2-8,0-2-8], [21:0-3-8,0-1-8], [22:0-5-0,0-6-0], [24:0-2-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.62 0.79 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.54 0.37 (loc) 20-21 20-21 27 l/defl >999 >669 n/a L/d 240 180 n/a PLATES MT20 Weight: 201 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x8 SP 2400F 2.0E, 6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 2-25,3-23: 2x4 SPF-S Stud, 12-15: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 6-18,8-18,8-16,11-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-8 max.): 1-4, 6-8, 10-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20,16-17. WEBS 1 Row at midpt 4-20, 6-18, 10-14 REACTIONS.(lb/size)26=1213/0-3-8, 27=1213/Mechanical Max Horz 26=-291(LC 4) Max Uplift 26=-23(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-1174/80, 1-2=-615/84, 2-3=-1536/106, 3-4=-2685/189, 4-5=-1679/167, 5-6=-363/209, 6-7=-1100/209, 7-8=-1068/202, 8-9=-1338/218, 9-10=-1879/171, 10-11=-2963/218, 12-27=-1213/90, 11-12=-1084/85 BOT CHORD 2-24=-1615/62, 3-22=-855/118, 21-22=-224/1603, 20-21=-54/2726, 5-20=0/1447, 14-16=-25/1404, 13-14=-207/3147 WEBS 24-26=-206/266, 1-24=-53/1248, 22-24=-236/756, 2-22=-76/1803, 3-21=-99/1317, 4-21=-762/125, 4-20=-1674/159, 18-20=0/1291, 6-18=-862/74, 16-18=0/1051, 8-18=-115/470, 9-16=-652/150, 10-13=-1092/141, 11-13=-209/2966, 9-14=0/486, 10-14=-1765/184 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss T12 Truss Type Piggyback Base Qty 1 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878580 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-989VOeKXsGG86LRyf?2t9pj0yswy5EL187UJgcyUVs1 Scale = 1:70.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 15 3x4 4x6 6x10 5x6 4x8 3x6 2x4 5x8 6x8 2x4 3x8 5x12 3x6 2x4 8x8 2x4 2x4 6x8 8x8 4x8 6x16 3x8 6x8 3x8 3x12 3x6 3x4 4x8 2-3-8 2-3-8 3-7-8 1-4-0 5-4-8 1-9-0 9-2-0 3-9-8 12-11-8 3-9-8 14-3-8 1-4-0 17-3-10 3-0-2 22-3-13 5-0-3 27-4-0 5-0-3 30-7-8 3-3-8 2-3-8 2-3-8 3-7-8 1-4-0 5-4-8 1-9-0 9-2-0 3-9-8 12-11-8 3-9-8 13-6-5 0-6-13 14-3-8 0-9-3 17-3-10 3-0-2 22-3-13 5-0-3 27-4-0 5-0-3 30-7-8 3-3-8 3-2-810-0-012-0-00-10-122-0-01-0-01-0-01-0-01-0-010-0-010.00 12 8.00 12 Plate Offsets (X,Y)-- [4:0-5-4,0-2-0], [7:0-4-4,0-2-0], [9:0-6-4,0-2-0], [14:0-1-5,0-6-6], [19:0-2-8,0-2-8], [22:0-3-8,0-3-0], [23:0-3-8,0-1-8], [26:0-2-0,0-2-0] 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-SH 0.83 0.94 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.32 -0.80 0.79 (loc) 22-23 22-23 14 l/defl >999 >452 n/a L/d 240 180 n/a PLATES MT20 Weight: 197 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-7: 2x6 SP 2400F 2.0E, 7-9,9-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-27: 2x4 SPF-S Stud, 21-24,14-15: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 2-24,7-19,9-19,9-17: 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 2-8-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-7-2 max.): 1-4, 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 22-23 6-0-0 oc bracing: 20-21,17-18. WEBS 1 Row at midpt 4-22, 7-19 REACTIONS.(lb/size)28=1213/0-3-8, 14=1213/0-3-8 Max Horz 28=-304(LC 4) Max Uplift 28=-2(LC 7), 14=-45(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-28=-1162/56, 1-2=-1130/71, 2-3=-3791/97, 3-4=-5383/195, 4-5=-2622/150, 5-6=-1721/180, 6-7=-451/223, 7-8=-1085/194, 8-9=-1065/192, 9-10=-1334/214, 10-12=-1800/164, 12-14=-3629/198 BOT CHORD 2-26=-1822/43, 25-26=-17/281, 3-24=-601/78, 23-24=-186/4276, 22-23=-67/5546, 21-22=-10/2053, 6-21=0/1545, 16-17=0/1369, 15-16=-77/2291, 14-15=-101/2896 WEBS 26-28=-210/283, 1-26=-47/1548, 24-26=-200/1130, 2-24=-30/3122, 3-23=-98/1261, 4-23=-944/97, 4-22=-3578/144, 5-22=0/999, 5-21=-1246/123, 19-21=0/1187, 7-19=-757/59, 17-19=0/1051, 9-19=-110/467, 10-17=-637/142, 10-16=0/439, 12-16=-961/126, 12-15=-2/1575 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 28, 14. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).October 11,2019 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 J19903854 Truss T13 Truss Type Piggyback Base Qty 1 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878581 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-dLjtc_LAdaO_kV08CiZ6h1GAcGJQqiBBNnEsD2yUVs0 Scale = 1:68.2 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 3x4 3x12 4x6 4x6 4x8 3x6 3x4 6x8 8x8 4x8 3x12 4x6 3x6 3x8 3x4 3x6 3x4 4x8 2-11-11 2-11-11 8-3-0 5-3-5 13-6-5 5-3-5 17-3-10 3-9-5 22-3-13 5-0-3 27-4-0 5-0-3 30-7-8 3-3-8 2-11-11 2-11-11 8-3-0 5-3-5 13-6-5 5-3-5 17-3-10 3-9-5 22-3-13 5-0-3 27-4-0 5-0-3 30-7-8 3-3-8 31-7-8 1-0-0 1-2-810-0-012-0-00-10-122-0-010-0-010.00 12 8.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-2-0], [5:0-6-4,0-2-0], [10:0-1-5,0-6-6], [18:0-3-8,0-1-8] 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-SH 0.84 0.73 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.43 0.33 (loc) 17-18 17-18 10 l/defl >999 >850 n/a L/d 240 180 n/a PLATES MT20 Weight: 158 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-11: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 12-16: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-18,4-15,5-15,5-14: 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 2-8-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-4 max.): 1-2, 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-17, 5-15 REACTIONS.(lb/size)19=1211/0-3-8, 10=1284/0-3-8 Max Horz 19=-283(LC 4) Max Uplift 10=-84(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-1095/86, 1-2=-3101/223, 2-3=-1899/165, 3-4=-1338/212, 4-5=-943/204, 5-6=-1330/211, 6-8=-1793/156, 8-10=-3596/160 BOT CHORD 18-19=-200/278, 17-18=-148/3273, 15-17=-9/1419, 14-15=0/938, 13-14=0/1363, 12-13=-41/2265, 10-12=-52/2861 WEBS 1-18=-210/3115, 2-18=-1076/135, 2-17=-1881/191, 3-17=0/509, 3-15=-674/152, 4-15=-50/533, 5-14=-51/536, 6-14=-633/138, 6-13=0/440, 8-13=-939/105, 8-12=0/1554 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss T14 Truss Type Piggyback Base Qty 1 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878582 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-5XGGpKMoOtWrMfbKmP5LEEoJBffOZAHKcRzQlVyUVs? Scale = 1:66.9 1 2 3 4 5 6 7 8 9 10 11 12 13 18 17 16 15 1419202122 3x12 4x8 4x6 3x12 6x10 4x10 6x16 3x6 6x16 8x10 4x10 2x4 4x8 3x4 3x8 4x6 2x4 3-3-8 3-3-8 13-6-5 10-2-13 17-3-10 3-9-5 27-4-0 10-0-6 30-7-8 3-3-8 3-3-8 3-3-8 8-4-14 5-1-6 13-6-5 5-1-6 17-3-10 3-9-5 22-3-13 5-0-3 27-4-0 5-0-3 30-7-8 3-3-8 31-6-0 0-10-8 0-8-1212-0-00-10-122-0-010-0-010.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-4-3], [6:0-6-4,0-2-0], [7:0-4-4,0-2-0], [12:0-1-5,0-6-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.97 0.75 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.51 -1.25 0.74 (loc) 16-18 16-18 12 l/defl >716 >290 n/a L/d 240 180 n/a PLATES MT20 Weight: 154 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-18,5-16,8-15,10-14: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-3-3, Right 2x6 SPF No.2 2-8-2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (5-7-3 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15 REACTIONS.(lb/size)1=1318/0-3-8, 12=1384/0-3-8 Max Horz 1=-275(LC 4) Max Uplift 1=-38(LC 6), 12=-70(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-4441/235, 3-5=-3912/385, 5-6=-1501/196, 6-7=-1058/193, 7-8=-1491/197, 8-10=-3455/263, 10-12=-4058/115 BOT CHORD 1-18=-321/3646, 16-18=-105/1503, 15-16=-12/1061, 14-15=0/1466, 12-14=-16/3239 WEBS 3-18=0/526, 5-18=-272/2186, 5-16=-635/215, 6-16=-64/667, 7-15=-41/650, 8-15=-599/180, 8-14=-93/1763, 10-14=0/606 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Bearing at joint(s) 1, 12 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) 1, 12. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss T15 Truss Type Piggyback Base Qty 1 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878583 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-Zjqe1gNQ9BeizpAXK7camSLU03?dIdXUr5jzHxyUVs_ Scale = 1:66.6 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 1318192021 3x12 4x8 4x6 3x12 6x10 4x10 6x16 3x6 6x16 8x10 4x10 2x4 4x8 3x4 3x8 4x6 2x4 3-3-8 3-3-8 13-6-5 10-2-13 17-3-10 3-9-5 27-4-0 10-0-6 30-7-8 3-3-8 3-3-8 3-3-8 8-4-14 5-1-6 13-6-5 5-1-6 17-3-10 3-9-5 22-3-13 5-0-3 27-4-0 5-0-3 30-7-8 3-3-8 0-8-1212-0-00-10-122-0-010-0-010.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-4-3], [6:0-6-4,0-2-0], [7:0-4-4,0-2-0], [12:0-1-5,0-6-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.97 0.75 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.51 -1.25 0.74 (loc) 15-17 15-17 12 l/defl >715 >290 n/a L/d 240 180 n/a PLATES MT20 Weight: 153 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-17,5-15,8-14,10-13: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-3-3, Right 2x6 SPF No.2 2-8-2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (5-7-2 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS.(lb/size)1=1319/0-3-8, 12=1320/0-3-8 Max Horz 1=-273(LC 4) Max Uplift 1=-38(LC 6), 12=-37(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-4444/240, 3-5=-3916/389, 5-6=-1503/198, 6-7=-1060/195, 7-8=-1494/200, 8-10=-3485/288, 10-12=-4084/140 BOT CHORD 1-17=-325/3649, 15-17=-106/1505, 14-15=-13/1063, 13-14=0/1470, 12-13=-45/3267 WEBS 3-17=0/527, 5-17=-275/2188, 5-15=-636/216, 6-15=-64/668, 7-14=-43/651, 8-14=-602/184, 8-13=-115/1790, 10-13=0/602 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Bearing at joint(s) 1, 12 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) 1, 12. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss T16 Truss Type Piggyback Base Qty 3 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878584 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-2wO0E0N2wVnZbzljuq7pJfumeTKs1BHd3lSWoNyUVrz Scale = 1:69.6 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 111820 21 19 3x4 4x8 4x6 3x4 4x8 3x4 3x4 3x8 5x12 3x12 3x6 5x12 3x8 4x10 4x6 4x6 3x4 3x8 3x12 7-1-0 7-1-0 13-6-5 6-5-5 17-3-10 3-9-5 23-6-8 6-2-14 30-7-8 7-1-0 7-1-0 7-1-0 13-6-5 6-5-5 17-3-10 3-9-5 23-6-8 6-2-14 30-7-8 7-1-0 0-8-1212-0-00-10-122-0-012-0-010.00 12 Plate Offsets (X,Y)-- [1:0-4-3,Edge], [5:0-6-4,0-2-0], [6:0-4-4,0-2-0], [10:0-6-3,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-SH 0.53 0.75 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.45 0.49 (loc) 14-16 14-16 10 l/defl >999 >812 n/a L/d 240 180 n/a PLATES MT20 Weight: 176 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 3-17,8-11: 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-14,8-13: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 4-3-1, Right 2x6 SPF No.2 4-4-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-4 oc purlins, except 2-0-0 oc purlins (5-8-14 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-8-6 oc bracing: 16-17 8-0-15 oc bracing: 11-12. WEBS 1 Row at midpt 3-14, 5-13, 8-13 REACTIONS.(lb/size)1=1320/Mechanical, 10=1326/Mechanical Max Horz 1=-272(LC 4) Max Uplift 1=-39(LC 6), 10=-38(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1711/157, 3-5=-1477/197, 5-6=-1023/204, 6-8=-1469/199, 8-10=-1682/156 BOT CHORD 1-17=-80/1198, 3-16=0/268, 14-16=-114/1792, 13-14=-17/1026, 12-13=-7/1719, 8-12=0/256, 10-11=-4/1161 WEBS 3-14=-899/217, 5-14=-47/574, 6-13=-36/572, 8-13=-832/176 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss T17 Truss Type Piggyback Base Qty 2 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878585 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-W6yORMOghovQD6KvRYe2stQyytgbmXJnIPC4LpyUVry Scale = 1:69.6 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 20 19 3x4 4x8 4x6 3x4 4x8 3x6 3x4 4x8 6x16 5x8 WB 5x12 3x8 4x10 4x6 4x6 5x12 2x4 3x8 3x12 3-9-0 3-9-0 13-6-5 9-9-5 17-3-10 3-9-5 23-6-8 6-2-14 30-7-8 7-1-0 3-9-0 3-9-0 8-7-10 4-10-10 13-6-5 4-10-10 17-3-10 3-9-5 23-6-8 6-2-14 30-7-8 7-1-0 0-8-1212-0-00-10-122-0-012-0-010.00 12 Plate Offsets (X,Y)-- [1:0-4-3,Edge], [3:0-1-12,0-2-0], [6:0-6-4,0-2-0], [7:0-4-4,0-2-0], [11:0-6-3,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-SH 0.49 0.72 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.83 0.51 (loc) 15-17 15-17 11 l/defl >999 >445 n/a L/d 240 180 n/a PLATES MT20 Weight: 180 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 1-18: 2x4 SPF No.2, 3-18: 2x10 SP 2400F 2.0E 9-12: 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 5-15,9-14: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-11-11, Right 2x6 SPF No.2 4-4-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc purlins, except 2-0-0 oc purlins (5-9-13 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-2-13 oc bracing: 12-13. WEBS 1 Row at midpt 3-15, 6-14, 9-14 REACTIONS.(lb/size)1=1242/Mechanical, 11=1310/Mechanical Max Horz 1=272(LC 5) Max Uplift 1=-39(LC 6), 11=-38(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1653/137, 3-5=-1615/172, 5-6=-1428/206, 6-7=-999/205, 7-9=-1438/200, 9-11=-1658/156 BOT CHORD 1-18=-109/1131, 15-17=-243/3134, 14-15=-11/1001, 13-14=-6/1694, 9-13=0/263, 11-12=-4/1144 WEBS 3-15=-1950/229, 5-15=-287/175, 6-15=-56/623, 7-14=-29/539, 9-14=-830/174 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss T18 Truss Type Piggyback Base Qty 1 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878586 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-_IWmfhPIS61HqGu6?F9HO4z6BH2zV8mwX2xdtGyUVrx Scale = 1:72.0 1 2 3 4 5 6 7 8 9 10 15 14 13 12 1116171819 20 3x6 4x8 4x6 3x6 4x8 3x4 3x4 3x4 3x6 2x4 3x4 3x8 3x6 2x4 5x12 4x6 4x6 6-10-14 6-10-14 13-6-5 6-7-6 17-3-10 3-9-5 23-9-13 6-6-3 30-7-8 6-9-11 6-10-14 6-10-14 13-6-5 6-7-6 17-3-10 3-9-5 23-9-13 6-6-3 30-7-8 6-9-11 0-8-1212-0-00-10-1212-0-010.00 12 Plate Offsets (X,Y)-- [1:0-4-3,Edge], [5:0-6-4,0-2-0], [6:0-4-4,0-2-0], [10:0-6-3,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-SH 0.53 0.58 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.20 0.08 (loc) 14-15 14-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 163 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-15,8-11: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 4-5-4, Right 2x6 SPF No.2 4-5-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins, except 2-0-0 oc purlins (5-8-9 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 5-12, 8-12 REACTIONS.(lb/size)1=1485/Mechanical, 10=1487/0-3-8 Max Horz 1=-272(LC 4) Max Uplift 1=-39(LC 6), 10=-38(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1951/151, 3-5=-1414/228, 5-6=-980/228, 6-8=-1401/229, 8-10=-1917/149 BOT CHORD 1-15=-74/1394, 14-15=-74/1394, 12-14=-14/985, 11-12=-1/1351, 10-11=-1/1351 WEBS 3-15=0/338, 3-14=-569/183, 5-14=-60/546, 6-12=-51/515, 8-12=-529/181, 8-11=0/324 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss T21 Truss Type Half Hip Qty 2 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878587 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mC?hxK0VUR49rWXHgogScbzvq6P-s4lHV3SpWLXjJuCtE5EDZw8lpuTrR?kWSgvr01yUVrt Scale = 1:16.5 1 2 3 4 6 5 4x6 3x6 3x4 1.5x4 3x8 5-6-0 5-6-0 7-5-8 1-11-8 -0-10-8 0-10-8 5-6-0 5-6-0 7-5-8 1-11-8 0-4-02-0-72-2-01-8-150-3-82-0-74.00 12 Plate Offsets (X,Y)-- [5:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.74 0.39 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.18 0.00 (loc) 2-6 2-6 5 l/defl >999 >466 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 0% 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 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.(lb/size)2=352/0-3-8, 5=282/0-1-8 Max Horz 2=62(LC 5) Max Uplift 2=-56(LC 4), 5=-25(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) 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. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 93 JACKSONS GRANT Job Reference (optional) I38878588 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:58:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-pSt2vlU31ynRZBMFMWGheLD6Rh2uvnXpv_Ox4wyUVrr Scale = 1:52.6 1 2 3 6 5 478910 3x6 4x6 3x6 3x8 3x8 10x10 5-5-0 5-5-0 10-10-0 5-5-0 5-5-0 5-5-0 10-10-0 5-5-0 1-4-08-6-111-4-016.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-1-8], [3:0-2-8,0-1-8] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.67 0.80 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.13 0.00 (loc) 4-5 4-5 4 l/defl >999 >980 n/a L/d 240 180 n/a PLATES MT20 Weight: 122 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-5,3-5: 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)6=3802/0-3-8, 4=3594/0-3-8 Max Horz 6=-213(LC 3) Max Uplift 6=-157(LC 6), 4=-150(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2673/175, 2-3=-2673/175, 1-6=-2390/130, 3-4=-2390/131 BOT CHORD 5-6=-277/564, 4-5=-104/567 WEBS 2-5=-125/3766, 1-5=-131/1017, 3-5=-135/1014 NOTES-(10-11) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=157, 4=150. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1318 lb down and 50 lb up at 1-2-12, 1318 lb down and 50 lb up at 3-2-12, 1318 lb down and 50 lb up at 5-2-12, and 1299 lb down and 50 lb up at 7-2-12, and 1299 lb down and 50 lb up at 9-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 October 11,2019 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 J19903854 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 93 JACKSONS GRANT Job Reference (optional) I38878588 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:58:00 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-pSt2vlU31ynRZBMFMWGheLD6Rh2uvnXpv_Ox4wyUVrr 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, 4-6=-20 Concentrated Loads (lb) Vert: 5=-1318(B) 7=-1318(B) 8=-1318(B) 9=-1299(B) 10=-1299(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J19903854 Truss TG02 Truss Type COMMON GIRDER Qty 1 Ply 3 93 JACKSONS GRANT Job Reference (optional) I38878589 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:58:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-HfRQ75UhoGvIALxSvDnwAYmMA5OJe7Ry8e8VdMyUVrq Scale = 1:50.1 1 2 3 4 5 8 7 69101112 13 14 15 4x6 3x8 3x12 10x10 3x8 3x12 4x10 4x10 3-9-0 3-9-0 7-2-8 3-5-8 10-8-0 3-5-8 14-5-0 3-9-0 3-9-0 3-9-0 7-2-8 3-5-8 10-8-0 3-5-8 14-5-0 3-9-0 0-10-88-1-00-10-812.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-3-11], [5:0-2-12,0-3-11], [5:Edge,0-5-7] 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-SH 0.35 0.79 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.10 0.02 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 228 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x6 SPF No.2, Right: 2x6 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=5319/0-3-8, 5=6616/0-3-8 Max Horz 1=-178(LC 11) Max Uplift 1=-204(LC 6), 5=-243(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5659/256, 2-3=-3830/251, 3-4=-3837/251, 4-5=-6113/268 BOT CHORD 1-8=-179/3752, 7-8=-179/3752, 6-7=-124/4077, 5-6=-124/4077 WEBS 2-8=-74/2600, 2-7=-1725/184, 3-7=-282/5109, 4-7=-2235/198, 4-6=-94/3302 NOTES-(11-12) 1) N/A 2) 3-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 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 2 rows staggered at 0-5-0 oc, Except member 7-2 2x4 - 1 row at 0-9-0 oc, member 7-3 2x4 - 1 row at 0-7-0 oc, member 7-4 2x4 - 1 row at 0-9-0 oc. 3) 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. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=204, 5=243. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1312 lb down and 51 lb up at 1-0-12, 1312 lb down and 51 lb up at 3-0-12, 1312 lb down and 51 lb up at 5-0-12, 1225 lb down and 51 lb up at 7-0-12, 1225 lb down and 51 lb up at 9-0-12, 1465 lb down and 51 lb up at 11-0-12, and 1464 lb down and 51 lb up at 13-0-12, and 1465 lb down and 51 lb up at 13-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FOR LOADS REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0.148"x 3" NAILS PER HANGER MANUFACTURER SPECIFICATIONS. October 11,2019 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 J19903854 Truss TG02 Truss Type COMMON GIRDER Qty 1 Ply 3 93 JACKSONS GRANT Job Reference (optional) I38878589 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:58:01 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-HfRQ75UhoGvIALxSvDnwAYmMA5OJe7Ry8e8VdMyUVrq 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, 1-5=-20 Concentrated Loads (lb) Vert: 7=-1225(F) 9=-1312(F) 10=-1312(F) 11=-1312(F) 12=-1225(F) 13=-1465(F) 14=-1464(F) 15=-1465(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 J19903854 Truss TG03 Truss Type ROOF SPECIAL Qty 1 Ply 2 93 JACKSONS GRANT Job Reference (optional) I38878590 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:58:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-HfRQ75UhoGvIALxSvDnwAYmMk5UVeCCy8e8VdMyUVrq Scale = 1:56.3 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 3x4 3x8 4x6 3x8 3x4 8x8 8x8 8x8 4x10 4x10 1-9-8 1-9-8 5-5-0 3-7-8 9-0-8 3-7-8 10-10-0 1-9-8 -0-10-8 0-10-8 1-9-8 1-9-8 5-5-0 3-7-8 9-0-8 3-7-8 10-10-0 1-9-8 11-10-0 1-0-0 1-4-08-6-111-4-02-0-016.00 12 16.00 12 Plate Offsets (X,Y)-- [2:0-3-12,0-1-8], [6:0-3-12,0-1-8] 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-SH 0.38 0.40 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.15 0.31 (loc) 9-10 9-10 8 l/defl >999 >818 n/a L/d 240 180 n/a PLATES MT20 Weight: 144 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 9-11: 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-12,6-8,5-10,3-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)12=3384/0-3-8, 8=3656/0-3-8 Max Horz 12=-229(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-3268/0, 2-3=-6900/0, 3-4=-3061/0, 4-5=-3059/0, 5-6=-7467/0, 6-8=-3531/0 BOT CHORD 11-12=-339/355, 10-11=0/3827, 9-10=0/3989 WEBS 4-10=0/4545, 5-10=-2348/0, 5-9=0/4348, 6-9=0/5098, 3-10=-2172/7, 3-11=-74/2600, 2-11=0/4698 NOTES-(10-11) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 9-5 2x4 - 2 rows staggered at 0-2-0 oc, member 11-3 2x4 - 2 rows staggered at 0-2-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Bearing at joint(s) 12, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1254 lb down at 1-9-4 on top chord, and 1193 lb down and 25 lb up at 3-9-4, 1277 lb down and 60 lb up at 5-9-4, and 1193 lb down at 7-9-4, and 1190 lb down at 9-0-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 October 11,2019 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 J19903854 Truss TG03 Truss Type ROOF SPECIAL Qty 1 Ply 2 93 JACKSONS GRANT Job Reference (optional) I38878590 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:58:01 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-HfRQ75UhoGvIALxSvDnwAYmMk5UVeCCy8e8VdMyUVrq LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 6-7=-60, 11-12=-20, 9-11=-20, 8-9=-20 Concentrated Loads (lb) Vert: 9=-1190(B) 3=-1214(B) 13=-1193(B) 14=-1277(B) 15=-1193(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J19903854 Truss TG04 Truss Type PIGGYBACK ATTIC Qty 1 Ply 3 93 JACKSONS GRANT Job Reference (optional) I38878591 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:58:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-lr?oKRVKZZ18oVWeTxI9jmINGVlfNZy5MIt29oyUVrp Scale = 1:72.6 1 2 3 4 6 7 8 9 5 12 11 10 13 15 161718 14 8x16 12x20 8x10 12x12 8x10 5x12 5x12 5x12 5x12 8x10 8x8 2x4 10x10 12-0-0 9-1-145-2-104-10-4 4-10-4 17-1-12 12-3-8 22-0-0 4-10-4 -0-10-8 0-10-8 4-10-4 4-10-4 8-1-2 3-2-14 11-0-0 2-10-14 13-10-14 2-10-14 17-1-12 3-2-14 22-0-0 4-10-4 22-10-8 0-10-8 0-11-1412-0-01-2-812-0-016.00 12 Plate Offsets (X,Y)-- [1:1-2-3,0-0-0], [2:0-6-0,0-1-12], [3:0-6-0,0-3-8], [4:0-4-6,Edge], [6:0-4-6,Edge], [7:0-6-0,0-3-8], [8:0-6-0,0-1-12], [9:0-1-10,0-6-0], [10:0-8-8,0-0-0], [12:0-8-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.97 0.72 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.18 -0.73 0.01 -0.09 (loc) 10-12 10-12 9 10-12 l/defl >999 >355 n/a 1621 L/d 240 180 n/a 360 PLATES MT20 Weight: 753 lb FT = 0% GRIP 137/123 LUMBER- TOP CHORD onCENTER® AFL 2.1E 1 1/2" x 11 7/8" *Except* 4-6: 2x6 SPF No.2 BOT CHORD onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF-S Stud *Except* 2-12,8-10,3-7: 2x4 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.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 13 REACTIONS.(lb/size)1=10530/0-5-8 (req. 0-5-10), 9=11499/0-5-8 (req. 0-6-2) Max Horz 1=-269(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-11246/0, 2-3=-3114/0, 3-4=0/6343, 6-7=0/5741, 7-8=-3011/0, 8-9=-11327/0, 4-5=-6626/0, 5-6=-6003/0 BOT CHORD 1-12=0/4029, 10-12=0/4449, 9-10=0/4019 WEBS 2-12=0/10235, 8-10=0/10473, 3-13=-2069/0, 7-13=-2069/0, 5-13=0/2104, 3-5=0/3849, 5-7=0/3238 NOTES-(16-17) 1) N/A 2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 1 1/2x11 7/8 - 3 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 1 1/2x11 7/8 - 6 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) 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. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 6) Provide adequate drainage to prevent water ponding. 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) Ceiling dead load (5.0 psf) on member(s). 2-3, 7-8, 3-13, 7-13; Wall dead load (5.0psf) on member(s).2-12, 8-10 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 10-12 11) WARNING: Required bearing size at joint(s) 1, 9 greater than input bearing size. 12) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 13) Load case(s) 1, 9, 10, 11 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Attic room checked for L/360 deflection. Continued on page 2 PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FOR LOADS REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0.148"x 3" NAILS PER HANGER MANUFACTURER SPECIFICATIONS. October 11,2019 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 J19903854 Truss TG04 Truss Type PIGGYBACK ATTIC Qty 1 Ply 3 93 JACKSONS GRANT Job Reference (optional) I38878591 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:58:02 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-lr?oKRVKZZ18oVWeTxI9jmINGVlfNZy5MIt29oyUVrp 16) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 17) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-12=-800(F=-780), 12-14=-900(F=-780), 10-14=-1080(F=-960), 9-10=-980(F=-960), 1-2=-60, 2-15=-70, 3-15=-60, 3-4=60, 6-7=60, 7-16=-60, 8-16=-70, 8-9=-60, 4-6=-60, 3-7=-10 Drag: 2-12=-10, 8-10=-10 9) Dead + Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-12=-800(F=-780), 12-14=-900(F=-780), 10-14=-1080(F=-960), 9-10=-980(F=-960), 1-2=-20, 2-15=-30, 3-15=-20, 3-4=20, 6-7=20, 7-16=-20, 8-16=-30, 8-9=-20, 4-6=-20, 3-7=-10 Drag: 2-12=-10, 8-10=-10 10) 1st Dead + Roof Live (unbalanced) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-12=-800(F=-780), 12-14=-900(F=-780), 10-14=-1080(F=-960), 9-10=-980(F=-960), 1-2=-60, 2-15=-70, 3-15=-60, 3-4=60, 6-7=60, 7-16=-60, 8-16=-30, 8-9=-20, 4-6=-60, 3-7=-10 Drag: 2-12=-10, 8-10=-10 11) 2nd Dead + Roof Live (unbalanced) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-12=-800(F=-780), 12-14=-900(F=-780), 10-14=-1080(F=-960), 9-10=-980(F=-960), 1-2=-20, 2-15=-30, 3-15=-60, 3-4=60, 6-7=60, 7-16=-60, 8-16=-70, 8-9=-60, 4-6=-60, 3-7=-10 Drag: 2-12=-10, 8-10=-10 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J19903854 Truss TG05 Truss Type Half Hip Girder Qty 2 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878592 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:58:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mC?hxK0VUR49rWXHgogScbzvq6P-D1ZAYmWyKt9?Qf4q1eqOGzrhZvCa6AQFbydchEyUVro Scale = 1:16.2 1 2 3 4 6 5 7 8 4x8 1.5x4 3x4 1.5x4 3x4 3-6-0 3-6-0 7-5-8 3-11-8 -0-10-8 0-10-8 3-6-0 3-6-0 7-5-8 3-11-8 0-4-01-6-01-2-80-3-81-6-04.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.36 0.29 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.01 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 0% 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 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.(lb/size)2=460/0-3-8, 5=406/0-1-8 Max Horz 2=45(LC 4) Max Uplift 2=-76(LC 3), 5=-44(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-793/70 BOT CHORD 2-6=-71/711, 5-6=-66/741 WEBS 3-6=0/290, 3-5=-777/66 NOTES-(12-13) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 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) 2, 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) 29 lb down and 31 lb up at 3-6-0, and 29 lb down and 31 lb up at 5-6-12 on top chord, and 161 lb down and 20 lb up at 3-6-0, and 26 lb down at 5-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Continued on page 2 October 11,2019 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 J19903854 Truss TG05 Truss Type Half Hip Girder Qty 2 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878592 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:58:03 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mC?hxK0VUR49rWXHgogScbzvq6P-D1ZAYmWyKt9?Qf4q1eqOGzrhZvCa6AQFbydchEyUVro LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-29(F) 6=-161(F) 7=-29(F) 8=-13(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 J19903854 Truss V01 Truss Type Valley Qty 1 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878593 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:58:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-hD7Yl6Xa5BHs1pf1bMLdoBOvoJZCrhHOqcM9DhyUVrn Scale = 1:41.5 1 2 3 43x6 4x6 3x6 2x4 0-0-3 0-0-3 9-0-14 9-0-11 4-6-7 4-6-7 9-0-14 4-6-7 0-0-46-0-100-0-416.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-13] 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-SH 0.13 0.20 0.09 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: 32 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 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)1=206/9-0-8, 3=206/9-0-8, 4=268/9-0-8 Max Horz 1=-143(LC 4) Max Uplift 1=-19(LC 7), 3=-13(LC 6), 4=-8(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss V02 Truss Type Valley Qty 1 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878594 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:58:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-hD7Yl6Xa5BHs1pf1bMLdoBOv9JbrriAOqcM9DhyUVrn Scale = 1:30.5 1 2 3 42x4 4x6 2x4 2x4 0-0-3 0-0-3 6-6-14 6-6-11 3-3-7 3-3-7 6-6-14 3-3-7 0-0-44-4-100-0-416.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-13] 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 0.17 0.10 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: 23 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 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)1=161/6-6-8, 3=161/6-6-8, 4=157/6-6-8 Max Horz 1=-101(LC 4) Max Uplift 1=-32(LC 7), 3=-28(LC 6) Max Grav 1=161(LC 1), 3=161(LC 1), 4=177(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss V03 Truss Type Valley Qty 1 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878595 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:58:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-9QgwzSYCsUPjfyED83ssLOw6eix5a9mY3G6im7yUVrm Scale = 1:16.5 1 2 3 4 2x4 4x6 2x4 2x4 0-0-3 0-0-3 4-0-14 4-0-11 2-0-7 2-0-7 4-0-14 2-0-7 0-0-42-8-100-0-416.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-13] 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 0.06 0.03 0.01 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 = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=94/4-0-8, 3=94/4-0-8, 4=92/4-0-8 Max Horz 1=59(LC 5) Max Uplift 1=-19(LC 7), 3=-17(LC 6) Max Grav 1=94(LC 1), 3=94(LC 1), 4=103(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss V04 Truss Type Valley Qty 1 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878596 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:58:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-9QgwzSYCsUPjfyED83ssLOw6XixSa9zY3G6im7yUVrm Scale: 1.5"=1' 1 2 3 2x4 3x4 2x4 0-0-3 0-0-3 1-6-14 1-6-11 0-9-7 0-9-7 1-6-14 0-9-7 0-0-41-0-100-0-416.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-3] 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-P 0.01 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=40/1-6-8, 3=40/1-6-8 Max Horz 1=17(LC 5) Max Uplift 1=-2(LC 7), 3=-2(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss V05 Truss Type Valley Qty 1 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878597 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:58:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-dcEJAoYqdoXaH6pPimN5tcTEy6CqJa5hHwrGIZyUVrl Scale = 1:37.0 1 2 3 43x8 4x6 3x8 2x4 0-0-4 0-0-4 11-5-14 11-5-10 5-8-15 5-8-15 11-5-14 5-8-15 0-0-45-8-150-0-412.00 12 Plate Offsets (X,Y)-- [1:0-5-13,Edge], [3:0-2-9,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-SH 0.22 0.32 0.14 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: 36 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 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)1=244/11-5-6, 3=244/11-5-6, 4=374/11-5-6 Max Horz 1=-125(LC 4) Max Uplift 1=-22(LC 7), 3=-22(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss V06 Truss Type Valley Qty 1 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878598 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:58:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-dcEJAoYqdoXaH6pPimN5tcTEi6FTJcQhHwrGIZyUVrl Scale = 1:27.8 1 2 3 42x4 4x6 2x4 2x4 0-0-4 0-0-4 8-1-14 8-1-10 4-0-15 4-0-15 8-1-14 4-0-15 0-0-44-0-150-0-412.00 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 0.24 0.15 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 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)1=187/8-1-6, 3=187/8-1-6, 4=222/8-1-6 Max Horz 1=87(LC 5) Max Uplift 1=-31(LC 7), 3=-31(LC 7) Max Grav 1=187(LC 1), 3=187(LC 1), 4=229(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss V07 Truss Type Valley Qty 1 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878599 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:58:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IHdGh7Iki1b26GcEMCpwwKzTVEq-6oohN8ZSO6fRuGOcGUuKQp0R0WdM239qWabpq0yUVrk Scale = 1:14.8 1 2 3 4 2x4 4x6 2x4 2x4 0-0-4 0-0-4 4-9-14 4-9-10 2-4-15 2-4-15 4-9-14 2-4-15 0-0-42-4-150-0-412.00 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 0.07 0.05 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: 14 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=103/4-9-6, 3=103/4-9-6, 4=123/4-9-6 Max Horz 1=-48(LC 4) Max Uplift 1=-17(LC 7), 3=-17(LC 7) Max Grav 1=103(LC 1), 3=103(LC 1), 4=127(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss V08 Truss Type Valley Qty 1 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878600 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:58:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-a?M3bUa49PoIWQzoqBPZz1YczwyHnWL_lEKMNSyUVrj Scale = 1:26.0 1 2 3 42x4 4x6 2x4 1.5x4 0-0-3 0-0-3 5-5-14 5-5-11 2-8-15 2-8-15 5-5-14 2-8-15 0-0-43-7-150-0-416.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-13] 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 0.12 0.07 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: 19 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=132/5-5-8, 3=132/5-5-8, 4=129/5-5-8 Max Horz 1=82(LC 5) Max Uplift 1=-27(LC 7), 3=-23(LC 6) Max Grav 1=132(LC 1), 3=132(LC 1), 4=145(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss V09 Truss Type Valley Qty 1 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878601 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:58:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-a?M3bUa49PoIWQzoqBPZz1YdNwyKnWi_lEKMNSyUVrj Scale = 1:12.9 1 2 3 2x4 3x4 2x4 0-0-3 0-0-3 2-11-14 2-11-11 1-5-15 1-5-15 2-11-14 1-5-15 0-0-41-11-150-0-416.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-3] 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-P 0.03 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=96/2-11-8, 3=96/2-11-8 Max Horz 1=-40(LC 4) Max Uplift 1=-5(LC 7), 3=-5(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss PB03 Truss Type Piggyback Qty 14 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878602 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-G6NZ_T4Mppd657Kvw4AyoOMcEOyigzDyJMviRKyUVsM Scale = 1:26.6 1 2 3 4 5 6 4x6 2x4 2x4 2x4 5-9-12 5-9-12 2-10-14 2-10-14 5-9-12 2-10-14 0-6-13-9-00-1-80-6-10-1-816.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-0], [3:Edge,0-1-13], [4:0-2-12,0-1-0] 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 0.13 0.07 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 19 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=137/4-10-6, 4=137/4-10-6, 6=126/4-10-6 Max Horz 2=-91(LC 4) Max Uplift 2=-29(LC 7), 4=-26(LC 6) Max Grav 2=137(LC 1), 4=137(LC 1), 6=143(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss T19 Truss Type PIGGYBACK ATTIC Qty 12 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878603 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-OtBvHjRBl1PsikdggNj_0jbdIU9wiTDMD0AHUbyUVru Scale = 1:68.0 1 2 3 4 5 6 7 8 9 10 13 12 11 15 17 16 14 18 6x8 8x16 5x6 5x6 3x12 3x12 3x4 6x8 12-0-0 9-1-145-2-104-10-4 4-10-4 17-1-12 12-3-8 22-0-0 4-10-4 -0-10-8 0-10-8 4-10-4 4-10-4 8-1-2 3-2-14 13-10-14 5-9-12 17-1-12 3-2-14 22-0-0 4-10-4 22-10-8 0-10-8 1-2-812-0-01-2-812-0-016.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-1-13], [5:0-2-13,Edge], [6:0-2-13,Edge], [9:0-2-9,0-1-13] 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-SH 0.53 0.31 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.18 -0.36 0.01 -0.09 (loc) 11-13 11-13 9 11-13 l/defl >999 >724 n/a 1724 L/d 240 180 n/a 360 PLATES MT20 Weight: 213 lb FT = 0% GRIP 137/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 5-6: 2x4 SPF No.2 BOT CHORD onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF-S Stud *Except* 3-13,8-11,4-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 9-9-10 oc bracing. JOINTS 1 Brace at Jt(s): 14 REACTIONS.(lb/size)2=1672/0-5-8, 9=1672/0-5-8 Max Horz 2=288(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1880/0, 3-4=-984/73, 7-8=-984/73, 8-9=-1880/0, 5-6=0/414 BOT CHORD 2-13=0/864, 11-13=0/858, 9-11=0/864 WEBS 13-15=0/1063, 3-15=0/987, 11-17=0/1063, 8-17=0/987, 4-16=-1389/35, 14-16=-1315/39, 14-18=-1315/39, 7-18=-1389/35 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 7-8, 4-16, 14-16, 14-18, 7-18; Wall dead load (5.0psf) on member(s).13-15, 3-15, 11-17, 8-17 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 11-13 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Attic room checked for L/360 deflection. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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 J19903854 Truss T22 Truss Type PIGGYBACK ATTIC Qty 12 Ply 1 93 JACKSONS GRANT Job Reference (optional) I38878604 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 10:57:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-KGJfiPTRGefax1n3oolS57gzMIquAJ_fgKfOYTyUVrs Scale = 1:67.9 1 2 3 4 5 6 7 8 9 10 13 12 11 15 16 18 14 19 17 8x10 10x10 4x6 4x6 8x8 8x8 3x12 6x6 3x12 2x4 6x6 2x4 3x4 2x4 2x4 6x8 2x4 2x4 12-0-0 9-1-145-2-104-10-4 4-10-4 17-1-12 12-3-8 22-0-0 4-10-4 -0-10-8 0-10-8 4-10-4 4-10-4 8-1-2 3-2-14 13-10-14 5-9-12 17-1-12 3-2-14 22-0-0 4-10-4 22-10-8 0-10-8 0-11-1412-0-01-2-812-0-016.00 12 Plate Offsets (X,Y)-- [1:0-5-0,0-1-9], [5:0-2-13,Edge], [6:0-2-13,Edge], [9:0-2-9,0-1-13], [15:0-2-5,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.56 0.28 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.15 -0.29 0.01 -0.07 (loc) 11-13 11-13 9 11-13 l/defl >999 >901 n/a 2012 L/d 240 180 n/a 360 PLATES MT20 Weight: 226 lb FT = 0% GRIP 137/123 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E *Except* 6-10: 2x6 SP 2400F 2.0E, 5-6: 2x4 SPF No.2 BOT CHORD onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF-S Stud *Except* 3-13,8-11,4-7: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 3-5-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 9-9-10 oc bracing. JOINTS 1 Brace at Jt(s): 14 REACTIONS.(lb/size)1=1603/0-5-8, 9=1674/0-5-8 Max Horz 1=-293(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1990/0, 3-4=-1287/41, 7-8=-1020/67, 8-9=-1917/0, 5-6=0/443 BOT CHORD 1-13=0/900, 11-13=0/885, 9-11=0/891 WEBS 13-15=0/1177, 3-15=0/840, 11-16=0/1061, 8-16=0/986, 4-18=-1238/60, 14-18=-1227/61, 14-19=-1316/59, 17-19=-1328/57, 7-17=-1402/47, 4-15=0/429 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 3-4, 7-8, 4-18, 14-18, 14-19, 17-19, 7-17; Wall dead load (5.0psf) on member(s).13-15, 3-15, 11-16, 8-16 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 11-13 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Attic room checked for L/360 deflection. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 11,2019 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