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HomeMy WebLinkAboutB-2020-00039 Trusses16023 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). February 20,2020 Liu, Xuegang Pages or sheets covered by this seal: I40332722 thru I40332805 My license renewal date for the state of Indiana is July 31, 2020. b20000518 35 HERITAGE AT SPRING MILL 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 b20000518 Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332722 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:24:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-P0Cns8rFCQ9GyuicYcX2GJTK8zYBb4C2dagsMqzjGtF Scale = 1:21.3 1 2 5 6 3 7 4 3x4 3x4 3-6-14 3-6-4 -1-10-3 1-10-3 3-6-14 3-6-14 1-7-03-7-133-2-153-7-136.95 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.55 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=290/0-5-12, 3=72/Mechanical, 4=30/Mechanical Max Horz 5=71(LC 8) Max Uplift 5=-3(LC 8), 3=-61(LC 8) Max Grav 5=290(LC 1), 3=85(LC 31), 4=62(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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) 5, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 76 lb down and 77 lb up at 2-8-2 on top chord, and 19 lb down at 2-8-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 7=-3(B) February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss CG02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332723 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:24:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-tCm94UstzkH7a2Hp6K2HpX0VuNrCKXSBrEQPuGzjGtE Scale = 1:24.7 1 2 5 6 7 3 89 43x4 3x4 4-9-7 4-8-13 -1-10-3 1-10-3 4-9-7 4-9-7 1-7-04-4-43-11-54-4-46.95 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.55 0.41 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.06 -0.08 (loc) 4-5 4-5 3 l/defl >999 >894 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=326/0-5-12, 3=112/Mechanical, 4=44/Mechanical Max Horz 5=91(LC 8) Max Uplift 5=-19(LC 8), 3=-91(LC 8), 4=-21(LC 8) Max Grav 5=326(LC 1), 3=132(LC 31), 4=85(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-283/49 NOTES-(10-11) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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) 5, 3, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 lb down and 47 lb up at 0-9-7, and 65 lb down and 80 lb up at 3-8-14 on top chord, and 7 lb down and 10 lb up at 0-9-7, and 24 lb down and 35 lb up at 3-8-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=3(B) 9=2(F) February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332724 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:24:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-MOKYHqtVk1P_CCs?g1ZWMkYgenBQ3ziL4u9yQjzjGtD Scale = 1:24.7 1 2 5 6 7 3 89 43x4 3x4 4-9-7 4-8-13 -1-10-3 1-10-3 4-9-7 4-9-7 1-7-04-4-40-4-153-11-54-4-46.95 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.55 0.41 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.06 -0.08 (loc) 4-5 4-5 3 l/defl >999 >894 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=326/0-5-12, 3=112/Mechanical, 4=44/Mechanical Max Horz 5=91(LC 8) Max Uplift 5=-19(LC 8), 3=-91(LC 8), 4=-21(LC 8) Max Grav 5=326(LC 1), 3=132(LC 31), 4=85(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-283/49 NOTES-(10-11) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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) 5, 3, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 lb down and 47 lb up at 0-9-7, and 65 lb down and 80 lb up at 3-8-14 on top chord, and 7 lb down and 10 lb up at 0-9-7, and 24 lb down and 35 lb up at 3-8-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=3(F) 9=2(B) February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss GE01 Truss Type GABLE Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332725 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:24:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-InSIiWulFffiRW0OnSc_R9e5PaxdXpbdYCe3VbzjGtB Scale = 1:63.3 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 3x4 3x6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-7-0 13-7-0 -1-0-0 1-0-0 6-9-8 6-9-8 13-7-0 6-9-8 14-7-0 1-0-0 1-7-09-6-11-7-014.00 12 Plate Offsets (X,Y)-- [7:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.22 0.10 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 236 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-19 REACTIONS.All bearings 13-7-0. (lb) - Max Horz 24=-212(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=-171(LC 6), 14=-159(LC 7), 23=-170(LC 7), 15=-162(LC 6) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15 except 19=295(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-183/277, 6-7=-209/304, 7-8=-209/304, 8-9=-183/277 WEBS 7-19=-394/224 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 3-9-8, Corner(3R) 3-9-8 to 9-9-8, Exterior(2N) 9-9-8 to 11-7-0, Corner(3E) 11-7-0 to 14-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) 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) 20, 21, 22, 18, 17, 16 except (jt=lb) 24=171, 14=159, 23=170, 15=162. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss GE02 Truss Type GABLE Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332726 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:24:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-mz0gvsvN0ynZ3gbaL97DzNA73_DVGFGnmsOd12zjGtA Scale: 3/16"=1' Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 34 5 6 14 13 12 11 10 9 8 7 15 54 5x10 MT18HS 3x4 3x4 3x8 5x6 8x8 8x8 5x6 7-4-5 7-4-5 13-7-0 6-2-11 15-10-11 2-3-11 23-3-0 7-4-5 -1-0-0 1-0-0 7-4-5 7-4-5 15-10-11 8-6-5 23-3-0 7-4-5 24-3-0 1-0-0 1-7-010-2-11-7-010-2-114.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [3:0-4-0,0-2-15], [4:0-8-0,0-2-15], [5:Edge,0-1-5], [12:0-3-0,0-3-0], [53:0-2-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.38 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.16 0.01 (loc) 13-14 13-14 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 543 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-9: 2x4 SPF No.2, 2-14,5-7: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-9 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. WEBS 1 Row at midpt 3-9, 4-9 REACTIONS.All bearings 9-11-8 except (jt=length) 14=0-3-8, 11=0-3-8, 11=0-3-8. (lb) - Max Horz 14=224(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 14 except 7=-214(LC 11), 10=-284(LC 16) Max Grav All reactions 250 lb or less at joint(s) 11 except 14=800(LC 2), 9=736(LC 2), 7=393(LC 1), 8=409(LC 3), 11=344(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-678/107, 4-5=-390/128, 2-14=-689/76, 5-7=-455/87 BOT CHORD 13-14=-245/399, 11-13=-86/419, 10-11=-86/419, 9-10=-86/419 WEBS 13-15=0/321, 9-15=-357/69, 4-9=-319/99, 2-13=-126/301, 5-9=-192/297 NOTES-(15-16) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-1-7, Exterior(2R) 3-1-7 to 20-1-9, Interior(1) 20-1-9 to 21-3-0, Exterior(2E) 21-3-0 to 24-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) The Fabrication Tolerance at joint 2 = 4%, joint 5 = 4% 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 7=214, 10=284. 13) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14) 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 February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss GE02 Truss Type GABLE Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332726 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:24:20 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-E9a27Cw0nGvQgpAmvteSWajHpOZk?iWw?W7AZUzjGt9 15) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 16) 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 b20000518 Truss J01 Truss Type Jack-Open Qty 15 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332727 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:24:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-E9a27Cw0nGvQgpAmvteSWajN?OXg?nhw?W7AZUzjGt9 Scale = 1:31.0 1 2 5 3 4 3x4 3x6 3-4-8 3-4-8 -1-0-0 1-0-0 3-4-8 3-4-8 1-7-05-6-44-11-25-6-414.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.40 0.45 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.02 -0.08 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=208/0-3-8, 3=80/Mechanical, 4=34/Mechanical Max Horz 5=125(LC 10) Max Uplift 3=-97(LC 10), 4=-20(LC 10) Max Grav 5=208(LC 1), 3=103(LC 17), 4=61(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss J02 Truss Type Jack-Open Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332728 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:24:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-iM7RKYxeYa1HIzkzSa9h3oGbaoxSkEx4EAtj5wzjGt8 Scale = 1:19.3 1 2 5 3 4 3x4 3x4 3-3-0 3-3-0 -1-0-0 1-0-0 3-3-0 3-3-0 1-1-03-3-02-9-133-3-08.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.22 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=203/0-3-8, 3=77/Mechanical, 4=32/Mechanical Max Horz 5=68(LC 10) Max Uplift 3=-45(LC 10) Max Grav 5=203(LC 1), 3=82(LC 17), 4=57(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss J03 Truss Type Jack-Open Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332729 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:24:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-iM7RKYxeYa1HIzkzSa9h3oGbPoxFkEx4EAtj5wzjGt8 Scale = 1:22.3 1 2 5 3 4 3x4 3x6 1-10-11 1-10-11 -1-0-0 1-0-0 1-10-11 1-10-11 1-7-03-9-814.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.23 0.24 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=161/0-3-8, 3=33/Mechanical, 4=13/Mechanical Max Horz 5=77(LC 10) Max Uplift 3=-62(LC 10), 4=-25(LC 10) Max Grav 5=161(LC 1), 3=52(LC 17), 4=37(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss J04 Truss Type Jack-Open Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332730 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:24:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-AYhpYtxGJt97w7J90Igwb?onFBJbThBDSqcHeMzjGt7 Scale = 1:13.8 1 2 5 3 42x4 3x4 1-7-5 1-7-5 -1-0-0 1-0-0 1-7-5 1-7-5 1-1-02-1-141-8-112-1-148.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=154/0-3-8, 3=22/Mechanical, 4=8/Mechanical Max Horz 5=38(LC 7) Max Uplift 3=-24(LC 10), 4=-3(LC 10) Max Grav 5=154(LC 1), 3=29(LC 17), 4=25(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss J05 Truss Type Jack-Open Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332731 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:24:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-ekFBlDyu4BH_XHuLa?B98DLxvbdjC8RMhUMqApzjGt6 Scale = 1:22.3 1 2 5 3 4 3x4 3x6 1-10-11 1-10-11 -1-0-0 1-0-0 1-10-11 1-10-11 1-7-03-9-83-2-63-9-814.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.23 0.24 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=161/0-3-8, 3=33/Mechanical, 4=13/Mechanical Max Horz 5=77(LC 10) Max Uplift 3=-62(LC 10), 4=-25(LC 10) Max Grav 5=161(LC 1), 3=52(LC 17), 4=37(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss J06 Truss Type Jack-Open Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332732 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:24:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-7xpZzZzWrUPr9RTX8jiOgQu7l?_3xbhWw85OiFzjGt5 Scale = 1:13.8 1 2 5 3 42x4 3x4 1-7-5 1-7-5 -1-0-0 1-0-0 1-7-5 1-7-5 1-1-02-1-141-8-112-1-148.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=154/0-3-8, 3=22/Mechanical, 4=8/Mechanical Max Horz 5=38(LC 7) Max Uplift 3=-24(LC 10), 4=-3(LC 10) Max Grav 5=154(LC 1), 3=29(LC 17), 4=25(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss J07 Truss Type Jack-Open Qty 2 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332733 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:24:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-b7NxAv_8coXinb2khQEdDeQDUPHWg2wf9orxEhzjGt4 Scale = 1:20.0 1 2 5 6 3 4 3x4 3x6 3-1-2 3-0-7 -1-10-3 1-10-3 3-1-2 3-1-2 1-7-03-4-86.95 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.48 0.28 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=276/0-5-12, 3=54/Mechanical, 4=20/Mechanical Max Horz 5=63(LC 10) Max Uplift 3=-40(LC 10) Max Grav 5=276(LC 1), 3=62(LC 17), 4=51(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-10-3 to 2-4-12, Exterior(2R) 2-4-12 to 3-0-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss J08 Truss Type Jack-Open Qty 7 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332734 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:24:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-3JxKNF_mN6fZOkdwF8lsmrzRWpd0PVApNSaUn8zjGt3 Scale = 1:20.5 1 2 5 3 4 3x4 3x4 3-7-8 3-7-8 -1-0-0 1-0-0 3-7-8 3-7-8 1-1-03-6-03-0-133-6-08.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.27 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=217/0-3-8, 3=88/Mechanical, 4=39/Mechanical Max Horz 5=76(LC 10) Max Uplift 3=-74(LC 10) Max Grav 5=217(LC 1), 3=107(LC 35), 4=77(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 76 lb down and 71 lb up at 3-6-12 on top chord, and 23 lb down at 3-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 4=-2(F) February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss J09 Truss Type Jack-Open Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332735 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:24:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-?i34ox01vjwHe2nJNYnKrG2oxcK7tPg6rm3br0zjGt1 Scale: 1/2"=1' 1 4 2 3 3x4 3x4 2-2-0 2-2-0 2-2-0 2-2-0 1-7-04-1-53-6-34-1-514.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.21 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.03 (loc) 3-4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=78/0-3-8, 2=55/Mechanical, 3=23/Mechanical Max Horz 4=58(LC 7) Max Uplift 2=-68(LC 10), 3=-16(LC 10) Max Grav 4=92(LC 19), 2=73(LC 17), 3=39(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) 2, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss J10 Truss Type Jack-Open Qty 18 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332736 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:24:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-?i34ox01vjwHe2nJNYnKrG2lTcGetPg6rm3br0zjGt1 Scale = 1:34.6 1 2 5 3 4 4x6 3x6 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-7-06-3-05-7-146-3-014.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.43 0.51 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.04 -0.10 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=231/0-3-8, 3=100/Mechanical, 4=41/Mechanical Max Horz 5=146(LC 10) Max Uplift 3=-117(LC 10), 4=-14(LC 10) Max Grav 5=231(LC 1), 3=127(LC 17), 4=72(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) 4 except (jt=lb) 3=117. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss J11 Truss Type Jack-Open Qty 6 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332737 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:24:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-TucS0H1fg128FCMVwGIZNUbxh0hscswF4Qp8OSzjGt0 Scale = 1:34.6 1 4 2 3 3x4 3x6 4-0-0 4-0-0 4-0-0 4-0-0 1-7-06-3-01-1-105-7-146-3-014.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.34 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 3-4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings Mechanical. (lb) - Max Horz 4=95(LC 17), 1=175(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2 Max Grav All reactions 250 lb or less at joint(s) 4, 2, 3, 1 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) 2. 7) Non Standard bearing condition. Review required. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 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.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss J12 Truss Type Jack-Open Qty 2 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332738 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:24:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-PHkDRy2vBeIsVWVu2hL1TvgKyqNK4mQYXjIFSLzjGt_ Scale = 1:15.1 1 2 5 3 42x4 3x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-1-02-5-01-11-132-5-08.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=164/0-3-8, 3=38/Mechanical, 4=14/Mechanical Max Horz 5=46(LC 10) Max Uplift 3=-30(LC 10), 4=-1(LC 10) Max Grav 5=164(LC 1), 3=44(LC 17), 4=33(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss J13 Truss Type Jack-Open Qty 5 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332739 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:24:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-PHkDRy2vBeIsVWVu2hL1TvgJYqK84mQYXjIFSLzjGt_ Scale: 1/2"=1' 1 2 5 3 4 3x4 3x6 2-2-0 2-2-0 -1-0-0 1-0-0 2-2-0 2-2-0 1-7-04-1-53-6-34-1-514.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.25 0.27 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.00 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=167/0-3-8, 3=42/Mechanical, 4=17/Mechanical Max Horz 5=85(LC 10) Max Uplift 3=-68(LC 10), 4=-24(LC 10) Max Grav 5=167(LC 1), 3=61(LC 17), 4=38(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss PB01 Truss Type GABLE Qty 11 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332740 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:24:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Mfszre49jFYakpfG96NVYKlged3VYggr_1nMWEzjGsy Scale = 1:22.0 2 3 4 6 1 5 4x6 2x4 2x4 2x4 5-4-11 5-4-11 2-8-6 2-8-6 5-4-11 2-8-6 3-1-120-1-40-1-814.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.08 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-4-11. (lb) - Max Horz 1=56(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 1=-144(LC 17), 5=-109(LC 18), 2=-141(LC 10), 4=-116(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 4, 6 except 2=268(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Bearing at joint(s) 1, 5, 2, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 lb uplift at joint 1, 109 lb uplift at joint 5, 141 lb uplift at joint 2 and 116 lb uplift at joint 4. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) 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.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss PB02 Truss Type GABLE Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332741 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:24:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-qsQL3_5oUZgRMzESjpuk4XIsU1P3H63_DhWv2gzjGsx Scale = 1:15.2 2 34 5 7 1 6 3x4 2x4 2x4 2x4 5x6 5-4-11 5-4-11 1-10-5 1-10-5 3-6-6 1-8-1 5-4-11 1-10-5 2-2-10-1-40-1-82-0-914.00 12 Plate Offsets (X,Y)-- [3:0-1-5,Edge], [4:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.12 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-4-11. (lb) - Max Horz 1=-39(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 2, 5 Max Grav All reactions 250 lb or less at joint(s) 1, 6, 2, 5, 7 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-2-7 to 1-10-5, Corner(3R) 1-10-5 to 3-6-6, Corner(3E) 3-6-6 to 5-2-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) 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) 1, 6, 2, 5. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss PB03 Truss Type GABLE Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332742 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:24:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-I2_jGK5QFtoH_7pfHXPzdlrz_Rj60Zi8SLGTa6zjGsw Scale = 1:37.6 2 3 456789 10 17 16 15 14 13 12 1 11 3x6 3x6 3x4 3x6 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 22-8-5 22-8-5 1-10-8 1-10-8 20-9-13 18-11-5 22-8-5 1-10-8 1-3-00-1-40-1-81-1-88.00 12 Plate Offsets (X,Y)-- [2:0-1-15,0-1-8], [3:0-3-0,0-0-2], [9:0-3-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.29 0.20 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 6-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud *Except* 10-16: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-8-5. (lb) - Max Horz 1=-20(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 13, 14, 15, 17, 10 except 1=-106(LC 23) Max Grav All reactions 250 lb or less at joint(s) 1, 11, 12, 10 except 2=310(LC 23), 13=342(LC 23), 14=315(LC 1), 15=320(LC 24), 17=320(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 8-13=-260/75 NOTES-(14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 1-10-8, Corner(3R) 1-10-8 to 4-9-13, Exterior(2N) 4-9-13 to 17-9-13, Corner(3R) 17-9-13 to 20-9-13, Corner(3E) 20-9-13 to 22-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) 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) 13, 14, 15, 17, 10 except (jt=lb) 1=106. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.).February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss PB04 Truss Type GABLE Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332743 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:24:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-ER5Uh07gnU2?DRz1OxRRiAwFDEOJUSmQvflaf?zjGsu Scale = 1:37.6 2 34 5 6 7 13 12 11 10 9 1 14 15 8 5x6 3x4 3x6 2x4 4x6 2x4 2x4 2x4 2x4 2x4 3x4 22-8-5 22-8-5 5-4-8 5-4-8 17-3-13 11-11-5 22-8-5 5-4-8 3-7-00-1-40-1-83-5-88.00 12 Plate Offsets (X,Y)-- [2:0-1-15,0-1-8], [3:0-4-4,0-2-4], [6:0-3-12,0-2-0], [7:0-1-15,0-1-8] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.56 0.22 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 3-6: 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud *Except* 7-12: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-8-5. (lb) - Max Horz 1=-63(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 10, 11, 13 except 1=-317(LC 17), 8=-280(LC 18), 2=-120(LC 10), 7=-103(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 8 except 2=542(LC 17), 9=320(LC 24), 10=336(LC 23), 11=335(LC 24), 13=317(LC 23), 7=518(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-10=-258/77, 4-11=-255/76 NOTES-(14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 3-3-5, Corner(3R) 3-3-5 to 8-4-8, Exterior(2N) 8-4-8 to 14-3-13, Corner(3R) 14-3-13 to 19-5-0, Corner(3E) 19-5-0 to 22-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) 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) 10, 11, 13 except (jt=lb) 1=317, 8=280, 2=120, 7=103. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss PB05 Truss Type GABLE Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332744 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:24:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-3bTly3CRNKo9xMQBlCYryRAKJfQlu9cJIbCusfzjGso Scale = 1:39.9 2 3 4 5 6 7 8 14 13 12 11 10 1 15 16 9 17 18 3x6 3x6 3x6 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 3x4 22-8-5 22-8-5 8-10-8 8-10-8 13-9-13 4-11-5 22-8-5 8-10-8 5-11-00-1-40-1-85-9-88.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-0-2], [6:0-3-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.33 0.28 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 65 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 *Except* 2-13: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 22-8-5. (lb) - Max Horz 1=-106(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 12, 14, 10, 8 except 1=-426(LC 17), 9=-203(LC 18) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 2=697(LC 17), 11=386(LC 26), 12=395(LC 25), 14=468(LC 17), 10=430(LC 18), 8=419(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-121/294 WEBS 3-14=-283/133, 7-10=-272/138 NOTES-(14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 3-3-5, Exterior(2N) 3-3-5 to 5-9-13, Corner(3R) 5-9-13 to 16-9-13, Exterior(2N) 16-9-13 to 19-5-0, Corner(3E) 19-5-0 to 22-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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, 12, 14, 10, 8 except (jt=lb) 1=426, 9=203. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss PB06 Truss Type GABLE Qty 8 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332745 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:24:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-?zaVNlDhux3tAfaasdbK1sFjIT7_M3yclvh?xXzjGsm Scale = 1:46.3 2 3 4 5 6 7 8 14 13 12 11 10 1 15 16 9 4x6 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 21-8-5 21-8-5 10-10-2 10-10-2 21-8-5 10-10-2 7-2-120-1-40-1-88.00 12 Plate Offsets (X,Y)-- [13:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.17 0.23 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 65 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-13: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-8-5. (lb) - Max Horz 1=-129(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 2, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 2, 8 except 13=438(LC 17), 12=364(LC 20), 14=323(LC 17), 11=445(LC 18), 10=317(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-13=-266/134, 6-11=-270/136 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 3-3-5, Exterior(2N) 3-3-5 to 7-10-2, Corner(3R) 7-10-2 to 13-10-2, Exterior(2N) 13-10-2 to 18-5-0, Corner(3E) 18-5-0 to 21-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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) 1, 2, 13, 14, 11, 10. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss PB07 Truss Type GABLE Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332746 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:24:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-xMiGnRFyQZJaQzky_2do6HL1lGpsqzsvCDA5?QzjGsk Scale = 1:39.1 2 3 45 6 7 8 14 13 12 11 10 1 15 16 9 17 18 5x6 3x4 3x6 2x4 4x6 2x4 2x4 2x4 2x4 2x4 3x4 21-8-5 21-8-5 8-11-2 8-11-2 12-9-3 3-10-1 21-8-5 8-11-2 5-11-70-1-40-1-85-9-158.00 12 Plate Offsets (X,Y)-- [4:0-1-4,0-0-13], [5:0-3-8,0-1-12], [5:0-0-0,0-1-12], [6:0-3-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.30 0.20 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 *Except* 2-13: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-8-5. (lb) - Max Horz 1=-107(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 14, 10, 8 except 1=-243(LC 17), 9=-211(LC 18) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 2=436(LC 17), 11=362(LC 2), 12=388(LC 17), 14=415(LC 17), 10=433(LC 18), 8=433(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-14=-263/143, 7-10=-274/145 NOTES-(14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 3-3-5, Exterior(2N) 3-3-5 to 5-11-2, Corner(3R) 5-11-2 to 15-9-3, Exterior(2N) 15-9-3 to 18-5-0, Corner(3E) 18-5-0 to 21-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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, 12, 14, 10, 8 except (jt=lb) 1=243, 9=211. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.).February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss PB08 Truss Type GABLE Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332747 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:24:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-ukq0C6GCyAZIfHtL5TfGBiQJI4WsIuiBgXfC4IzjGsi Scale = 1:35.9 2 3 4 567 8 14 13 12 11 10 1 15 16 9 3x6 3x4 3x6 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 3x4 21-8-5 21-8-5 5-5-2 5-5-2 16-3-3 10-10-1 21-8-5 5-5-2 3-7-70-1-40-1-83-5-158.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-0-2], [7:0-3-12,0-2-0], [8:0-1-15,0-1-8] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.55 0.17 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 4-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud *Except* 8-13: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-8-5. (lb) - Max Horz 1=-64(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 11, 12, 14, 8 except 1=-151(LC 17), 9=-288(LC 18) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 2=329(LC 1), 10=297(LC 1), 11=338(LC 23), 12=312(LC 24), 14=278(LC 23), 8=552(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-11=-262/78 NOTES-(14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 3-3-5, Corner(3R) 3-3-5 to 8-3-3, Exterior(2N) 8-3-3 to 13-3-3, Corner(3R) 13-3-3 to 18-5-0, Corner(3E) 18-5-0 to 21-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) 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, 10, 11, 12, 14, 8 except (jt=lb) 1=151, 9=288. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.).February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss PB09 Truss Type GABLE Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332748 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:24:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-IJV9r8J4F5xtWkcwnbDzpK2t3HYmVFleMVtshdzjGsf Scale = 1:36.5 2 3 4 567 8 9 10 17 16 15 14 13 12 1 18 11 3x6 3x6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 21-8-5 21-8-5 1-11-2 1-11-2 15-7-2 13-8-0 17-8-2 2-1-0 21-8-5 4-0-2 1-3-72-8-20-1-40-1-81-1-158.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.26 0.09 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 4-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 21-8-5. (lb) - Max Horz 1=46(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 12, 13, 15, 16, 17, 10 except 11=-112(LC 24), 2=-111(LC 23) Max Grav All reactions 250 lb or less at joint(s) 1, 11, 2 except 12=350(LC 1), 13=311(LC 23), 15=314(LC 1), 16=339(LC 23), 17=331(LC 23), 10=275(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 9-12=-270/79, 5-16=-257/78, 3-17=-261/99 NOTES-(14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 1-11-2, Corner(3R) 1-11-2 to 4-11-2, Exterior(2N) 4-11-2 to 15-7-2, Corner(3R) 15-7-2 to 18-5-0, Corner(3E) 18-5-0 to 21-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) 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) 1, 12, 13, 15, 16, 17, 10 except (jt=lb) 11=112, 2=111. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss PB10 Truss Type GABLE Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332749 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:24:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-B5lfgVMbJKRJ?Lwh0RHvzACauvrHR3SDH6r4qOzjGsb Scale = 1:17.1 2 34 5 7 1 6 3x4 3x4 2x4 2x4 4x6 9-0-5 9-0-5 3-3-2 3-3-2 5-9-3 2-6-1 9-0-5 3-3-2 2-2-10-1-40-1-82-0-98.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3], [4:0-4-4,0-2-4], [5:0-2-3,0-1-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.38 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-0-5. (lb) - Max Horz 1=-37(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 6, 2, 5 except 1=-105(LC 17) Max Grav All reactions 250 lb or less at joint(s) 1, 6, 7 except 2=396(LC 23), 5=330(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-280/148, 4-5=-277/146 NOTES-(14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 3-3-2, Corner(3R) 3-3-2 to 5-9-3, Corner(3E) 5-9-3 to 8-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) 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) 6, 2, 5 except (jt=lb) 1=105. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss T01 Truss Type Half Hip Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332750 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:24:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-fHJ2urMD4dZAcVVtZ8o8WOljVIB3AWrNWmbdMrzjGsa Scale = 1:28.3 1 2 3 6 4 5 3x4 3x4 3x4 2-11-2 2-11-2 3-4-8 0-5-6 -1-0-0 1-0-0 2-11-2 2-11-2 3-4-8 0-5-6 1-7-05-0-04-8-85-0-014.00 12 Plate Offsets (X,Y)-- [3:0-1-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.35 0.34 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.09 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=80/Mechanical, 6=208/0-3-8, 5=34/Mechanical Max Horz 6=109(LC 10) Max Uplift 4=-79(LC 10), 5=-17(LC 10) Max Grav 4=89(LC 17), 6=208(LC 1), 5=61(LC 3) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 2-11-2, Exterior(2E) 2-11-2 to 3-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearings are assumed to be: , Joint 6 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) 4, 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 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.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss T02 Truss Type Half Hip Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332751 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:24:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-bgQoJXOTbFquspeGhZrcbpq3y6tVeQLgz44kQjzjGsY Scale = 1:28.4 1 2 3 6 4 5 3x4 3x4 3x4 2-11-7 2-11-7 3-4-8 0-5-1 -1-0-0 1-0-0 2-11-7 2-11-7 3-4-8 0-5-1 1-7-05-0-54-8-135-0-514.00 12 Plate Offsets (X,Y)-- [3:0-1-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.35 0.34 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.09 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=80/Mechanical, 6=208/0-3-8, 5=34/Mechanical Max Horz 6=110(LC 10) Max Uplift 4=-80(LC 10), 5=-17(LC 10) Max Grav 4=90(LC 17), 6=208(LC 1), 5=61(LC 3) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 2-11-7, Exterior(2E) 2-11-7 to 3-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearings are assumed to be: , Joint 6 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) 4, 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 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.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss T03 Truss Type Half Hip Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332752 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:25:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-3s_AWtP5MYykTzDSFHMr80NDFWCvNtbpCkpHz9zjGsX Scale = 1:28.6 1 2 3 6 4 5 4x6 4x6 3x4 3-0-0 3-0-0 3-11-4 0-11-4 4-0-0 0-0-12 -1-0-0 1-0-0 3-0-0 3-0-0 4-0-0 1-0-0 1-7-05-1-014.00 12 Plate Offsets (X,Y)-- [3:0-2-11,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.44 0.40 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.04 -0.16 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=98/Mechanical, 6=231/0-3-8, 5=43/Mechanical Max Horz 6=111(LC 10) Max Uplift 4=-68(LC 10), 5=-11(LC 10) Max Grav 4=98(LC 1), 6=231(LC 1), 5=73(LC 3) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 3-0-0, Exterior(2E) 3-0-0 to 3-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearings are assumed to be: Joint 6 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) 4, 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 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.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss T04 Truss Type Half Hip Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332753 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:25:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-X2YYkDQk7s4b57ofo_t4gEwPrwaE6KryQOZrVczjGsW Scale = 1:21.8 1 2 3 6 4 5 5x6 3x4 3x4 1-10-5 1-10-5 3-11-4 2-1-0 4-0-0 0-0-12 -1-0-0 1-0-0 1-10-5 1-10-5 4-0-0 2-1-11 1-7-03-9-014.00 12 Plate Offsets (X,Y)-- [3:0-2-11,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.32 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 -0.11 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=100/Mechanical, 6=231/0-3-8, 5=42/Mechanical Max Horz 6=73(LC 10) Max Uplift 4=-38(LC 7) Max Grav 4=100(LC 1), 6=231(LC 1), 5=73(LC 3) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) Bearings are assumed to be: Joint 6 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) 4. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 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.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss T05 Truss Type Half Hip Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332754 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:25:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-?F6xxZQMuACSjHNrMhOJDRSd1JzJrn56f2IO12zjGsV Scale = 1:15.1 1 2 3 6 4 5 3x4 2x4 3x4 0-8-9 0-8-9 2-1-4 1-4-11 2-2-0 0-0-12 -1-0-0 1-0-0 0-8-9 0-8-9 2-2-0 1-5-7 1-7-02-5-014.00 12 Plate Offsets (X,Y)-- [3:0-1-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.17 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.01 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=42/Mechanical, 6=167/0-3-8, 5=16/Mechanical Max Horz 6=50(LC 9) Max Uplift 4=-23(LC 7), 5=-3(LC 7) Max Grav 4=49(LC 24), 6=167(LC 1), 5=36(LC 3) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearings are assumed to be: Joint 6 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) 4, 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 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.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss T06 Truss Type Half Hip Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332755 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:25:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-TRgJ8vR_fTKJLQy1wPvYmf?onjHaaELFui2yZUzjGsU Scale = 1:19.5 1 2 3 6 4 5 3x4 2x4 3x4 1-5-5 1-5-5 2-1-4 0-8-0 2-2-0 0-0-12 -1-0-0 1-0-0 1-5-5 1-5-5 2-2-0 0-8-11 1-7-03-3-314.00 12 Plate Offsets (X,Y)-- [3:0-1-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.17 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.03 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=42/Mechanical, 6=167/0-3-8, 5=16/Mechanical Max Horz 6=59(LC 10) Max Uplift 4=-35(LC 10), 5=-14(LC 10) Max Grav 4=42(LC 1), 6=167(LC 1), 5=36(LC 3) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) Bearings are assumed to be: Joint 6 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) 4, 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 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.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss T07 Truss Type Hip Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332756 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:25:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-ydEhMFScQnSAyaXDU6QnIsYtv7VYJS7P7MnV6xzjGsT Scale = 1:68.1 1 2 3 4 5 6 7 8 13 12 11 10 914 15 16 17 18 4x6 6x6 3x6 3x8 3x6 3x4 3x6 3x6 4x8 4x8 3x6 8-6-1 8-6-1 14-8-15 6-2-14 23-3-0 8-6-1 -1-0-0 1-0-0 4-4-4 4-4-4 8-6-1 4-1-12 14-8-15 6-2-14 18-10-12 4-1-12 23-3-0 4-4-4 24-3-0 1-0-0 1-7-011-6-11-7-011-6-114.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0], [5:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.67 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.38 0.02 (loc) 11-13 9-10 9 l/defl >999 >733 n/a L/d 240 180 n/a PLATES MT20 Weight: 132 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-11,5-11,5-10: 2x4 SPF No.2, 2-13,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS.(lb/size) 13=987/0-3-8, 9=987/0-3-8 Max Horz 13=251(LC 9) Max Grav 13=1105(LC 2), 9=1110(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-358/139, 3-4=-883/144, 4-5=-527/135, 5-6=-889/144, 6-7=-358/139, 2-13=-396/124, 7-9=-396/124 BOT CHORD 11-13=-109/664, 10-11=-3/568, 9-10=0/561 WEBS 4-11=-39/377, 5-10=-69/428, 3-13=-744/0, 6-9=-750/0 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-3-2, Exterior(2R) 4-3-2 to 18-11-12, Interior(1) 18-11-12 to 21-3-0, Exterior(2E) 21-3-0 to 24-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss T08 Truss Type Hip Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332757 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:25:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-u0MRnwTsyOiuCuhcbXTFNHdATx7UnVFiagGcApzjGsR Scale = 1:72.6 1 2 3 4 5 6 7 8 9 10 15 14 13 12 1116 17 18 19 3x6 4x6 8x8 3x6 3x6 3x8 3x6 3x4 3x6 3x6 6x8 6x8 3x6 9-7-12 9-7-12 13-7-4 3-11-7 23-3-0 9-7-12 -1-0-0 1-0-0 4-11-2 4-11-2 9-7-12 4-8-10 13-7-4 3-11-7 18-3-14 4-8-10 23-3-0 4-11-2 24-3-0 1-0-0 1-7-012-10-11-7-012-10-114.00 12 Plate Offsets (X,Y)-- [5:0-3-2,0-2-0], [6:0-2-11,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.90 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.40 -0.65 0.02 (loc) 13-15 11-12 11 l/defl >683 >425 n/a L/d 240 180 n/a PLATES MT20 Weight: 137 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 3-5,6-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-13,6-13,6-12: 2x4 SPF No.2, 2-15,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 6-13, 7-12, 4-15, 7-11 REACTIONS.(lb/size) 15=987/0-3-8, 11=987/0-3-8 Max Horz 15=-276(LC 8) Max Grav 15=1114(LC 2), 11=1114(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-431/155, 4-5=-861/161, 5-6=-499/150, 6-7=-861/161, 7-9=-431/155, 2-15=-457/143, 9-11=-457/143 BOT CHORD 13-15=-107/688, 12-13=-4/559, 11-12=0/580 WEBS 5-13=-69/409, 6-12=-95/445, 4-15=-706/13, 7-11=-708/13 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-4-14, Exterior(2R) 5-4-14 to 17-10-2, Interior(1) 17-10-2 to 21-3-0, Exterior(2E) 21-3-0 to 24-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss T09 Truss Type Piggyback Base Qty 10 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332758 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:25:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-u0MRnwTsyOiuCuhcbXTFNHdARxAbnVxiagGcApzjGsR Scale = 1:67.9 1 2 3 4 5 6 7 8 13 12 11 10 914 15 16 17 18 4x6 8x8 3x6 3x8 3x6 3x4 3x6 3x6 5x8 5x8 3x6 8-11-2 8-11-2 14-3-14 5-4-11 23-3-0 8-11-2 -1-0-0 1-0-0 4-6-13 4-6-13 8-11-2 4-4-5 14-3-14 5-4-11 18-8-3 4-4-5 23-3-0 4-6-13 24-3-0 1-0-0 1-7-012-0-01-7-012-0-014.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0], [5:0-2-11,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.76 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.47 0.02 (loc) 9-10 9-10 9 l/defl >954 >581 n/a L/d 240 180 n/a PLATES MT20 Weight: 134 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-11,5-11,5-10: 2x4 SPF No.2, 2-13,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-13 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 3-13, 6-9 REACTIONS.(lb/size) 13=987/0-3-8, 9=987/0-3-8 Max Horz 13=260(LC 9) Max Grav 13=1107(LC 2), 9=1111(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-387/142, 3-4=-873/150, 4-5=-515/141, 5-6=-877/150, 6-7=-388/142, 2-13=-421/128, 7-9=-421/128 BOT CHORD 11-13=-109/672, 10-11=-3/561, 9-10=0/567 WEBS 4-11=-50/387, 5-10=-79/435, 3-13=-724/2, 6-9=-728/2 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-5-12, Exterior(2R) 4-5-12 to 18-9-4, Interior(1) 18-9-4 to 21-3-0, Exterior(2E) 21-3-0 to 24-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss T10 Truss Type Piggyback Base Qty 2 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332759 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:25:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-qOTCCcV7U0ycRCq?jyVjTiiVvks3FPK_1_ljFizjGsP Scale = 1:67.9 1 2 3 4 5 6 7 12 11 10 9 813 14 15 16 17 4x6 8x8 3x4 3x6 3x8 3x6 3x4 3x6 3x6 5x8 5x8 8-11-2 8-11-2 14-3-14 5-4-11 23-3-0 8-11-2 -1-0-0 1-0-0 4-6-13 4-6-13 8-11-2 4-4-5 14-3-14 5-4-11 18-8-3 4-4-5 23-3-0 4-6-13 1-7-012-0-01-7-012-0-014.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0], [5:0-2-11,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.76 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.47 0.02 (loc) 8-9 8-9 8 l/defl >954 >580 n/a L/d 240 180 n/a PLATES MT20 Weight: 132 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-10,5-10,5-9: 2x4 SPF No.2, 2-12,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-8 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-10, 3-12, 6-8 REACTIONS.(lb/size) 12=989/0-3-8, 8=917/0-3-8 Max Horz 12=251(LC 7) Max Grav 12=1109(LC 2), 8=1052(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-387/142, 3-4=-875/150, 4-5=-516/141, 5-6=-882/150, 6-7=-361/105, 2-12=-421/128, 7-8=-331/84 BOT CHORD 10-12=-117/661, 9-10=-12/551, 8-9=0/561 WEBS 4-10=-49/388, 5-9=-78/441, 3-12=-725/1, 6-8=-734/4 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-5-12, Exterior(2R) 4-5-12 to 18-9-4, Interior(1) 18-9-4 to 20-1-4, Exterior(2E) 20-1-4 to 23-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss T11 Truss Type Hip Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332760 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:25:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Ib1aPyWlFJ4T3LPBGg0y?wFib8Gn_jC8GeVGn8zjGsO Scale: 1/8"=1' 1 2 345 67 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 29 30 8x8 6x8 4x8 6x8 3x4 5x8 5x12 5x6 5x6 4x6 4x6 4x6 5x8 4x8 4x8 5x10 MT18HS5x8 10x10 7-7-0 7-7-0 19-3-5 11-8-5 30-11-11 11-8-5 42-8-0 11-8-5 53-11-0 11-3-0 7-7-0 7-7-0 16-4-4 8-9-4 25-1-8 8-9-4 33-10-12 8-9-4 42-8-0 8-9-4 48-2-4 5-6-4 53-11-0 5-8-12 54-11-0 1-0-0 3-6-58-7-01-1-08-7-08.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-2-13], [8:0-4-0,0-2-13], [10:0-2-12,0-1-13], [10:Edge,0-3-12] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.41 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.52 0.12 (loc) 15-17 15-17 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 321 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 3-19,6-13: 2x4 SPF No.2, 1-20: 2x4 SPF-S Stud 10-12: 2x6 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-1 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-2 max.): 2-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-17, 5-15, 6-13, 1-20, 9-12 2 Rows at 1/3 pts 3-19 REACTIONS.(lb/size) 20=2141/0-3-8 (req. 0-3-13), 12=2216/0-3-8 (req. 0-3-14) Max Horz 20=-188(LC 8) Max Grav 20=2420(LC 2), 12=2464(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2508/69, 2-3=-2017/79, 3-5=-3785/100, 5-6=-4011/118, 6-8=-2714/78, 8-9=-3288/74, 9-10=-1357/18, 1-20=-2328/26, 10-12=-974/41 BOT CHORD 17-19=-154/3462, 15-17=-146/4052, 13-15=-88/3806, 12-13=0/2644 WEBS 2-19=0/994, 3-19=-2015/168, 3-17=0/968, 5-17=-511/113, 6-15=0/641, 6-13=-1553/182, 8-13=0/1420, 1-19=-20/2129, 9-12=-2080/35 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 11-9-15, Interior(1) 11-9-15 to 38-5-1, Exterior(2R) 38-5-1 to 46-10-15, Interior(1) 46-10-15 to 51-11-0, Exterior(2E) 51-11-0 to 54-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 20, 12 greater than input bearing size. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 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.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss T12 Truss Type Roof Special Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332761 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:25:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-mnbycIXN0dCKgV_NqNXBY7otZYVijBdHVIEpJazjGsN Scale = 1:100.1 1 2 34567 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 27 28 29 30 31 32 33 34 3x4 6x8 4x8 6x8 8x8 6x8 4x8 4x8 4x8 4x10 4x8 2x4 2x4 4x8 4x6 2x4 5x8 4x6 4x6 5x10 MT18HS 8x14 MT18HS 4x8 4x8 11-1-0 11-1-0 19-9-3 8-8-3 28-4-2 8-6-15 37-0-5 8-8-3 39-1-11 2-1-6 41-3-6 2-1-11 47-5-15 6-2-9 53-11-0 6-5-1 5-7-12 5-7-12 11-1-0 5-5-4 19-9-3 8-8-3 28-4-2 8-6-15 37-0-5 8-8-3 39-1-11 2-1-6 41-3-6 2-1-11 47-5-15 6-2-9 53-11-0 6-5-1 54-11-0 1-0-0 3-6-59-6-110-11-01-1-010-11-08.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-13], [7:0-4-4,0-3-0], [9:0-4-0,0-2-13], [14:Edge,0-6-12], [14:0-2-12,0-0-0], [15:0-2-8,0-2-0], [19:0-2-8,0-2-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.88 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.40 0.13 (loc) 20-22 20-22 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 346 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-24,4-20,7-20,2-25: 2x4 SPF No.2, 1-25: 2x4 SPF-S Stud 12-14: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-7 max.): 3-7, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-20, 8-19, 8-17, 8-16, 2-25 2 Rows at 1/3 pts 4-24 REACTIONS.(lb/size) 25=2141/0-3-8 (req. 0-3-14), 14=2216/0-3-8 (req. 0-3-14) Max Horz 25=-231(LC 8) Max Grav 25=2466(LC 2), 14=2455(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2626/101, 3-4=-2134/115, 4-6=-3196/113, 6-7=-3197/113, 7-8=-3166/121, 8-9=-2614/111, 9-10=-3182/94, 10-12=-3379/32, 12-14=-2311/57 BOT CHORD 24-25=-111/1738, 22-24=-64/3001, 20-22=-64/3001, 19-20=0/2729, 17-19=0/2802, 16-17=0/2799, 15-16=0/2714, 14-15=-13/773 WEBS 2-24=-55/669, 3-24=0/1067, 4-24=-1415/126, 4-22=0/446, 4-20=-39/354, 6-20=-530/153, 7-20=-131/834, 7-19=-42/798, 8-19=-402/135, 8-17=-281/0, 8-16=-886/106, 9-16=0/1269, 2-25=-2681/0, 12-15=0/1955 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-1-0, Exterior(2R) 8-1-0 to 14-1-0, Interior(1) 14-1-0 to 34-0-5, Exterior(2R) 34-0-5 to 37-0-5, Exterior(2E) 37-0-5 to 39-1-11, Exterior(2R) 39-1-11 to 44-3-6, Interior(1) 44-3-6 to 51-11-0, Exterior(2E) 51-11-0 to 54-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 25, 14 greater than input bearing size. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 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.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss T13 Truss Type Piggyback Base Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332762 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:25:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-bxyDtLb8bTzTOQSXBeebnO1qJzXK7tLAtEh8XEzjGsH Scale = 1:98.7 1 2 3 456 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 28 29 30 31 32 33 34 8x8 6x8 4x8 6x8 6x10 6x8 3x8 MT18HS 5x8 4x6 4x8 4x8 4x6 4x6 4x6 4x8 2x4 6x8 4x8 10x10 4x8 4x8 6-5-8 6-5-8 12-8-8 6-3-0 24-0-10 11-4-2 35-4-13 11-4-2 42-7-11 7-2-14 44-9-6 2-1-11 53-11-0 9-1-10 6-5-8 6-5-8 12-8-8 6-3-0 20-3-4 7-6-12 27-10-1 7-6-12 35-4-13 7-6-12 42-7-11 7-2-14 44-9-6 2-1-11 49-2-15 4-5-9 53-11-0 4-8-1 54-11-0 1-0-0 3-6-57-2-112-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-13], [7:0-4-0,0-2-13], [9:0-4-0,0-2-13], [11:0-2-12,0-1-13], [13:Edge,0-3-12], [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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.93 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.48 0.13 (loc) 17-18 17-18 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 344 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-21,4-21,4-18,6-18,6-17,7-17: 2x4 SPF No.2, 1-23: 2x4 SPF-S Stud 11-13: 2x6 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-6 max.): 3-7, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 17-18. WEBS 1 Row at midpt 4-21, 6-18, 6-17, 8-17, 8-14, 10-13 REACTIONS.(lb/size) 23=2141/0-3-8 (req. 0-3-13), 13=2216/0-3-8 (req. 0-3-14) Max Horz 23=-251(LC 8) Max Grav 23=2444(LC 2), 13=2476(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2368/66, 2-3=-2627/124, 3-4=-2121/136, 4-6=-2884/124, 6-7=-2631/143, 7-8=-3209/122, 8-9=-2783/83, 9-10=-3338/69, 10-11=-1254/26, 1-23=-2336/30, 11-13=-931/58 BOT CHORD 21-22=-74/1909, 18-21=-28/2711, 17-18=0/2880, 15-17=0/3197, 14-15=0/3198, 13-14=0/2575 WEBS 2-22=-711/51, 2-21=-105/405, 3-21=0/1081, 4-21=-1150/131, 4-18=0/602, 6-17=-583/172, 7-17=0/1347, 8-17=-834/142, 8-14=-1425/48, 9-14=0/1540, 10-14=-33/278, 1-22=0/2087, 10-13=-2151/41 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-8-8, Exterior(2R) 9-8-8 to 15-8-8, Interior(1) 15-8-8 to 32-4-13, Exterior(2R) 32-4-13 to 38-4-13, Interior(1) 38-4-13 to 42-7-11, Exterior(2R) 42-7-11 to 47-9-6, Interior(1) 47-9-6 to 51-11-0, Exterior(2E) 51-11-0 to 54-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 23, 13 greater than input bearing size. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 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.).February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss T14 Truss Type Piggyback Base Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332763 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:25:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-XK4_I1dO74DBekbwI3g3sp7AdmDzbprTLXAEb7zjGsF Scale = 1:91.1 1 2 3 456 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 25 26 27 28 29 30 31 32 8x8 6x8 4x8 6x8 4x8 8x8 5x10 MT18HS3x8 MT18HS 3x16 MT18HS 4x6 4x8 3x8 4x6 3x6 4x6 3x8 4x6 4x8 3x6 3x8 MT18HS 6-5-8 6-5-8 12-8-8 6-3-0 24-0-10 11-4-2 35-4-13 11-4-2 42-6-4 7-1-7 49-11-0 7-4-12 6-5-8 6-5-8 12-8-8 6-3-0 20-3-4 7-6-12 27-10-1 7-6-12 35-4-13 7-6-12 42-6-4 7-1-7 49-7-11 7-1-7 49-11-0 0-3-5 3-6-512-0-02-3-1412-0-08.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-13], [7:0-4-0,0-2-13], [11:0-3-8,Edge], [12:0-2-8,0-2-0], [19:0-2-8,0-2-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.92 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.44 -0.73 0.11 (loc) 14-15 14-15 11 l/defl >999 >811 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 283 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 11-13: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 10-11,1-20: 2x4 SPF-S Stud 3-18,4-18,4-15,6-15,6-14,7-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-6 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-18, 6-15, 6-14, 8-14 REACTIONS.(lb/size) 11=1985/Mechanical, 20=1985/0-3-8 (req. 0-3-9) Max Horz 20=-242(LC 6) Max Grav 11=2261(LC 2), 20=2270(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2167/1, 2-3=-2380/45, 3-4=-1914/71, 4-6=-2506/29, 6-7=-2074/64, 7-8=-2586/33, 8-10=-2644/0, 10-11=-2140/0, 1-20=-2164/0 BOT CHORD 18-19=-102/1750, 15-18=-64/2389, 14-15=-22/2442, 12-14=0/2123 WEBS 2-19=-644/31, 2-18=-109/349, 3-18=0/944, 4-18=-947/142, 4-15=0/425, 6-15=-16/282, 6-14=-768/157, 7-14=0/1030, 8-12=-355/59, 10-12=0/2108, 1-19=0/1911 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-5-9, Exterior(2R) 8-5-9 to 16-11-7, Interior(1) 16-11-7 to 31-1-14, Exterior(2R) 31-1-14 to 39-7-12, Interior(1) 39-7-12 to 46-9-4, Exterior(2E) 46-9-4 to 49-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 20 greater than input bearing size. 8) Bearings are assumed to be: Joint 20 SPF No.2 crushing capacity of 425 psi. 9) Refer to girder(s) for truss to truss connections. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss T15 Truss Type Piggyback Base Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332764 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:25:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-MTRFY4h9jwzKMf33fJnT64NAfBH3_XoLjTdZpmzjGs9 Scale = 1:97.8 1 2 3 456789 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 27 28 29 30 31 32 33 34 35 36 3x6 5x8 3x6 5x8 3x6 3x8 MT18HS 3x6 3x4 4x6 3x8 MT18HS 3x6 4x8 3x6 4x8 2x4 5x8 5x12 3x8 4x8 3x6 4x8 6x6 12x18 MT18HS 3x6 6-8-8 6-8-8 13-2-8 6-6-0 19-6-0 6-3-8 25-9-8 6-3-8 32-1-0 6-3-8 34-10-13 2-9-13 42-3-10 7-4-14 49-11-0 7-7-6 6-8-8 6-8-8 13-2-8 6-6-0 19-6-0 6-3-8 25-9-8 6-3-8 32-1-0 6-3-8 34-10-13 2-9-13 42-3-10 7-4-14 49-11-0 7-7-6 50-11-0 1-0-0 3-6-512-4-01-1-01-2-1412-4-08.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-0], [9:0-5-12,0-2-0], [14:Edge,0-10-2], [14:0-1-12,0-0-0], [15:0-2-8,0-2-0], [18:0-8-8,0-3-8], [20:0-3-8,0-2-8], [25:0-2-8,0-2-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.87 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.39 0.14 (loc) 20-21 20-21 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 290 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 9-11: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-25,3-23,18-20,10-17,10-15,1-25,12-15: 2x3 SPF No.2 1-26: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-14 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-23, 5-21, 6-21, 6-20, 6-18, 8-17, 10-17 REACTIONS.(lb/size) 26=1984/0-3-8, 14=2055/0-5-8 Max Horz 26=-251(LC 8) Max Grav 26=2233(LC 2), 14=2257(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2143/1, 3-4=-2293/56, 4-5=-2226/57, 5-6=-2226/57, 6-8=-2380/44, 8-9=-2171/53, 9-10=-2706/0, 10-12=-3076/0, 1-26=-2133/0, 12-14=-2133/3 BOT CHORD 23-25=-78/1742, 21-23=-46/1824, 20-21=0/2324, 8-18=-52/659, 17-18=0/2381, 15-17=0/2473, 14-15=-66/410 WEBS 3-25=-607/44, 3-23=-121/269, 4-23=-75/260, 4-21=-119/932, 5-21=-400/118, 6-21=-284/69, 6-20=-322/83, 18-20=-13/2249, 8-17=-905/155, 9-17=0/1180, 10-17=-507/152, 1-25=0/1882, 12-15=0/2099 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-11-9, Exterior(2R) 8-11-9 to 17-5-7 , Interior(1) 17-5-7 to 30-7-14, Exterior(2R) 30-7-14 to 39-1-12, Interior(1) 39-1-12 to 47-11-0, Exterior(2E) 47-11-0 to 50-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 12 = 8% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 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.).February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss T16 Truss Type Piggyback Base Qty 3 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332765 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:25:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-fqMu0TnY34sLik5QZHP6uZ9Pp0ei7iQNK3qQZszjGs2 Scale: 1/8"=1' 1 2 3 45678 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 27 28 29 30 31 32 33 34 4x8 6x8 4x8 6x8 4x8 3x8 MT18HS 3x6 2x4 2x4 5x12 3x8 MT18HS 4x6 4x8 3x6 6x10 4x6 3x6 4x6 2x4 8x8 6x10 4x6 4x6 6-8-8 6-8-8 13-2-8 6-6-0 20-7-12 7-5-4 28-1-0 7-5-4 34-10-13 6-9-13 42-3-10 7-4-14 49-11-0 7-7-6 6-8-8 6-8-8 13-2-8 6-6-0 20-7-12 7-5-4 28-1-0 7-5-4 34-10-13 6-9-13 42-3-10 7-4-14 49-11-0 7-7-6 50-11-0 1-0-0 3-6-512-4-01-1-01-2-1412-4-08.00 12 Plate Offsets (X,Y)-- [4:0-5-4,0-3-0], [8:0-5-4,0-3-0], [12:0-6-6,Edge], [17:0-5-8,0-2-0], [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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.87 1.00 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.42 0.17 (loc) 16-17 16-17 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 303 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-22,3-20,17-19,10-16,10-14,1-22: 2x3 SPF No.2 1-23: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 4-7-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-7 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-18, 4-20, 5-19, 10-16 REACTIONS.(lb/size) 23=1989/0-3-8, 12=2050/0-5-8 Max Horz 23=-240(LC 8) Max Grav 23=2238(LC 2), 12=2302(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2172/0, 3-4=-2319/53, 4-5=-2301/50, 5-7=-2579/35, 7-8=-2579/34, 8-10=-2765/0, 10-12=-3320/0, 1-23=-2137/0 BOT CHORD 20-22=-74/1755, 19-20=-43/1848, 16-17=0/2248, 14-16=0/2573, 12-14=0/2572 WEBS 7-17=-432/132, 3-22=-599/47, 3-20=-122/271, 4-20=-69/284, 4-19=-117/921, 5-19=-879/168, 17-19=-27/2287, 5-17=-37/525, 8-17=-151/706, 8-16=0/657, 10-16=-526/159, 10-14=0/373, 1-22=0/1900 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-11-9, Exterior(2R) 8-11-9 to 17-5-7 , Interior(1) 17-5-7 to 30-7-14, Exterior(2R) 30-7-14 to 39-1-12, Interior(1) 39-1-12 to 47-11-0, Exterior(2E) 47-11-0 to 50-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss T17 Truss Type Piggyback Base Qty 2 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332766 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:25:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-FWCBzGyKmNcMNt96NDfOTVktxfQ_P?aRYEDA13zjGrq Scale = 1:98.1 1 2 3 45678 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 27 28 29 30 31 32 33 34 35 36 4x8 6x8 4x8 6x8 4x8 4x10 4x6 3x6 2x4 4x6 3x8 MT18HS 3x6 2x4 3x8 4x10 4x8 5x8 6x10 3x8 4x6 2x4 6x10 4x6 4x6 3-9-12 3-9-12 10-4-2 6-6-6 16-10-8 6-6-6 24-3-12 7-5-4 31-9-0 7-5-4 38-6-13 6-9-13 45-11-11 7-4-14 53-7-0 7-7-6 8-6-8 8-6-8 16-10-8 8-4-0 24-3-12 7-5-4 31-9-0 7-5-4 38-6-13 6-9-13 45-11-11 7-4-14 53-7-0 7-7-6 54-7-0 1-0-0 1-1-012-4-01-1-01-2-1412-4-08.00 12 Plate Offsets (X,Y)-- [1:0-1-9,0-0-4], [2:0-4-5,0-2-0], [4:0-4-0,0-2-13], [8:0-4-0,0-2-13], [12:0-6-6,Edge], [17:0-6-12,0-4-0], [19:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.57 1.00 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.44 0.19 (loc) 16-17 18-19 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 321 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-17: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-23: 2x4 SPF-S Stud, 2-22,17-19,10-16,10-14: 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 2-5-7, Right 2x6 SPF No.2 4-7-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins, except 2-0-0 oc purlins (4-4-12 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 1 Row at midpt 5-20, 5-19, 7-16, 10-16 2 Rows at 1/3 pts 2-23 REACTIONS.(lb/size) 1=175/0-3-8, 23=2114/0-3-8 (req. 0-3-13), 12=2058/0-5-8 Max Horz 1=217(LC 7) Max Uplift 1=-35(LC 11) Max Grav 1=196(LC 23), 23=2421(LC 2), 12=2304(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2347/42, 4-5=-1857/76, 5-7=-2640/28, 7-8=-2259/48, 8-10=-2769/0, 10-12=-3322/0 BOT CHORD 22-23=-79/1592, 20-22=-54/1663, 19-20=-13/2313, 16-17=0/2647, 14-16=0/2574, 12-14=0/2573 WEBS 7-17=0/324, 2-23=-2596/0, 2-22=0/297, 2-20=-110/382, 4-20=0/859, 5-20=-957/116, 17-19=-13/2330, 5-17=-25/609, 7-16=-805/148, 8-16=0/1111, 10-16=-523/159, 10-14=0/371 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-7-9, Exterior(2R) 12-7-9 to 21-1-7, Interior(1) 21-1-7 to 34-3-14, Exterior(2R) 34-3-14 to 42-9-12, Interior(1) 42-9-12 to 51-7-0, Exterior(2E) 51-7-0 to 54-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 23 greater than input bearing size. 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) 1. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss T17 Truss Type Piggyback Base Qty 2 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332766 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:25:45 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-FWCBzGyKmNcMNt96NDfOTVktxfQ_P?aRYEDA13zjGrq 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job b20000518 Truss T18 Truss Type Piggyback Base Qty 2 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332767 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:26:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-UnJR_zTIeb1F1UyNPlxTia0FG_Ay_RomRQ8x33zjGr9 Scale = 1:103.3 1 2 3 4 56789 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 25 26 27 28 29 30 31 32 33 34 35 36 4x8 6x8 4x8 6x8 4x8 6x10 4x6 4x6 4x8 2x4 4x6 4x8 6x10 2x4 4x8 5x12 4x8 5x8 6x10 4x8 4x6 2x4 6x8 4x6 4x6 3-9-12 3-9-12 10-4-2 6-6-6 16-10-8 6-6-6 24-3-12 7-5-4 31-9-0 7-5-4 38-6-13 6-9-13 45-11-11 7-4-14 53-7-0 7-7-6 -1-0-0 1-0-0 8-6-8 8-6-8 16-10-8 8-4-0 24-3-12 7-5-4 31-9-0 7-5-4 38-6-13 6-9-13 45-11-11 7-4-14 53-7-0 7-7-6 54-7-0 1-0-0 1-1-012-4-01-1-01-2-1412-4-08.00 12 Plate Offsets (X,Y)-- [2:2-8-0,0-2-0], [2:0-2-13,0-1-0], [5:0-4-0,0-2-13], [9:0-4-0,0-2-13], [13:0-4-14,0-0-12], [18:0-6-12,0-4-4], [20:0-3-8,0-2-8], [24:0-4-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.43 0.69 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.32 0.14 (loc) 17-18 19-20 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 364 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 2-22: 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-24: 2x4 SPF-S Stud, 4-23,18-20,11-17,11-15: 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 3-10-5, Right 2x6 SPF No.2 4-6-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins, except 2-0-0 oc purlins (4-4-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-24, 6-21, 6-20, 8-17, 11-17 REACTIONS.(lb/size) 2=422/0-3-8, 24=1911/0-3-8, 13=2074/0-5-8 Max Horz 2=216(LC 7) Max Uplift 2=-61(LC 10) Max Grav 2=436(LC 23), 24=2222(LC 2), 13=2314(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-575/98, 4-5=-2420/41, 5-6=-1918/76, 6-8=-2713/25, 8-9=-2296/47, 9-11=-2817/0, 11-13=-3359/0 BOT CHORD 2-24=-144/426, 23-24=-93/1729, 21-23=-68/1785, 20-21=-17/2365, 17-18=0/2722, 15-17=0/2626, 13-15=0/2624 WEBS 8-18=0/371, 4-24=-2265/0, 4-21=-127/335, 5-21=0/897, 6-21=-940/121, 6-20=-267/103, 18-20=-17/2390, 6-18=-24/640, 8-17=-864/150, 9-17=0/1145, 11-17=-539/159, 11-15=0/345 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-7-9, Exterior(2R) 12-7-9 to 21-1-7, Interior(1) 21-1-7 to 34-3-14, Exterior(2R) 34-3-14 to 42-9-12, Interior(1) 42-9-12 to 51-7-0, Exterior(2E) 51-7-0 to 54-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearings are assumed to be: , Joint 13 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. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss T19 Truss Type Piggyback Base Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332768 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:26:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-yFOFm7hbP7IiBFKqSXGhRNmF6EITCb9QaEVug0zjGqt Scale = 1:99.6 1 2 3 4 5 678910 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 28 29 30 31 32 33 34 35 8x10 12x12 4x8 8x8 4x8 6x8 4x8 6x10 2x4 2x4 4x8 2x4 4x6 4x8 4x6 6x10 4x8 5x8 6x16 4x8 4x6 2x4 6x10 4x6 4x6 1-8-7 1-8-7 10-10-0 9-1-9 16-10-8 6-0-8 24-3-12 7-5-4 31-9-0 7-5-4 38-6-13 6-9-13 45-11-10 7-4-14 53-7-0 7-7-6 1-8-7 1-8-7 6-3-3 4-6-13 10-10-0 4-6-13 16-10-8 6-0-8 24-3-12 7-5-4 31-9-0 7-5-4 38-6-13 6-9-13 45-11-10 7-4-14 53-7-0 7-7-6 54-7-0 1-0-0 1-2-1011-4-012-4-01-1-00-2-1412-4-08.00 12 Plate Offsets (X,Y)-- [2:0-8-4,Edge], [6:0-4-0,0-2-13], [10:0-4-0,0-2-13], [14:0-5-14,0-1-5], [19:0-10-4,0-4-4], [21:0-3-8,0-2-8], [25:0-4-4,0-2-8], [26:0-1-4,0-0-0], [27:0-1-12 ,0-0-0], [27:Edge,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.73 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.47 0.19 (loc) 25-26 25-26 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 367 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 25-27: 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 1-27: 2x4 SPF-S Stud 5-24,2-26,4-26,4-25,22-25,19-21,12-18,12-16: 2x3 SPF No.2 SLIDER Right 2x6 SPF No.2 4-6-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-15 max.): 1-2, 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-24, 7-22, 7-21, 9-18, 12-18 REACTIONS.(lb/size) 27=2135/0-3-8, 14=2198/0-5-8 Max Horz 27=-207(LC 8) Max Grav 27=2345(LC 2), 14=2452(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-2000/0, 1-2=-3551/0, 2-4=-4628/0, 4-5=-3664/64, 5-6=-3636/176, 6-7=-2344/137, 7-9=-3005/121, 9-10=-2495/123, 10-12=-3053/102, 12-14=-3585/33 BOT CHORD 26-27=-165/497, 25-26=-25/3334, 21-22=0/2707, 18-19=0/3015, 16-18=0/2807, 14-16=0/2806 WEBS 5-25=-297/179, 9-19=0/516, 1-26=0/3596, 2-26=-2297/16, 4-26=0/716, 4-25=-494/104, 22-25=-4/2332, 6-25=-166/1399, 6-22=-76/627, 7-22=-794/135, 7-21=-329/96, 19-21=0/2736, 7-19=-33/566, 9-18=-1032/135, 10-18=0/1271, 12-18=-522/160, 12-16=0/341 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 1-8-7, Interior(1) 1-8-7 to 13-10-8, Exterior(2R) 13-10-8 to 19-10-8, Interior(1) 19-10-8 to 35-6-13, Exterior(2R) 35-6-13 to 41-6-13, Interior(1) 41-6-13 to 51-7-0, Exterior(2E) 51-7-0 to 54-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearings are assumed to be: , Joint 14 SPF No.2 crushing capacity of 425 psi. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss T20 Truss Type Piggyback Base Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332769 8.240 s Jul 27 2019 MiTek Industries, Inc. Thu Feb 20 13:49:16 2020 Page 1 PROBUILD-BUILDERS FIRST SOURCE, MOORESVILLE, IN 46158 ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-apqnmY3m5I015pDxxqBsgp_bU_2wzgcnTXhq8nzjDt1 Scale = 1:100.2 1 2 3 4 5 6 789 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 26 27 28 29 30 31 32 33 34 8x8 12x12 4x8 4x6 8x8 4x8 6x8 4x8 8x8 2x4 2x4 4x8 5x12 4x6 6x16 4x6 4x6 4x6 4x8 4x6 5x8 5x10 MT18HS 8x8 4x8 12-10-0 12-10-0 16-10-8 4-0-8 27-8-10 10-10-2 38-6-13 10-10-2 45-11-10 7-4-14 53-7-0 7-7-6 1-8-7 1-8-7 7-3-3 5-6-12 12-10-0 5-6-12 16-10-8 4-0-8 24-1-4 7-2-12 31-4-1 7-2-12 38-6-13 7-2-12 45-11-10 7-4-14 53-7-0 7-7-6 54-7-0 1-0-0 1-2-1011-4-012-4-02-3-141-0-012-4-08.00 12 Plate Offsets (X,Y)-- [2:0-7-0,Edge], [6:0-4-0,0-2-13], [10:0-4-0,0-2-13], [13:0-3-8,0-4-0], [15:Edge,0-3-8], [16:0-2-8,0-2-8], [23:0-2-8,0-4-0], [25:Edge,0-2-4], [25:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.86 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.68 0.13 (loc) 23-24 23-24 15 l/defl >999 >941 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 354 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 23-25: 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 1-25,13-15: 2x4 SPF-S Stud 1-24,6-23,6-21,7-21,7-19,9-19,9-18,10-18: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-12 max.): 1-2, 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-22, 7-21, 7-19, 9-18, 11-18 REACTIONS.(lb/size) 25=2129/0-3-8, 15=2201/0-5-8 Max Horz 25=232(LC 9) Max Grav 25=2371(LC 2), 15=2471(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-2044/0, 1-2=-3303/0, 2-3=-3887/36, 3-4=-3777/68, 4-5=-3559/78, 5-26=-3447/148, 6-26=-3431/171, 6-27=-2394/138, 7-27=-2393/138, 7-8=-2779/125, 8-9=-2779/125, 9-28=-2261/139, 10-28=-2261/139, 10-29=-2690/122, 11-29=-2813/102, 11-12=-2784/54, 12-13=-2882/16, 13-15=-2343/56 BOT CHORD 24-25=-179/539, 23-24=-43/3303, 21-30=-15/2723, 20-30=-15/2723, 20-31=-15/2723, 19-31=-15/2723, 19-32=0/2677, 32-33=0/2677, 18-33=0/2677, 17-18=0/2315, 17-34=0/2315, 16-34=0/2315 WEBS 1-24=0/3229, 2-24=-1524/142, 4-23=-624/140, 21-23=-15/2439, 6-23=-152/1397, 6-21=-105/497, 7-21=-740/155, 7-19=-48/276, 9-19=0/414, 9-18=-893/142, 10-18=0/1151, 11-16=-363/73, 13-16=0/2271 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 1-8-7, Interior(1) 1-8-7 to 13-10-8, Exterior(2R) 13-10-8 to 19-10-8 , Interior(1) 19-10-8 to 35-6-13, Exterior(2R) 35-6-13 to 41-6-13, Interior(1) 41-6-13 to 51-7-0, Exterior(2E) 51-7-0 to 54-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearings are assumed to be: , Joint 15 SPF No.2 crushing capacity of 425 psi. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).Continued on page 2 February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss T20 Truss Type Piggyback Base Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332769 8.240 s Jul 27 2019 MiTek Industries, Inc. Thu Feb 20 13:49:16 2020 Page 2 PROBUILD-BUILDERS FIRST SOURCE, MOORESVILLE, IN 46158 ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-apqnmY3m5I015pDxxqBsgp_bU_2wzgcnTXhq8nzjDt1 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss T21 Truss Type Piggyback Base Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332770 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:28:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-1DvdBVhfsdmwf0AnpTF9ItiSVibl98Edfe5o5izjGpa Scale = 1:106.7 12 3 4 5 6 7 891011 12 13 14 15 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 31 32 33 34 35 36 37 3x6 5x10 MT18HS 7x16 MT18HS 8x8 4x8 6x8 4x8 8x10 8x10 2x4 2x4 4x8 6x8 6x8 4x6 4x6 6x16 4x8 2x4 2x4 4x8 4x6 4x6 5x8 5x10 MT18HS 8x8 4x8 8x8 2x4 6x10 1-7-8 1-7-8 3-0-7 1-4-15 5-0-0 1-11-9 9-0-3 4-0-3 15-0-0 5-11-12 18-2-8 3-2-8 25-5-4 7-2-12 32-8-1 7-2-12 39-10-13 7-2-12 47-3-10 7-4-14 54-11-0 7-7-6 1-7-8 1-7-8 3-0-7 1-4-15 5-0-0 1-11-9 9-0-3 4-0-3 15-0-0 5-11-12 18-2-8 3-2-8 25-5-4 7-2-12 32-8-1 7-2-12 39-10-13 7-2-12 47-3-10 7-4-14 54-11-0 7-7-6 2-3-1012-5-02-3-140-1-01-0-012-4-08.00 12 9.75 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [2:0-3-8,0-3-0], [5:0-3-12,0-4-8], [8:0-4-0,0-2-13], [12:0-5-4,0-3-0], [16:Edge,0-3-8], [17:0-2-8,0-2-8], [25:0-4-4,Edge], [26:0-2-8,0-2-0], [28:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.87 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.57 0.32 (loc) 25-26 25-26 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 371 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-3: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 *Except* 29-30: 2x4 SPF No.2, 25-29: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 1-30,2-29,15-16,5-26,4-27,5-27,3-27: 2x4 SPF-S Stud 7-24,6-26,6-25,23-25,13-19,13-17: 2x3 SPF No.2 1-29: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins, except end verticals, and 2-0-0 oc purlins (2-5-3 max.): 1-3, 8-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 29-30. WEBS 1 Row at midpt 7-24, 6-25, 8-23, 9-23, 9-20, 11-20, 13-19 REACTIONS.(lb/size) 30=2183/0-3-8, 16=2184/Mechanical Max Horz 30=-240(LC 8) Max Grav 30=2427(LC 2), 16=2477(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-30=-2380/39, 1-2=-3809/63, 2-3=-6687/0, 3-4=-5951/0, 4-5=-6013/17, 5-6=-4622/24, 6-7=-3751/86, 7-8=-3694/169, 8-9=-2566/139, 9-11=-2813/135, 11-12=-2813/135, 12-13=-2900/123, 13-15=-2975/46, 15-16=-2357/26 BOT CHORD 29-30=-299/292, 28-29=-249/4265, 27-28=-81/7121, 26-27=-36/4333, 25-26=-31/3855, 22-23=-17/2903, 20-22=-17/2903, 19-20=0/2321, 17-19=0/2399 WEBS 7-25=-270/151, 1-29=-56/4429, 2-29=-2038/1, 3-28=-2510/7, 6-26=0/901, 6-25=-1105/105, 23-25=-30/2637, 8-25=-144/1784, 8-23=-145/297, 9-23=-768/147, 9-22=0/419, 11-20=-449/133, 12-20=-122/1024, 12-19=-25/480, 13-17=-371/86, 15-17=0/2383, 5-26=-842/38, 2-28=0/3336, 5-27=-53/1530, 3-27=-2289/43 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-0-7, Interior(1) 3-0-7 to 15-1-4, Exterior(2R) 15-1-4 to 21-2-8, Interior(1) 21-2-8 to 36-10-13, Exterior(2R) 36-10-13 to 42-10-13, Interior(1) 42-10-13 to 51-9-4, Exterior(2E) 51-9-4 to 54-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 30 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Continued on page 2 February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss T21 Truss Type Piggyback Base Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332770 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:28:10 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-VPT?OriHdxunGAlzNAmOr4FdF6x_ubUnuIrLd9zjGpZ NOTES-(11-12) 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss T22 Truss Type Piggyback Base Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332771 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:29:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-hLDRP2SA0_i_ihUu?CtxL9pDw55bPclv8xsdpZzjGob Scale = 1:106.0 12 3 4 5 6 789 10 11 12 13 14 15 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 31 32 33 34 35 36 37 38 39 3x6 10x10 8x16 4x8 8x8 6x8 5x8 6x8 4x8 10x16 MT18HS 2x4 2x4 8x16 4x8 10x16 8x16 4x8 2x4 4x6 4x6 4x8 4x6 5x8 5x10 MT18HS 8x8 4x8 10x10 1-7-8 1-7-8 3-0-7 1-4-15 5-11-11 2-11-4 15-0-0 9-0-5 16-7-10 1-7-10 23-5-10 6-10-0 30-3-10 6-10-0 31-4-8 1-0-14 40-4-13 9-0-5 47-6-10 7-1-14 54-11-0 7-4-6 1-7-8 1-7-8 3-0-7 1-4-15 9-0-3 5-11-13 15-0-0 5-11-13 16-7-10 1-7-10 23-5-10 6-10-0 30-3-10 6-10-0 31-4-8 1-0-14 35-10-10 4-6-2 40-4-13 4-6-2 47-6-10 7-1-14 54-11-0 7-4-6 2-3-1011-4-712-1-02-3-140-1-01-0-012-0-08.00 12 9.75 12 Plate Offsets (X,Y)-- [3:0-8-8,0-4-4], [7:0-4-0,0-2-12], [10:0-4-12,0-3-4], [12:0-4-0,0-2-13], [16:Edge,0-3-8], [17:0-2-8,0-2-8], [20:0-1-12,0-0-0], [21:0-0-0,0-2-12], [21:0-7-12 ,0-4-8], [26:0-5-0,0-3-12], [29:0-8-0,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.68 0.86 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.63 0.33 (loc) 26-27 26-27 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 408 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 26-29: 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 6-25: 2x6 SPF No.2, 1-29: 2x4 SPF 2100F 1.8E 7-24,8-24,8-23,8-22,9-22,9-20,10-20,11-20,11-18,12-18: 2x4 SPF BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-13 oc purlins, except end verticals, and 2-0-0 oc purlins (2-4-15 max.): 1-3, 7-9, 10-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 29-30. WEBS 1 Row at midpt 6-25, 5-26, 7-24, 8-24, 8-22, 9-22, 9-20, 11-18, 13-18 REACTIONS.(lb/size) 30=2184/0-3-8 (req. 0-3-13), 16=2184/Mechanical Max Horz 30=-230(LC 8) Max Grav 30=2427(LC 2), 16=2469(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-30=-2275/23, 1-2=-4354/25, 2-3=-6766/23, 3-5=-5769/0, 5-6=-3788/105, 6-7=-3559/175, 7-8=-2685/138, 8-9=-3106/137, 9-10=-3290/158, 10-11=-2951/147, 11-12=-2342/147, 12-13=-2906/134, 13-15=-2939/61, 15-16=-2346/37 BOT CHORD 29-30=-301/261, 28-29=-198/4637, 27-28=-75/7153, 26-27=-41/3891, 23-24=-6/3121, 22-23=-6/3121, 20-22=0/3108, 18-20=0/2660, 17-18=0/2369 WEBS 1-29=-12/4862, 2-29=-1269/14, 2-28=-32/2639, 3-28=-2770/5, 5-26=-1138/137, 24-26=-13/2840, 7-26=-96/2038, 7-24=-405/94, 8-24=-929/131, 8-23=0/397, 9-20=-1550/86, 10-20=-31/1258, 11-20=-25/872, 11-18=-977/131, 12-18=0/1224, 13-17=-395/81, 15-17=0/2347, 5-27=0/1619, 3-27=-2453/136 NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 3-0-7, Interior(1) 3-0-7 to 13-7-10, Exterior(2R) 13-7-10 to 19-7-10 , Interior(1) 19-7-10 to 30-3-10, Exterior(2R) 30-3-10 to 34-4-8, Interior(1) 34-4-8 to 37-4-13, Exterior(2R) 37-4-13 to 43-4-13, Interior(1) 43-4-13 to 51-9-4, Exterior(2E) 51-9-4 to 54-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 30 greater than input bearing size. 8) Bearings are assumed to be: Joint 30 SPF No.2 crushing capacity of 425 psi. 9) Refer to girder(s) for truss to truss connections. Continued on page 2 February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss T22 Truss Type Piggyback Base Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332771 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:29:12 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-hLDRP2SA0_i_ihUu?CtxL9pDw55bPclv8xsdpZzjGob NOTES-(13-14) 10) Bearing at joint(s) 30 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) 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 b20000518 Truss T23 Truss Type ROOF SPECIAL Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332772 8.240 s Jul 27 2019 MiTek Industries, Inc. Thu Feb 20 13:50:39 2020 Page 1 PROBUILD-BUILDERS FIRST SOURCE, MOORESVILLE, IN 46158 ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-emL9Bw4qYpTGYZ3tImAJYJwlzRN0wBl?YxIjXUzjDrk Scale = 1:106.1 12 3 4 5 67 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 30 31 32 33 34 35 36 37 38 3x6 5x8 7x16 MT18HS 5x10 MT18HS 6x8 5x6 5x6 3x6 8x8 4x6 5x8 3x16 MT18HS 6x8 6x8 6x8 5x12 8x16 3x6 5x8 3x6 4x8 3x6 3x12 3x8 MT18HS 6x6 3x6 6x10 2x4 6x6 1-7-8 1-7-8 3-0-7 1-4-15 5-1-0 2-0-10 13-1-10 8-0-10 15-0-0 1-10-6 26-9-10 11-9-10 31-1-10 4-4-0 40-7-11 9-6-1 47-8-1 7-0-7 54-11-0 7-2-15 1-7-8 1-7-8 3-0-7 1-4-15 5-1-0 2-0-10 8-1-0 3-0-0 13-1-10 5-0-10 15-0-0 1-10-6 20-10-13 5-10-13 26-9-10 5-10-13 31-1-10 4-4-0 35-10-10 4-9-0 40-7-11 4-9-0 47-8-1 7-0-7 54-11-0 7-2-15 2-3-109-0-711-11-12-3-140-1-01-0-01-0-011-10-18.00 12 9.75 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-14], [2:0-3-1,0-3-3], [3:0-7-10,0-3-6], [5:0-2-10,0-2-0], [6:0-7-12,0-2-0], [10:0-3-0,0-2-3], [12:0-3-12,0-2-0], [17:0-3-8,0-1-8], [22:0-4-9,0-2-0], [24:0-11-4,Edge], [27:0-3-8,0-3-0], [28:0-3-15,0-3-6] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.85 0.88 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.62 -1.26 0.36 (loc) 22-23 22-23 16 l/defl >999 >521 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 326 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 3-6: 2x6 SPF No.2, 6-9,9-10,10-12: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 28-29: 2x4 SPF No.2, 24-28: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 1-29,2-28,5-25,6-25,7-25,13-17,15-16,4-26,3-26,5-26: 2x4 SPF-S Stud 1-28: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-12 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 1-3, 6-9, 10-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 28-29. WEBS 1 Row at midpt 5-25, 7-25, 8-24, 8-22, 9-22, 9-20, 11-18, 13-18 REACTIONS.(lb/size) 29=2185/0-3-8, 16=2185/Mechanical Max Horz 29=232(LC 7) Max Uplift 29=-51(LC 10) Max Grav 29=2376(LC 2), 16=2437(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-29=-2331/120, 1-2=-3712/165, 2-3=-6505/230, 3-4=-5817/132, 4-5=-5876/181, 5-30=-3880/119, 6-30=-3808/139, 6-7=-3190/149, 7-31=-3428/156, 8-31=-3428/156, 8-9=-3862/105, 9-32=-3464/132, 10-32=-3407/152, 10-33=-2856/154, 11-33=-2855/154, 11-34=-2275/149, 12-34=-2275/149, 12-35=-2716/137, 13-35=-2828/117, 13-14=-2643/67, 14-15=-2820/40, 15-16=-2321/41 BOT CHORD 28-29=-293/283, 27-28=-268/4095, 26-27=-330/6924, 25-26=-167/3923, 24-25=-59/3421, 7-24=-1/987, 22-23=0/575, 22-36=0/3867, 21-36=0/3867, 20-21=0/3867, 20-37=0/2609, 19-37=0/2609, 18-19=0/2609, 18-38=0/2275, 17-38=0/2275 WEBS 1-28=-205/4334, 2-28=-1963/65, 2-27=-72/3219, 3-27=-2517/39, 5-25=-1016/148, 6-25=-13/1813, 7-25=-1044/92, 22-24=-112/3221, 8-24=-577/109, 8-22=-37/321, 9-20=-2244/126, 10-20=-10/1651, 11-20=-59/720, 11-18=-974/74, 12-18=0/1230, 13-17=-443/75, 15-17=0/2288, 3-26=-2192/158, 5-26=-30/1717 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-0-7, Interior(1) 3-0-7 to 10-1-10, Exterior(2R) 10-1-10 to 16-1-10 , Interior(1) 16-1-10 to 28-1-10, Exterior(2R) 28-1-10 to 34-1-10, Interior(1) 34-1-10 to 37-7-11, Exterior(2R) 37-7-11 to 43-7-11, Interior(1) 43-7-11 to 51-9-4, Exterior(2E) 51-9-4 to 54-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. Continued on page 2 February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss T23 Truss Type ROOF SPECIAL Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332772 8.240 s Jul 27 2019 MiTek Industries, Inc. Thu Feb 20 13:50:39 2020 Page 2 PROBUILD-BUILDERS FIRST SOURCE, MOORESVILLE, IN 46158 ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-emL9Bw4qYpTGYZ3tImAJYJwlzRN0wBl?YxIjXUzjDrk NOTES-(12-13) 8) Bearing at joint(s) 29 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 51 lb uplift at joint 29. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job b20000518 Truss T24 Truss Type Roof Special Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332773 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:29:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-5BQ?cthjJ7D86m0kAPEd9NeZ59yo5fJrl3ihWOzjGoH Scale = 1:105.1 12 3 4 56 7 891011 12 13 27 26 25 24 23 22 21 20 19 18 17 16 15 14 28 29 30 31 32 33 34 35 3x6 10x10 12x12 8x8 8x10 4x8 6x8 3x6 10x16 MT18HS 5x6 2x4 5x12 WB 8x8 5x10 MT18HS 8x16 8x8 12x12 2x4 5x8 3x6 5x12 5x10 MT18HS 3x8 MT18HS 4x8 10x10 1-7-8 1-7-8 3-0-7 1-4-15 4-8-4 1-7-13 9-7-10 4-11-6 15-0-0 5-4-6 23-3-10 8-3-10 27-7-10 4-4-0 35-10-10 8-3-0 44-1-11 8-3-0 54-11-0 10-9-5 1-7-8 1-7-8 3-0-7 1-4-15 6-4-0 3-3-10 9-7-10 3-3-10 15-0-0 5-4-6 23-3-10 8-3-10 27-7-10 4-4-0 35-10-10 8-3-0 44-1-11 8-3-0 49-5-1 5-3-7 54-11-0 5-5-15 2-3-106-8-79-7-12-3-140-1-01-0-09-6-18.00 12 9.75 12 Plate Offsets (X,Y)-- [3:0-6-12,Edge], [5:0-4-0,0-2-13], [6:0-2-8,0-2-8], [8:0-9-12,0-4-0], [10:0-4-0,Edge], [11:0-5-12,0-2-0], [14:Edge,0-2-4], [15:0-2-8,0-1-8], [19:0-2-8,Edge], [20:0-2-8,0-2-4], [22:0-10-0,0-6-8], [26:0-8-0,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.76 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.59 -1.12 0.38 (loc) 20-21 20-21 14 l/defl >999 >584 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 306 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 10-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 26-27: 2x6 SPF No.2, 22-26: 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 1-26,20-22: 2x4 SPF 2100F 1.8E 6-23,7-19,13-14,12-14: 2x4 SPF-S Stud, 8-17,11-17: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-5 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 1-3, 5-7, 8-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 26-27. WEBS 1 Row at midpt 6-23, 7-22, 8-17, 9-17, 11-15 2 Rows at 1/3 pts 7-19, 12-14 REACTIONS.(lb/size) 27=2187/0-3-8, 14=2185/Mechanical Max Horz 27=186(LC 7) Max Uplift 27=-38(LC 10) Max Grav 27=2376(LC 2), 14=2452(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-2220/81, 1-2=-4272/120, 2-3=-6679/151, 3-4=-6317/121, 4-5=-4458/101, 5-6=-3727/104, 6-7=-5321/106, 7-8=-4427/114, 8-9=-3355/121, 9-11=-3359/123, 11-12=-2915/97, 12-13=-294/54, 13-14=-274/38 BOT CHORD 26-27=-276/211, 25-26=-189/4484, 24-25=-224/7053, 23-24=-122/4424, 22-23=-47/5335, 19-20=0/5204, 17-19=0/3666, 15-17=0/2350, 14-15=0/2072 WEBS 6-22=0/1191, 1-26=-145/4770, 2-26=-1363/27, 2-25=-33/2620, 3-25=-2670/59, 5-23=0/2232, 6-23=-2222/56, 20-22=0/5232, 7-20=-623/80, 7-19=-2696/99, 8-19=-11/2459, 8-17=-503/82, 9-17=-567/166, 11-17=-55/1545, 11-15=-81/275, 12-15=-49/481, 12-14=-2779/30, 4-23=-979/105, 4-24=-15/1646, 3-24=-1969/105 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 3-0-7, Interior(1) 3-0-7 to 6-4-0, Exterior(2R) 6-4-0 to 12-7-10, Interior(1) 12-7-10 to 24-7-10, Exterior(2R) 24-7-10 to 30-7-10, Interior(1) 30-7-10 to 41-1-11, Exterior(2R) 41-1-11 to 47-1-11, Interior(1) 47-1-11 to 51-9-4, Exterior(2E) 51-9-4 to 54-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 27 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.Continued on page 2 February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss T24 Truss Type Roof Special Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332773 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:29:33 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-ZN_NpDiL4RL?kwbwk6lsibBkrZI1q6Y?ziSE2rzjGoG NOTES-(12-13) 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job b20000518 Truss TG01 Truss Type Hip Girder Qty 1 Ply 3 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332774 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:29:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-KwTPVyoMBuLth9CTCouk1HWEgn5qikiApyOfKNzjGo8 Scale = 1:27.9 1 2345 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 22 8x8 10x10 5x6 5x10 MT18HS 3x4 10x10 10x10 2x4 4x10 6x10 6x8 8x10 1-7-11 1-7-11 5-6-13 3-11-2 9-4-3 3-9-6 13-3-5 3-11-2 14-11-0 1-7-11 1-7-11 1-7-11 5-6-13 3-11-2 9-4-3 3-9-6 13-3-5 3-11-2 14-11-0 1-7-11 15-11-0 1-0-0 1-7-03-6-01-7-03-6-014.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-8], [2:0-7-0,0-1-12], [5:0-2-11,Edge], [6:Edge,0-1-5], [12:0-3-8,0-5-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.42 0.45 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.15 0.02 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 260 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 2-5: 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 2-11,4-11,4-9,1-13,6-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 13=10191/0-3-8, 8=6486/0-3-8 Max Horz 13=-85(LC 4) Max Uplift 8=-217(LC 4) Max Grav 13=11202(LC 23), 8=6978(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6877/0, 2-3=-10614/0, 3-4=-10613/0, 4-5=-3856/290, 5-6=-5686/415, 1-13=-11329/0, 6-8=-7267/507 BOT CHORD 11-12=0/4412, 10-11=0/10507, 9-10=0/10507 WEBS 2-12=-120/386, 2-11=0/7888, 4-11=-468/1188, 4-10=-21/5218, 4-9=-8634/0, 5-9=-187/4097, 1-12=0/5431, 6-9=-354/4605 NOTES-(14-15) 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 0-7-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) The Fabrication Tolerance at joint 1 = 12% 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=217. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) 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 February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss TG01 Truss Type Hip Girder Qty 1 Ply 3 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332774 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:29:41 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-KwTPVyoMBuLth9CTCouk1HWEgn5qikiApyOfKNzjGo8 NOTES-(14-15) 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2695 lb down and 95 lb up at 0-1-12, 87 lb down and 87 lb up at 1-7-11, 93 lb down and 84 lb up at 3-5-8, 93 lb down and 84 lb up at 5-5-8, 93 lb down and 84 lb up at 7-5-8, 93 lb down and 84 lb up at 9-5-8, and 93 lb down and 84 lb up at 11-5-8, and 87 lb down and 87 lb up at 13-3-5 on top chord, and 43 lb down at 1-8-7, 2457 lb down at 2-0-12, 43 lb down at 3-5-8, 2451 lb down at 4-0-12, 43 lb down at 5-5-8, 2417 lb down at 6-0-12, 43 lb down at 7-5-8, 2436 lb down at 8-0-12, 2338 lb down and 72 lb up at 9-4-4, 43 lb down at 9-5-8, 2185 lb down and 1119 lb up at 11-5-0, and 43 lb down at 11-5-8, and 43 lb down at 13-2-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-6=-60, 6-7=-60, 8-13=-20 Concentrated Loads (lb) Vert: 1=-2437 2=-28(B) 5=-28(B) 12=-2183(F=-2164, B=-19) 11=-19(B) 3=-28(B) 10=-2131(F=-2112, B=-19) 4=-28(B) 9=-19(B) 14=-28(B) 15=-28(B) 16=-28(B) 17=-19(B) 18=-2164(F) 19=-2165(F) 20=-19(B) 21=-2165(F) 22=-1921(F=-1902, B=-19) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332775 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:29:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-94qgl0t7nk60P4fcZ2?8GYmDPC7r6Tu3BurzY1zjGo2 Scale = 1:70.2 1 2 345 67 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 5x6 3x6 5x6 4x10 4x6 4x6 3x8 4x8 4x8 3x6 4x6 3x6 4x6 3x6 4x6 4x6 3x6 4x8 2-7-14 2-7-14 12-10-5 10-2-7 23-0-11 10-2-7 33-3-2 10-2-7 39-11-0 6-7-14 2-7-14 2-7-14 10-3-11 7-7-13 17-11-8 7-7-13 25-7-5 7-7-13 33-3-2 7-7-13 39-11-0 6-7-14 3-9-05-6-41-1-05-6-48.00 12 Plate Offsets (X,Y)-- [2:0-4-4,0-2-4], [8:0-4-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.54 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.22 -0.27 0.06 (loc) 13-15 13-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 374 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2: 2x4 SPF-S Stud BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-16,6-11: 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 4-1-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-8 max.): 2-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 10=1938/0-3-8, 17=1922/Mechanical Max Horz 17=-127(LC 4) Max Uplift 10=-939(LC 4), 17=-1099(LC 5) Max Grav 10=2296(LC 36), 17=2341(LC 38) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1480/715, 2-3=-1222/617, 3-5=-4094/1985, 5-6=-4587/2219, 6-8=-2642/1255, 8-10=-3344/1505, 1-17=-2399/1112 BOT CHORD 15-16=-1824/3638, 13-15=-2301/4642, 11-13=-2117/4352, 10-11=-1158/2629 WEBS 2-16=-127/472, 3-16=-2856/1492, 3-15=-411/1163, 5-15=-705/464, 6-13=-177/634, 6-11=-2041/1142, 8-11=-626/1530, 1-16=-954/1987 NOTES-(14-15) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Bearings are assumed to be: , Joint 10 SPF No.2 crushing capacity of 425 psi. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=939, 17=1099. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) 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 February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332775 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:29:47 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-94qgl0t7nk60P4fcZ2?8GYmDPC7r6Tu3BurzY1zjGo2 NOTES-(14-15) 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 73 lb down and 101 lb up at 1-11-4, 93 lb down and 106 lb up at 3-11-4, 93 lb down and 106 lb up at 5-11-4, 93 lb down and 106 lb up at 7-11-4, 93 lb down and 106 lb up at 9-11-4, 93 lb down and 106 lb up at 11-11-4, 93 lb down and 106 lb up at 13-11-4, 93 lb down and 106 lb up at 15-11-4, 93 lb down and 106 lb up at 17-11-4, 93 lb down and 106 lb up at 19-11-4, 93 lb down and 106 lb up at 21-11-4, 93 lb down and 106 lb up at 23-11-4, 93 lb down and 106 lb up at 25-11-4, 93 lb down and 106 lb up at 27-11-4, 93 lb down and 106 lb up at 29-11-4, and 93 lb down and 106 lb up at 31-11-4, and 74 lb down and 102 lb up at 33-11-4 on top chord, and 35 lb down and 35 lb up at 1-11-4, 38 lb down and 39 lb up at 3-11-4, 38 lb down and 39 lb up at 5-11-4, 38 lb down and 39 lb up at 7-11-4, 38 lb down and 39 lb up at 9-11-4, 38 lb down and 39 lb up at 11-11-4, 38 lb down and 39 lb up at 13-11-4, 38 lb down and 39 lb up at 15-11-4, 38 lb down and 39 lb up at 17-11-4, 38 lb down and 39 lb up at 19-11-4, 38 lb down and 39 lb up at 21-11-4, 38 lb down and 39 lb up at 23-11-4, 38 lb down and 39 lb up at 25-11-4, 38 lb down and 39 lb up at 27-11-4, 38 lb down and 39 lb up at 29-11-4, 38 lb down and 39 lb up at 31-11-4, and 35 lb down and 36 lb up at 33-11-4, and 109 lb down and 99 lb up at 35-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-8=-60, 8-10=-60, 10-17=-20 Concentrated Loads (lb) Vert: 14=-14(B) 5=-20(B) 12=-14(B) 18=-20(B) 19=-20(B) 20=-20(B) 21=-20(B) 22=-20(B) 23=-20(B) 24=-20(B) 25=-20(B) 26=-20(B) 27=-20(B) 28=-20(B) 29=-20(B) 30=-20(B) 31=-20(B) 32=-20(B) 33=-20(B) 34=-14(B) 35=-14(B) 36=-14(B) 37=-14(B) 39=-14(B) 41=-14(B) 42=-14(B) 44=-14(B) 46=-14(B) 47=-14(B) 48=-14(B) 51=-14(B) 52=-14(B) 53=-14(B) 54=-14(B) 55=-96(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 b20000518 Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332776 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:29:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-5SyQAhvNJLMkeNp?gT2cLzrVJ0lmaMULfCK4cvzjGo0 Scale = 1:99.5 1 2 345 6 78 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 31 32 33 34 3536 37 38 8x8 6x8 4x8 8x8 8x16 4x8 5x12 3x6 4x6 5x8 4x8 5x8 5x12 4x6 4x6 4x6 8x10 6x18 MT18HS 7x16 MT18HS 2x4 8x16 5x10 MT18HS 8-6-3 8-6-3 19-0-6 10-6-2 29-6-8 10-6-2 33-10-8 4-4-0 39-11-0 6-0-8 46-7-4 6-8-4 53-7-0 6-11-12 8-6-3 8-6-3 15-6-5 7-0-2 22-6-6 7-0-2 29-6-8 7-0-2 33-10-8 4-4-0 39-11-0 6-0-8 46-7-4 6-8-4 53-7-0 6-11-12 2-3-145-1-58-0-04-1-51-0-08-0-08.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-2-13], [6:0-4-0,0-2-13], [14:0-9-8,0-5-12], [15:Edge,0-3-8], [16:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.76 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.49 -0.90 0.16 (loc) 16 16 12 l/defl >999 >709 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 342 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 8-15: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-21,3-21,5-17,6-17,1-21: 2x4 SPF No.2 14-16,8-13,11-13: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-14 oc purlins, except end verticals, and 2-0-0 oc purlins (2-3-9 max.): 2-6, 7-11. BOT CHORD Rigid ceiling directly applied or 9-9-2 oc bracing. WEBS 1 Row at midpt 11-12, 3-21, 5-19, 5-17, 8-13 2 Rows at 1/3 pts 7-17 REACTIONS.(lb/size) 12=2133/0-3-8 (req. 0-3-12), 22=2132/Mechanical Max Horz 22=170(LC 5) Max Uplift 12=-494(LC 5), 22=-52(LC 5) Max Grav 12=2394(LC 37), 22=2358(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2879/150, 2-3=-2321/149, 3-5=-3892/263, 5-6=-4190/332, 6-7=-5007/406, 7-8=-6951/1087, 8-10=-4025/811, 10-11=-4025/811, 11-12=-2280/496, 1-22=-2234/92 BOT CHORD 19-21=-310/3468, 17-19=-374/4097, 16-17=-667/6239, 15-16=-50/467, 8-14=0/1340, 13-14=-1145/7023 WEBS 2-21=-33/1200, 3-21=-1750/231, 3-19=-38/1024, 5-19=-590/181, 5-17=-177/270, 6-17=-194/2435, 7-17=-3025/471, 7-16=-1220/192, 14-16=-625/5867, 7-14=-541/1005, 8-13=-3454/328, 10-13=-454/289, 11-13=-935/4541, 1-21=-72/2238 NOTES-(15-16) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 12 greater than input bearing size. 8) Bearings are assumed to be: , Joint 12 SPF No.2 crushing capacity of 425 psi. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22 except (jt=lb) 12=494. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) 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 February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332776 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:29:49 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-5SyQAhvNJLMkeNp?gT2cLzrVJ0lmaMULfCK4cvzjGo0 NOTES-(15-16) 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 71 lb down and 71 lb up at 39-11-12, 68 lb down and 69 lb up at 40-11-12, 68 lb down and 69 lb up at 42-11-12, 68 lb down and 69 lb up at 44-11-12, and 68 lb down and 69 lb up at 46-11-12, and 68 lb down and 69 lb up at 48-11-12 on top chord, and 27 lb down and 28 lb up at 39-9-4, 26 lb down and 35 lb up at 40-11-12, 26 lb down and 35 lb up at 42-11-12, 26 lb down and 35 lb up at 44-11-12, 26 lb down and 35 lb up at 46-11-12, 26 lb down and 35 lb up at 48-11-12, and 18 lb down and 25 lb up at 50-3-0, and 12 lb down and 14 lb up at 51-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 15) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 16) 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: 1-2=-60, 2-6=-60, 6-7=-60, 7-11=-60, 15-22=-20, 12-14=-20 Concentrated Loads (lb) Vert: 15=-3(B) 32=1(B) 33=1(B) 34=1(B) 35=1(B) 36=1(B) 37=-1(B) 38=-2(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 b20000518 Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332777 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:29:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-afWpN1v?3fUbGXOBEBZruAOqzPGdJ1nVus3e9MzjGo? Scale = 1:21.6 1 2 34 7 6 5 2x4 4x6 2x4 3x4 4x8 3x6 1-9-11 1-9-11 3-4-8 1-6-13 -1-0-0 1-0-0 1-9-11 1-9-11 3-4-8 1-6-13 1-7-03-8-514.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.02 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 7 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=116/Mechanical, 7=209/0-3-8 Max Horz 7=108(LC 5) Max Uplift 5=-79(LC 5), 7=-19(LC 8) Max Grav 5=139(LC 31), 7=218(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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) Bearings are assumed to be: Joint 7 SPF No.2 crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 71 lb up at 1-9-12 on top chord, and 32 lb down at 1-9-12 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: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-7(B) 3=-3(B) February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss TG05 Truss Type Hip Girder Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332778 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:29:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-2r4BbNweqzcSuhzOou44ROwuipa12SFe6WpBhozjGo_ Scale = 1:25.6 1 23 4 7 6 5 8 9 10 11 12 10x10 4x10 10x10 4x8 4-10-14 4-10-14 5-4-2 0-5-4 10-3-0 4-10-14 4-10-14 4-10-14 5-4-2 0-5-4 10-3-0 4-10-14 1-1-04-4-41-1-04-4-48.00 12 Plate Offsets (X,Y)-- [1:Edge,0-8-2], [2:0-0-0,0-1-12], [2:0-2-6,0-1-15], [4:Edge,0-8-2], [5:0-1-12,0-0-0], [7:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.14 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=466/0-3-8, 5=482/0-3-8 Max Horz 7=-80(LC 4) Max Uplift 7=-77(LC 8), 5=-69(LC 9) Max Grav 7=486(LC 35), 5=503(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-518/154, 2-3=-370/146, 3-4=-520/158, 1-7=-409/113, 4-5=-410/110 WEBS 3-6=0/306, 1-6=-136/314, 4-6=-151/300 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) 7, 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 116 lb down and 114 lb up at 4-10-14, and 116 lb down and 114 lb up at 5-4-2 on top chord, and 51 lb down at 1-6-12, 51 lb down at 3-6-12, 47 lb down and 47 lb up at 4-10-14, 47 lb down and 47 lb up at 5-4-2, 51 lb down at 5-6-12, and 51 lb down at 7-6-12, and 60 lb down at 9-6-12 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 Continued on page 2 February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss TG05 Truss Type Hip Girder Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332778 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:29:51 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-2r4BbNweqzcSuhzOou44ROwuipa12SFe6WpBhozjGo_ LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-7(F) 8=-28(B) 9=-28(B) 10=-28(B) 11=-28(B) 12=-33(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 b20000518 Truss TG06 Truss Type Roof Special Girder Qty 1 Ply 2 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332779 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:30:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-DyELv83XFL?uiNJVxinfNiuqAF907H0GejzGZfzjGnp Scale = 1:92.0 1 234 5 67 8 9 10 11 12 13 21 20 19 18 17 16 15 14 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 6x8 3x4 4x8 6x8 5x8 5x6 5x6 4x6 4x8 2x4 4x6 4x6 4x6 4x6 5x8 4x6 4x6 4x8 4x8 5x8 5x8 11-9-2 11-9-2 23-2-12 11-5-10 34-8-6 11-5-10 46-2-0 11-5-10 53-11-0 7-9-0 7-11-4 7-11-4 15-7-0 7-7-12 23-2-12 7-7-12 30-10-8 7-7-12 38-6-4 7-7-12 46-2-0 7-7-12 53-11-0 7-9-0 54-11-0 1-0-0 6-3-01-1-06-3-08.00 12 Plate Offsets (X,Y)-- [10:0-4-0,0-2-13], [12:0-4-14,0-1-0], [21:Edge,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.43 0.88 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.39 -0.57 0.15 (loc) 16-18 16-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 573 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-21,4-18,7-18,8-14: 2x4 SPF No.2 SLIDER Right 2x4 SPF-S Stud 4-8-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-4 max.): 1-10. BOT CHORD Rigid ceiling directly applied or 8-9-6 oc bracing. WEBS 1 Row at midpt 2-21, 8-14 REACTIONS.(lb/size) 21=2934/0-3-8, 12=2944/0-3-8 Max Horz 21=-164(LC 4) Max Uplift 21=-1625(LC 4), 12=-1241(LC 4) Max Grav 21=3522(LC 33), 12=3421(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-300/251, 2-4=-5534/2361, 4-5=-7846/3278, 5-7=-7846/3278, 7-8=-7408/3162, 8-10=-4084/1727, 10-12=-5112/2074 BOT CHORD 20-21=-1867/4073, 18-20=-2877/6592, 16-18=-3368/7841, 14-16=-2862/6611, 12-14=-1607/4056 WEBS 2-21=-4935/2288, 2-20=-937/2721, 4-20=-1856/944, 4-18=-538/1618, 5-18=-572/383, 7-16=-729/460, 8-16=-458/1515, 8-14=-3160/1570, 10-14=-923/2466 NOTES-(12-13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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) 21=1625, 12=1241. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss TG06 Truss Type Roof Special Girder Qty 1 Ply 2 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332779 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:30:02 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-DyELv83XFL?uiNJVxinfNiuqAF907H0GejzGZfzjGnp NOTES-(12-13) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 lb down and 124 lb up at 0-6-12, 109 lb down and 129 lb up at 2-6-12, 109 lb down and 129 lb up at 4-6-12, 109 lb down and 129 lb up at 6-6-12, 109 lb down and 129 lb up at 8-6-12, 109 lb down and 129 lb up at 10-6-12, 109 lb down and 129 lb up at 12-6-12, 109 lb down and 129 lb up at 14-6-12, 109 lb down and 129 lb up at 16-6-12, 86 lb down and 94 lb up at 18-6-12, 86 lb down and 94 lb up at 20-6-12, 86 lb down and 94 lb up at 22-6-12, 86 lb down and 94 lb up at 24-6-12, 86 lb down and 94 lb up at 26-6-12, 86 lb down and 94 lb up at 28-6-12, 109 lb down and 129 lb up at 30-6-12, 109 lb down and 129 lb up at 32-6-12, 109 lb down and 129 lb up at 34-6-12, 109 lb down and 129 lb up at 36-6-12, 109 lb down and 129 lb up at 38-6-12, 109 lb down and 129 lb up at 40-6-12, 109 lb down and 129 lb up at 42-6-12, and 109 lb down and 129 lb up at 44-6-12, and 104 lb down and 131 lb up at 46-2-0 on top chord, and 46 lb down and 28 lb up at 0-6-12, 42 lb down and 34 lb up at 2-6-12, 42 lb down and 34 lb up at 4-6-12, 42 lb down and 34 lb up at 6-6-12, 42 lb down and 34 lb up at 8-6-12, 42 lb down and 34 lb up at 10-6-12, 42 lb down and 34 lb up at 12-6-12, 42 lb down and 34 lb up at 14-6-12, 42 lb down and 34 lb up at 16-6-12, 22 lb down at 18-6-12, 22 lb down at 20-6-12, 22 lb down at 22-6-12, 22 lb down at 24-6-12, 22 lb down at 26-6-12, 22 lb down at 28-6-12, 42 lb down and 34 lb up at 30-6-12, 42 lb down and 34 lb up at 32-6-12, 42 lb down and 34 lb up at 34-6-12, 42 lb down and 34 lb up at 36-6-12, 42 lb down and 34 lb up at 38-6-12, 42 lb down and 34 lb up at 40-6-12, 42 lb down and 34 lb up at 42-6-12, 42 lb down and 34 lb up at 44-6-12, 42 lb down and 34 lb up at 46-1-4, 40 lb down and 31 lb up at 47-10-4, and 33 lb down at 49-10-4, and 117 lb down and 56 lb up at 51-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-10=-60, 10-13=-60, 12-21=-20 Concentrated Loads (lb) Vert: 10=-40(B) 16=-21(B) 8=-40(B) 14=-21(B) 22=-58(B) 23=-40(B) 24=-40(B) 25=-40(B) 26=-40(B) 27=-40(B) 28=-40(B) 29=-40(B) 30=-40(B) 31=-30(B) 32=-30(B) 33=-30(B) 34=-30(B) 35=-30(B) 36=-30(B) 37=-40(B) 38=-40(B) 39=-40(B) 40=-40(B) 41=-40(B) 42=-40(B) 43=-40(B) 44=-27(B) 45=-21(B) 46=-21(B) 48=-21(B) 49=-21(B) 51=-21(B) 52=-21(B) 53=-21(B) 54=-21(B) 56=-8(B) 57=-8(B) 58=-8(B) 59=-8(B) 60=-8(B) 61=-8(B) 62=-21(B) 64=-21(B) 65=-21(B) 67=-21(B) 68=-21(B) 69=-21(B) 70=-21(B) 71=-23(B) 73=-22(B) 74=-117(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 b20000518 Truss TG07 Truss Type Half Hip Girder Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332780 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:30:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-h9oj6U390f7lKXuhVPIuwwQ0Lfilsv5PtNjq55zjGno Scale = 1:14.9 1 2 3 4 7 6 5 8 4x6 2x4 2x4 3x8 3x4 3x6 2-0-0 2-0-0 4-0-0 2-0-0 -1-0-0 1-0-0 0-8-9 0-8-9 4-0-0 3-3-7 1-7-02-5-014.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.01 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=137/Mechanical, 7=227/0-3-8 Max Horz 7=72(LC 5) Max Uplift 5=-36(LC 5), 7=-20(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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) Bearings are assumed to be: Joint 7 SPF No.2 crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 48 lb down and 31 lb up at 2-0-12 on top chord, and 11 lb down and 11 lb up at 2-0-12 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: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=1(B) February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss TG08 Truss Type Half Hip Girder Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332781 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:30:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-9LM5Jq4nmyFcyhTu27p7S7zDR321bMKZ61SNdYzjGnn Scale = 1:15.1 1 2 3 4 7 6 5 8 4x6 2x4 2x4 3x8 3x4 3x6 1-4-12 1-4-12 2-9-8 1-4-12 -1-0-0 1-0-0 0-8-9 0-8-9 2-9-8 2-0-15 1-7-02-5-014.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.01 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=84/Mechanical, 7=184/0-3-8 Max Horz 7=72(LC 5) Max Uplift 5=-39(LC 5), 7=-28(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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) Bearings are assumed to be: Joint 7 SPF No.2 crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 42 lb down and 33 lb up at 0-8-9 on top chord, and 13 lb down and 11 lb up at 0-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 8=1(F) February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss TG09 Truss Type Half Hip Girder Qty 1 Ply 2 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332782 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:30:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-9LM5Jq4nmyFcyhTu27p7S7zFx3yUbJ_Z61SNdYzjGnn Scale = 1:21.1 1 2 34 7 6 5 8 2x4 4x6 2x4 6x6 4x8 3x6 1-8-9 1-8-9 2-9-8 1-0-15 -1-0-0 1-0-0 1-8-9 1-8-9 2-9-8 1-0-15 1-7-03-7-014.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-1-12], [6:0-3-0,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.43 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=642/Mechanical, 7=1595/0-3-8 Max Horz 7=104(LC 5) Max Grav 5=711(LC 2), 7=1768(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-317/0, 2-7=-457/0 WEBS 3-6=0/908, 3-5=-764/0 NOTES-(13-14) 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 0-3-0 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearings are assumed to be: Joint 7 SPF No.2 crushing capacity of 425 psi. 9) Refer to girder(s) for truss to truss connections. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2246 lb down at 0-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) 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 February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss TG09 Truss Type Half Hip Girder Qty 1 Ply 2 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332782 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:30:04 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-9LM5Jq4nmyFcyhTu27p7S7zFx3yUbJ_Z61SNdYzjGnn LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 8=-1968(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 b20000518 Truss TG10 Truss Type Piggyback Base Girder Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332783 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:30:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-6kUskV62IaVKB_cGAYrbYY2NjsYQ32YsZLxUiQzjGnl Scale = 1:97.7 1 2 3 456 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 27 28 29 30 31 8x8 6x8 4x8 6x8 8x16 6x8 3x4 5x8 4x6 4x8 4x8 4x6 4x6 4x6 4x8 4x8 5x6 6x8 8x10 4x6 4x6 4x8 4x8 6-6-0 6-6-0 12-8-8 6-2-8 24-0-10 11-4-2 35-4-13 11-4-2 46-1-11 10-8-14 48-3-6 2-1-11 53-11-0 5-7-10 6-6-0 6-6-0 12-8-8 6-2-8 20-3-4 7-6-12 27-10-1 7-6-12 35-4-13 7-6-12 40-9-4 5-4-7 46-1-11 5-4-7 48-3-6 2-1-11 53-11-0 5-7-10 54-11-0 1-0-0 3-6-54-10-112-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-13], [7:0-4-0,0-2-13], [10:0-4-0,0-2-13], [12:0-0-0,0-3-10], [14:0-3-8,0-3-0], [22:0-3-8,0-2-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.78 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.49 0.11 (loc) 15-17 15-17 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 388 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 19-20: 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-22,9-14,1-23: 2x4 SPF-S Stud SLIDER Right 2x8 SP 2400F 2.0E 3-5-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-5 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-7 max.): 3-7, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-18, 6-17, 8-17, 9-14 2 Rows at 1/3 pts 4-21 REACTIONS.(lb/size) 23=2198/0-3-8 (req. 0-3-15), 12=2850/0-3-8 (req. 0-5-0) Max Horz 23=-243(LC 6) Max Grav 23=2514(LC 2), 12=3180(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2443/0, 2-3=-2724/0, 3-4=-2203/8, 4-6=-3030/0, 6-7=-2854/0, 7-8=-3492/0, 8-9=-5267/0, 9-10=-3537/0, 10-12=-4388/0, 1-23=-2404/0 BOT CHORD 21-22=-58/1968, 18-21=0/2834, 17-18=0/3054, 15-17=0/3369, 14-15=0/4323, 12-14=0/3459 WEBS 2-22=-749/18, 2-21=-100/435, 3-21=0/1137, 4-21=-1226/119, 4-18=0/672, 6-17=-533/213, 7-17=0/1594, 8-17=-971/133, 8-15=0/1743, 9-15=-1292/40, 9-14=-2067/51, 10-14=0/2352, 1-22=0/2158 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) WARNING: Required bearing size at joint(s) 23, 12 greater than input bearing size. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 676 lb down at 50-0-8, and 64 lb down and 59 lb up at 51-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 Continued on page 2 February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss TG10 Truss Type Piggyback Base Girder Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332783 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:30:06 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-6kUskV62IaVKB_cGAYrbYY2NjsYQ32YsZLxUiQzjGnl LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-7=-60, 7-9=-60, 9-10=-60, 10-13=-60, 12-23=-20 Concentrated Loads (lb) Vert: 30=-622(F) 31=-64(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 b20000518 Truss V01 Truss Type GABLE Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332784 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:30:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-aw2Eyr7g3tdBp8BSkFMq4mbiCG1Yojr?o?h1EtzjGnk Scale = 1:17.6 1 2 3 4 5 8 7 6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 9-5-12 9-5-12 1-1-6 1-1-6 9-5-12 8-4-6 0-0-41-3-1014.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.22 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-5-12. (lb) - Max Horz 1=30(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 6, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 6, 8 except 7=357(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-7=-268/75 NOTES-(10-11) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-11 to 1-1-6, Exterior(2R) 1-1-6 to 5-5-12, Interior(1) 5-5-12 to 6-4-8, Exterior(2E) 6-4-8 to 9-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) 6, 7, 8. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss V02 Truss Type GABLE Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332785 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:30:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-aw2Eyr7g3tdBp8BSkFMq4mbiNG0nojv?o?h1EtzjGnk Scale = 1:15.6 1 2 3 45 7 6 2x4 3x4 3x4 2x4 2x4 2x4 2x4 8-4-0 8-4-0 1-1-6 1-1-6 7-10-11 6-9-5 8-4-0 0-5-6 0-0-41-3-100-9-61-3-1014.00 12 Plate Offsets (X,Y)-- [2:0-1-14,Edge], [4:0-1-14,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.34 0.26 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=131/8-4-0, 6=169/8-4-0, 7=341/8-4-0 Max Horz 1=27(LC 7) Max Uplift 6=-7(LC 6), 7=-12(LC 7) Max Grav 1=131(LC 1), 6=169(LC 1), 7=341(LC 23) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-11 to 1-1-6, Exterior(2R) 1-1-6 to 7-10-11, Exterior(2E) 7-10-11 to 8-2-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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) 6, 7. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 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.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss V03 Truss Type GABLE Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332786 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:30:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-26bc9B7IqBl2QImfHyt3dz7xVgNXXAP80fQbmJzjGnj Scale = 1:12.7 1 2 3 4 5 6 2x4 2x4 2x4 2x4 2x4 2x4 6-8-10 6-8-10 1-1-6 1-1-6 5-7-4 4-5-14 6-8-10 1-1-6 0-0-41-3-100-0-41-3-1014.00 12 Plate Offsets (X,Y)-- [2:0-1-14,Edge], [4:0-1-14,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.12 0.17 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=132/6-8-10, 5=132/6-8-10, 6=237/6-8-10 Max Horz 1=-21(LC 8) Max Uplift 1=-3(LC 10), 5=-3(LC 11) Max Grav 1=132(LC 1), 5=132(LC 1), 6=238(LC 23) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-11 to 1-1-6, Exterior(2R) 1-1-6 to 5-7-4, Exterior(2E) 5-7-4 to 6-5-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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) 1, 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 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.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss V04 Truss Type GABLE Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332787 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:30:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-WJ9_NX8wbVtu2SLrrgPI9Bg5q4jHGd0IFJA8JlzjGni Scale = 1:9.2 1 2 3 4 5 2x4 2x4 2x4 2x4 4x6 4-5-3 4-5-3 1-1-6 1-1-6 3-3-13 2-2-7 4-5-3 1-1-6 0-0-41-3-100-0-41-3-1014.00 12 Plate Offsets (X,Y)-- [2:0-1-14,Edge], [3:0-1-14,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.13 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-3 oc purlins, except 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=143/4-5-3, 4=104/4-5-3, 5=72/4-5-3 Max Horz 1=-21(LC 6) Max Uplift 1=-7(LC 7), 4=-32(LC 7) Max Grav 1=143(LC 1), 4=104(LC 1), 5=136(LC 3) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-11 to 1-1-6, Exterior(2R) 1-1-6 to 3-3-13, Exterior(2E) 3-3-13 to 4-2-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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) 1, 4. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 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.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss V05 Truss Type GABLE Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332788 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:30:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-_VjNat9YMo?lgcw1PNwXiODHdT5Q?4GRUzvhrCzjGnh Scale = 1:9.1 1 2 3 4 2x4 3x4 2x4 2x4 2-1-12 2-1-12 1-0-14 1-0-14 2-1-12 1-0-14 0-0-41-3-00-0-414.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.02 0.01 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=42/2-1-12, 3=42/2-1-12, 4=51/2-1-12 Max Horz 1=-19(LC 6) Max Uplift 1=-6(LC 11), 3=-4(LC 10) Max Grav 1=42(LC 1), 3=42(LC 1), 4=52(LC 3) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss V06 Truss Type Valley Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332789 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:30:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-_VjNat9YMo?lgcw1PNwXiODHeT5R?4LRUzvhrCzjGnh Scale = 1:9.7 1 2 3 2x4 2x4 2x4 1-2-0 1-2-0 0-0-41-4-514.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.02 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 3 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=33/1-1-12, 3=33/1-1-12 Max Horz 1=27(LC 7) Max Uplift 3=-13(LC 7) Max Grav 1=39(LC 18), 3=40(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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) 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss V07 Truss Type GABLE Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332790 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:30:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-ShHlnDAA767cHmVEz5RmEblRmtQjkXabjdfFNezjGng Scale = 1:16.5 1 2 3 2x4 2x4 2x4 2-3-11 2-3-11 0-0-42-8-514.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.12 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=79/2-3-11, 3=79/2-3-11 Max Horz 1=64(LC 7) Max Uplift 3=-30(LC 7) Max Grav 1=91(LC 18), 3=96(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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) 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss V08 Truss Type GABLE Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332791 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:30:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-wtr7?ZApuQFTvv4QWoy?npIbeHjdTwkkxHOov4zjGnf Scale = 1:70.8 1 2 3 4 5 6 12 11 10 9 8 7 2x4 2x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-7-13 16-7-13 7-4-8 7-4-8 16-7-13 9-3-5 2-2-1010-9-140-0-414.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.18 0.29 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 66 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 3-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-9 REACTIONS.All bearings 16-7-13. (lb) - Max Horz 12=-219(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 12, 9 except 6=-244(LC 9), 11=-197(LC 10), 8=-195(LC 11), 7=-145(LC 11) Max Grav All reactions 250 lb or less at joint(s) 12, 6 except 9=538(LC 19), 11=469(LC 17), 8=482(LC 18), 7=346(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-299/295, 3-4=-300/308, 4-5=-292/273, 5-6=-325/306 WEBS 3-9=-376/247, 2-11=-313/241, 4-8=-321/244, 5-7=-256/196 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-3 to 3-4-7, Interior(1) 3-4-7 to 4-4-8, Exterior(2R) 4-4-8 to 10-4-8, Interior(1) 10-4-8 to 13-4-7, Exterior(2E) 13-4-7 to 16-4-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, 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) 12, 9 except (jt=lb) 6=244, 11=197, 8=195, 7=145. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss V09 Truss Type GABLE Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332792 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:30:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-P4PVCvBRfjNKX3fc4WTEK0rmUh52CPguAx8MSWzjGne Scale = 1:58.2 1 2 3 4 5 9876 3x8 4x6 3x4 2x4 2x4 2x4 2x4 2x4 15-6-2 15-6-2 7-4-8 7-4-8 15-6-2 8-1-10 0-10-109-5-140-0-414.00 12 Plate Offsets (X,Y)-- [1:0-1-7,0-1-4], [3:Edge,0-1-14], [9:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.17 0.15 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS.All bearings 15-6-2. (lb) - Max Horz 9=-181(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 9, 5 except 8=-217(LC 10), 6=-208(LC 11) Max Grav All reactions 250 lb or less at joint(s) 9, 5 except 7=398(LC 19), 8=478(LC 17), 6=509(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-320/247, 4-6=-328/242 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-3 to 3-4-7, Interior(1) 3-4-7 to 4-4-8, Exterior(2R) 4-4-8 to 10-4-8, Interior(1) 10-4-8 to 12-2-5, Exterior(2E) 12-2-5 to 15-2-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, 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) 9, 5 except (jt=lb) 8=217, 6=208. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss V10 Truss Type GABLE Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332793 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:30:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-pf4erwEJyemvOXNBle1xxfTH0u6ePmCKsvM02rzjGnb Scale = 1:50.3 1 2 3 4 5 8769103x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 13-11-13 13-11-13 6-11-15 6-11-15 13-11-13 6-11-15 0-0-48-1-140-0-414.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.15 0.15 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-11-13. (lb) - Max Horz 1=150(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-181(LC 10), 6=-180(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=326(LC 20), 8=432(LC 17), 6=432(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-294/218, 4-6=-294/218 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-13 to 3-3-13, Interior(1) 3-3-13 to 3-11-15, Exterior(2R) 3-11-15 to 9-11-15, Interior(1) 9-11-15 to 10-8-0, Exterior(2E) 10-8-0 to 13-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, 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) 1, 5 except (jt=lb) 8=181, 6=180. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss V11 Truss Type GABLE Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332794 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:30:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Hre02GExjyum?hyNJLYAUs?PsIS08D2T5Z6ZbIzjGna Scale = 1:42.4 1 2 3 4 5 8769103x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 11-8-6 11-8-6 5-10-3 5-10-3 11-8-6 5-10-3 0-0-46-9-140-0-414.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.34 0.14 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-8-6. (lb) - Max Horz 1=-125(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-173(LC 10), 6=-173(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=319(LC 17), 8=391(LC 17), 6=390(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-300/224, 4-6=-300/224 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-5 to 3-3-5, Exterior(2R) 3-3-5 to 8-5-1, Exterior(2E) 8-5-1 to 11-5-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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) 1, 5 except (jt=lb) 8=173, 6=173. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss V12 Truss Type GABLE Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332795 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:30:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Hre02GExjyum?hyNJLYAUs?N?IQX8EQT5Z6ZbIzjGna Scale = 1:35.3 1 2 3 43x4 4x6 3x4 2x4 9-4-15 9-4-15 4-8-8 4-8-8 9-4-15 4-8-8 0-0-45-5-140-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.46 0.30 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) 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 = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=204/9-4-15, 3=204/9-4-15, 4=300/9-4-15 Max Horz 1=-99(LC 6) Max Uplift 1=-15(LC 11), 3=-5(LC 10) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-6 to 3-3-6, Exterior(2R) 3-3-6 to 6-1-9, Exterior(2E) 6-1-9 to 9-1-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss V13 Truss Type GABLE Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332796 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:30:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-l1COGcFZTG0ddrXat33P14Ya_iobtiadKDr67kzjGnZ Scale = 1:28.7 1 2 3 42x4 3x4 2x4 2x4 7-1-8 7-1-8 3-6-12 3-6-12 7-1-8 3-6-12 0-0-44-1-140-0-414.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.38 0.19 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=166/7-1-8, 3=166/7-1-8, 4=202/7-1-8 Max Horz 1=75(LC 7) Max Uplift 1=-24(LC 11), 3=-16(LC 10) Max Grav 1=166(LC 1), 3=166(LC 1), 4=206(LC 3) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-11 to 3-2-11, Exterior(2R) 3-2-11 to 3-10-13, Exterior(2E) 3-10-13 to 6-10-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss V14 Truss Type GABLE Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332797 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:30:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-DEmmTyGCEZ8UF_6mRmaeZH5oG69Sc9ImYtbgfAzjGnY Scale = 1:16.9 1 2 3 4 2x4 3x4 2x4 2x4 4-10-2 4-10-2 2-5-1 2-5-1 4-10-2 2-5-1 0-0-42-9-140-0-414.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.08 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=109/4-10-2, 3=109/4-10-2, 4=133/4-10-2 Max Horz 1=49(LC 7) Max Uplift 1=-15(LC 11), 3=-11(LC 10) Max Grav 1=109(LC 1), 3=109(LC 1), 4=136(LC 3) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss V15 Truss Type GABLE Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332798 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:30:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-hQK9gIHq?tGLs8hy_U5t6Vd?wVVdLcpvnWKDBczjGnX Scale = 1:10.3 1 2 3 2x4 2x4 2x4 2-6-11 2-6-11 1-3-5 1-3-5 2-6-11 1-3-5 0-0-41-5-140-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=84/2-6-11, 3=84/2-6-11 Max Horz 1=-24(LC 8) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss V16 Truss Type GABLE Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332799 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:30:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-hQK9gIHq?tGLs8hy_U5t6Vdw8VUgLa8vnWKDBczjGnX Scale = 1:57.0 1 2 3 4 5 98763x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-2-14 12-2-14 7-4-14 7-4-14 12-2-14 4-10-0 0-0-48-7-113-0-014.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.34 0.15 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS.All bearings 12-2-14. (lb) - Max Horz 1=183(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 8 except 1=-119(LC 6), 6=-152(LC 18), 9=-190(LC 10), 7=-210(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=486(LC 17), 9=465(LC 17), 7=499(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-278/107, 2-9=-310/226, 4-7=-321/253 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-13 to 3-4-13, Interior(1) 3-4-13 to 4-4-14, Exterior(2R) 4-4-14 to 9-1-11 , Exterior(2E) 9-1-11 to 12-1-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, 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) 8 except (jt=lb) 1=119, 6=152, 9=190, 7=210. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss V17 Truss Type GABLE Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332800 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:30:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-AcuXueHSmBOBUIG9YBc6eiA5tvpu4yU30A4nk3zjGnW Scale = 1:55.2 1 2 3 4 5 987610 11 3x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-11-15 11-11-15 7-1-15 7-1-15 11-11-15 4-10-0 0-0-48-4-42-8-914.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.34 0.15 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-11-15. (lb) - Max Horz 1=175(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 8 except 1=-118(LC 6), 6=-154(LC 18), 9=-184(LC 10), 7=-214(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=484(LC 17), 9=445(LC 17), 7=490(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-275/98, 2-9=-303/221, 4-7=-326/254 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-13 to 3-1-13, Interior(1) 3-1-13 to 4-1-15, Exterior(2R) 4-1-15 to 8-10-12, Exterior(2E) 8-10-12 to 11-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, 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) 8 except (jt=lb) 1=118, 6=154, 9=184, 7=214. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss V18 Truss Type GABLE Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332801 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:30:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-6??HJJJiIoevkcQXgcfak7FR9jVTYuZMTUZtoxzjGnU Scale = 1:45.2 1 2 3 4 5 987610 11 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-10-3 10-10-3 6-0-3 6-0-3 10-10-3 4-10-0 0-0-47-0-41-4-914.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.14 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-10-3. (lb) - Max Horz 1=139(LC 9) Max Uplift All uplift 100 lb or less at joint(s) except 1=-110(LC 8), 6=-183(LC 18), 9=-172(LC 10), 7=-259(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=440(LC 17), 9=395(LC 17), 7=488(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-299/221, 4-7=-360/279 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-5 to 3-3-5, Exterior(2R) 3-3-5 to 7-8-15, Exterior(2E) 7-8-15 to 10-8-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 110 lb uplift at joint 1, 183 lb uplift at joint 6, 172 lb uplift at joint 9 and 259 lb uplift at joint 7. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss V19 Truss Type GABLE Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332802 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:30:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-2O71k?KzqPudzvZwn1h2pYLkOW820rCfxo2_tqzjGnS Scale = 1:38.6 1 2 3 43x4 4x6 3x4 2x4 9-8-8 9-8-8 4-10-8 4-10-8 9-8-8 4-10-0 0-0-45-8-40-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.50 0.33 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=212/9-8-12, 3=212/9-8-12, 4=312/9-8-12 Max Horz 1=-103(LC 8) Max Uplift 1=-15(LC 11), 3=-5(LC 10) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-6 to 3-3-6, Exterior(2R) 3-3-6 to 6-5-9, Exterior(2E) 6-5-9 to 9-5-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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 15 lb uplift at joint 1 and 5 lb uplift at joint 3. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss V20 Truss Type GABLE Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332803 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:30:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-WahQxLLbbj0Ub386LkCHLmtwJwW9lJTo9SnYPGzjGnR Scale = 1:29.9 1 2 3 42x4 3x4 2x4 2x4 7-5-8 7-5-8 3-8-12 3-8-12 7-5-8 3-8-12 0-0-44-4-40-0-414.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.42 0.20 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=174/7-5-8, 3=174/7-5-8, 4=212/7-5-8 Max Horz 1=78(LC 9) Max Uplift 1=-25(LC 11), 3=-17(LC 10) Max Grav 1=174(LC 1), 3=174(LC 1), 4=217(LC 3) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-11 to 3-2-11, Exterior(2R) 3-2-11 to 4-2-13, Exterior(2E) 4-2-13 to 7-2-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 25 lb uplift at joint 1 and 17 lb uplift at joint 3. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss V21 Truss Type GABLE Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332804 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:30:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-WahQxLLbbj0Ub386LkCHLmt_5wYulJ_o9SnYPGzjGnR Scale = 1:21.6 1 2 3 4 2x4 3x4 2x4 2x4 5-2-2 5-2-2 2-7-1 2-7-1 5-2-2 2-7-1 0-0-43-0-40-0-414.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.09 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=117/5-2-2, 3=117/5-2-2, 4=143/5-2-2 Max Horz 1=53(LC 9) Max Uplift 1=-17(LC 11), 3=-12(LC 10) Max Grav 1=117(LC 1), 3=117(LC 1), 4=146(LC 3) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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 17 lb uplift at joint 1 and 12 lb uplift at joint 3. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 b20000518 Truss V22 Truss Type GABLE Qty 1 Ply 1 35 HERITAGE AT SPRING MILL Job Reference (optional) I40332805 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 10:30:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-_mFo8hMDM18LCDjIvSjWuzQB_KvBUmRxO6X5xizjGnQ Scale = 1:11.3 1 2 3 4 2x4 3x4 2x4 2x4 2-10-11 2-10-11 1-5-5 1-5-5 2-10-11 1-5-5 0-0-41-8-40-0-414.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.04 0.03 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=61/2-10-11, 3=61/2-10-11, 4=74/2-10-11 Max Horz 1=27(LC 7) Max Uplift 1=-9(LC 11), 3=-6(LC 10) Max Grav 1=61(LC 1), 3=61(LC 1), 4=75(LC 3) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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 9 lb uplift at joint 1 and 6 lb uplift at joint 3. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 20,2020 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.W4 - 6 W3-6W3-7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87 654321BOTTOM 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 System General Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses 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