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HomeMy WebLinkAboutI37005494.14_Heritage_at_Spring_Mill16023 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). May 7,2019 Liu, Xuegang Pages or sheets covered by this seal: I37005494 thru I37005588 My license renewal date for the state of Indiana is July 31, 2020. 14_Heritage_at_Spring_Mill Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: 14 Heritage at Spring Mill 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005494 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-NlrPzDxmy9rPysIgpAvGNu8ZCjMTVF5Y67mTCVzIuuI Scale = 1:21.3 1 2 5 6 3 7 4 3x4 3x6 3-6-14 3-6-14 -1-10-3 1-10-3 3-6-14 3-6-14 1-7-03-7-136.95 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.33 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.04 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=288/0-5-12, 3=72/Mechanical, 4=34/Mechanical Max Horz 5=130(LC 5) Max Uplift 5=-40(LC 5), 3=-67(LC 5), 4=-2(LC 5) Max Grav 5=288(LC 1), 3=72(LC 1), 4=66(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 52 lb down and 73 lb up at 2-8-2 on top chord, and 4 lb down at 2-8-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 7=-4(B) May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss CG04 Truss Type Diagonal Hip Girder Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005495 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-sxPoAZyOjSzGZ0tsNuQVw6hjz7hNEiLiLnW1lxzIuuH Scale = 1:24.7 1 2 5 6 7 3 8 9 4 3x6 3x6 4-9-7 4-9-7 -1-10-3 1-10-3 4-9-7 4-9-7 1-7-04-4-43-11-54-4-46.95 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.40 0.23 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 -0.06 -0.08 (loc) 4-5 4-5 3 l/defl >999 >907 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=325/0-5-12, 3=114/Mechanical, 4=45/Mechanical Max Horz 5=152(LC 5) Max Uplift 5=-66(LC 5), 3=-105(LC 5), 4=-35(LC 5) Max Grav 5=325(LC 1), 3=114(LC 1), 4=88(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-280/91 NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4 except (jt=lb) 3=105. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 lb down and 28 lb up at 0-9-7, and 48 lb down and 83 lb up at 3-8-14 on top chord, and 2 lb down and 17 lb up at 0-9-7, and 5 lb down and 49 lb up at 3-8-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=1(B) 9=1(F) May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss CG05 Truss Type Diagonal Hip Girder Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005496 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-K8zANvz0Um57BAS3xbxkTJDujW1cz9arZRFaHOzIuuG Scale = 1:24.7 1 2 5 6 7 3 8 9 4 3x6 3x6 4-9-7 4-9-7 -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 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.40 0.23 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 -0.06 -0.08 (loc) 4-5 4-5 3 l/defl >999 >907 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=325/0-5-12, 3=114/Mechanical, 4=45/Mechanical Max Horz 5=152(LC 5) Max Uplift 5=-66(LC 5), 3=-105(LC 5), 4=-35(LC 5) Max Grav 5=325(LC 1), 3=114(LC 1), 4=88(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-280/91 NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4 except (jt=lb) 3=105. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 lb down and 28 lb up at 0-9-7, and 48 lb down and 83 lb up at 3-8-14 on top chord, and 2 lb down and 17 lb up at 0-9-7, and 5 lb down and 49 lb up at 3-8-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=1(F) 9=1(B) May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss GE01 Truss Type GABLE Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005497 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-oKXYbFzfF4D_pJ1FUISz?Xm6JwOribd_o5?7pqzIuuF Scale = 1:40.3 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 2x4 3x4 3x6 3x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-1-1312-7-0 12-7-0 -0-11-0 0-11-0 4-3-8 4-3-8 8-3-8 4-0-1 12-7-0 4-3-8 13-6-0 0-11-0 1-7-06-5-46-7-11-7-06-5-414.00 12 Plate Offsets (X,Y)-- [6:0-4-4,0-1-8], [10:0-4-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.10 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 15 15 16 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 194 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 6-10. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-7-0. (lb) - Max Horz 26=-168(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 21, 23, 24, 18 except 26=-209(LC 4), 16=-194(LC 5), 25=-187(LC 5), 17=-177(LC 4) Max Grav All reactions 250 lb or less at joint(s) 26, 16, 21, 22, 23, 24, 25, 20, 19, 18, 17 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 23, 24, 18 except (jt=lb) 26=209, 16=194, 25=187, 17=177. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) 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.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss GE02 Truss Type MONOPITCH SUPPORTED Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005498 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-GW5wob_H?NLrRTcR20zCYkJIfKlER3481kkhLGzIuuE Scale = 1:13.5 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 2x4 2x4 2x4 2x4 -0-11-0 0-11-0 1-4-0 1-4-0 1-2-52-1-08.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.11 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=138/1-4-0, 4=12/1-4-0 Max Horz 5=59(LC 5) Max Uplift 5=-22(LC 6), 4=-41(LC 5) Max Grav 5=138(LC 1), 4=44(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss GE02A Truss Type MONOPITCH SUPPORTED Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005499 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-kjeI0x?vmhTi2dBecjUR4yrTPk5TAWKHGOUEujzIuuD Scale = 1:13.5 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 2x4 2x4 2x4 2x4 -0-11-0 0-11-0 1-4-0 1-4-0 1-2-52-1-08.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.11 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=138/1-4-0, 4=12/1-4-0 Max Horz 5=59(LC 5) Max Uplift 5=-22(LC 6), 4=-41(LC 5) Max Grav 5=138(LC 1), 4=44(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss GE03 Truss Type GABLE Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005500 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-CvChDH0XX?bZgnlqAR0gd9OSG8J?vwVRU2DoQ9zIuuC Scale: 3/8"=1' Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 14 13 12 11 10 9 8 7 6 3x6 2x4 3x4 3x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-1-132-1-11 2-1-11 8-8-0 6-6-5 11-4-8 2-8-8 -0-11-0 0-11-0 2-1-11 2-1-11 6-7-6 4-5-10 11-4-8 4-9-2 2-7-04-11-35-1-04-11-314.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.87 0.52 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 177 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-14: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-8-0 except (jt=length) 7=0-3-8, 7=0-3-8. (lb) - Max Horz 14=153(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 12, 9 except 14=-104(LC 4), 13=-103(LC 5), 8=-468(LC 1), 7=-584(LC 5) Max Grav All reactions 250 lb or less at joint(s) 13, 12, 11, 10, 9 except 14=329(LC 1), 8=467(LC 5), 7=982(LC 1), 7=982(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-308/135 WEBS 4-7=-366/148 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 9 except (jt=lb) 14=104, 13=103, 8=468, 7=584. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) 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.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss J01 Truss Type Jack-Open Qty 5 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005501 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-g5m3Rd19IIjQIxK0j8Xv9Nwn8XmkeQqajizLybzIuuB Scale = 1:20.1 1 2 5 3 4 2x4 2x4 3-6-0 3-6-0 -0-11-0 0-11-0 3-6-0 3-6-0 1-1-03-5-03-4-02-11-133-5-08.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.22 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=204/0-3-8, 3=88/Mechanical, 4=36/Mechanical Max Horz 5=111(LC 6) Max Uplift 5=-2(LC 6), 3=-56(LC 6) Max Grav 5=204(LC 1), 3=88(LC 1), 4=64(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss J02 Truss Type Jack-Open Girder Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005502 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-g5m3Rd19IIjQIxK0j8Xv9NwniXe7eQOajizLybzIuuB Scale = 1:20.1 1 2 4 356 2x4 2x4 2x4 2x4 3-6-0 3-6-0 3-6-0 3-6-0 1-1-03-5-08.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.25 0.59 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.09 0.00 (loc) 3-4 3-4 l/defl >999 >453 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=512/0-3-8, 3=696/Mechanical Max Horz 4=81(LC 5) Max Uplift 3=-94(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 469 lb down and 30 lb up at 1-0-12, and 476 lb down and 36 lb up at 3-0-12 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, 3-4=-20 Concentrated Loads (lb) Vert: 5=-469(F) 6=-476(F) May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss J03 Truss Type JACK-OPEN GIRDER Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005503 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-8HKRez1n3crHv5vDHs28iaTwbx5CNt3kyMiuU1zIuuA Scale = 1:20.0 1 2 5 3 43x6 3x6 3-1-2 3-0-8 -1-10-3 1-10-3 3-1-2 3-1-2 1-7-03-4-80-4-152-11-93-4-86.95 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.37 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-2 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=273/0-5-12, 3=53/Mechanical, 4=25/Mechanical Max Horz 5=122(LC 6) Max Uplift 5=-35(LC 6), 3=-40(LC 6), 4=-6(LC 6) Max Grav 5=273(LC 1), 3=53(LC 1), 4=55(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss J04 Truss Type JACK-OPEN Qty 15 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005504 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-dUuprI2Pqwz8XFUPrZZNFo01oLOM6J8tA0SS1UzIuu9 Scale = 1:33.8 1 2 3 5 4 3x8 3x8 2x4 2x4 3-10-8 3-10-8 -0-11-0 0-11-0 3-10-8 3-10-8 1-7-06-1-40-3-814.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.60 0.29 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.03 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=215/0-3-8, 4=136/0-1-8 Max Horz 5=203(LC 6) Max Uplift 4=-146(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=146. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss J05 Truss Type Jack-Open Qty 5 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005505 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-dUuprI2Pqwz8XFUPrZZNFo01fLOL6J4tA0SS1UzIuu9 Scale = 1:32.4 1 2 4 3 3x4 2x4 3x8 MT18HS 2x4 3-10-8 3-10-8 3-10-8 3-10-8 1-3-81-7-06-1-40-3-80-3-814.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.61 0.29 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.02 0.00 (loc) 3-4 3-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 18 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=143/0-1-8, 3=143/0-1-8 Max Horz 4=151(LC 6) Max Uplift 3=-142(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 4, 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 3. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=142. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss J06 Truss Type JACK-OPEN Qty 3 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005506 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-5gSB3e32bD5?9O3bPG4cn?YFTlikrnm0PgB?ZwzIuu8 Scale = 1:33.8 1 2 3 4 8 7 6 5 3x6 3x6 2x4 2x4 3x6 3x4 2x4 2-3-8 2-3-8 3-10-8 1-7-0 -0-11-0 0-11-0 2-3-8 2-3-8 3-10-8 1-7-0 1-7-06-1-45-5-40-11-80-8-014.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.41 0.41 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.03 -0.01 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-7: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=215/0-3-8, 5=136/0-1-8 Max Horz 8=203(LC 6) Max Uplift 5=-146(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=146. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss J06A Truss Type HALF HIP Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005507 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Zs0aG_4gMXDsmYeny_brKD5Sl95MaEpAeKxZ5MzIuu7 Scale = 1:33.0 1 2 3 4 8 7 6 5 3x6 3x4 2x4 3x4 2x4 3x6 3x6 2-3-8 2-3-8 3-10-8 1-7-0 -0-11-0 0-11-0 2-3-8 2-3-8 3-8-14 1-5-6 3-10-8 0-1-10 1-7-05-11-54-11-130-11-85-3-50-8-014.00 12 Plate Offsets (X,Y)-- [5: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 IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.31 0.26 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.02 -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 No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-7: 2x3 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=217/0-3-8, 5=134/0-1-8 Max Horz 8=173(LC 5) Max Uplift 8=-47(LC 4), 5=-120(LC 5) Max Grav 8=217(LC 1), 5=148(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 5=120. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss J06B Truss Type HALF HIP Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005508 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Zs0aG_4gMXDsmYeny_brKD5SF96BaEpAeKxZ5MzIuu7 Scale = 1:26.2 1 2 3 4 5 9 8 7 6 3x4 2x4 3x4 2x4 2x4 2x4 3x6 2x4 0-1-132-3-8 2-3-8 3-10-8 1-7-0 -0-11-0 0-11-0 2-3-8 2-3-8 2-7-2 0-3-10 3-10-8 1-3-6 1-7-04-5-84-7-53-6-00-11-83-9-80-8-04-5-814.00 12 Plate Offsets (X,Y)-- [4:0-2-3,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.28 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.00 (loc) 7 7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-8: 2x3 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=217/0-3-8, 6=134/0-1-8 Max Horz 9=131(LC 5) Max Uplift 9=-10(LC 4), 6=-76(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) 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.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss J07 Truss Type JACK-OPEN Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005509 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-13ZyUK4I7rLiOiD_Wh64sQecDYSZJh3Jt_g6dpzIuu6 Scale = 1:19.3 1 2 5 3 4 3x4 3x6 2-10-4 2-9-9 -1-10-3 1-10-3 2-10-4 2-10-4 1-7-03-2-132-9-153-2-136.95 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.33 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=267/0-5-12, 3=43/Mechanical, 4=22/Mechanical Max Horz 5=118(LC 6) Max Uplift 5=-36(LC 6), 3=-36(LC 6), 4=-8(LC 6) Max Grav 5=267(LC 1), 3=43(LC 1), 4=50(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss J08 Truss Type JACK-OPEN Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005510 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-VF7Khg5wu8TZ0soA4PeJPeApsypJ27JT5eQfAFzIuu5 Scale = 1:19.4 1 2 5 3 4 2x4 2x4 3-3-8 3-3-8 -0-11-0 0-11-0 3-3-8 3-3-8 1-1-03-3-52-10-23-3-58.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.01 (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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=196/0-3-8, 3=82/Mechanical, 4=33/Mechanical Max Horz 5=107(LC 6) Max Uplift 5=-3(LC 6), 3=-53(LC 6) Max Grav 5=196(LC 1), 3=82(LC 1), 4=60(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss J10 Truss Type Jack-Open Girder Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005511 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-VF7Khg5wu8TZ0soA4PeJPeAnWyor27JT5eQfAFzIuu5 Scale = 1:23.6 1 2 5 6 3 7 43x6 3x6 4-4-6 4-4-6 -1-10-3 1-10-3 4-4-6 4-4-6 1-7-04-1-53-8-74-1-56.95 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.36 0.19 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.04 -0.06 (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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=312/0-5-12, 3=100/Mechanical, 4=40/Mechanical Max Horz 5=145(LC 5) Max Uplift 5=-56(LC 5), 3=-86(LC 5), 4=-34(LC 5) Max Grav 5=312(LC 1), 3=100(LC 1), 4=80(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-269/88 NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 72 lb up at 3-1-11 on top chord, and 5 lb down and 52 lb up at 3-1-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 7=1(F) May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss J11 Truss Type JACK-OPEN Qty 4 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005512 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-zRhiv06YfSbQd0NMe69YyrjxSM7xnaZcKI9DihzIuu4 Scale: 1/2"=1' 1 2 5 3 4 3x6 3x6 2-2-0 2-2-0 -0-11-0 0-11-0 2-2-0 2-2-0 1-7-04-1-53-6-34-1-514.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.41 0.20 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.00 -0.04 (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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=157/0-3-8, 3=45/Mechanical, 4=19/Mechanical Max Horz 5=144(LC 6) Max Uplift 3=-80(LC 6), 4=-35(LC 6) Max Grav 5=157(LC 1), 3=45(LC 1), 4=39(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss J11A Truss Type Jack-Open Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005513 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-ReF46M7AQmkHFAxZBqgnU3G8pmTzW1olZyvmE7zIuu3 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.31 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.03 (loc) 4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=80/0-3-8, 2=58/Mechanical, 3=22/Mechanical Max Horz 4=93(LC 6) Max Uplift 2=-82(LC 6), 3=-22(LC 6) Max Grav 4=90(LC 6), 2=58(LC 1), 3=40(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss J12 Truss Type JACK-OPEN Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005514 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-ReF46M7AQmkHFAxZBqgnU3G7HmTiW1olZyvmE7zIuu3 Scale = 1:20.5 1 2 5 3 4 3x6 3x6 1-7-2 1-7-2 -0-11-0 0-11-0 1-7-2 1-7-2 1-7-03-5-52-10-33-5-514.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.34 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.03 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-2 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=141/0-3-8, 3=25/Mechanical, 4=12/Mechanical Max Horz 5=125(LC 6) Max Uplift 3=-64(LC 6), 4=-44(LC 6) Max Grav 5=141(LC 1), 3=25(LC 1), 4=28(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss J13 Truss Type JACK-OPEN Qty 15 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005515 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-O0NrX18RyN_?UT5xJFiFZULQtZ8m_xW20GOtJ0zIuu1 Scale = 1:31.0 1 2 3 5 4 3x6 3x6 2x4 2x4 3-4-8 3-4-8 -0-11-0 0-11-0 3-4-8 3-4-8 1-7-05-6-40-3-814.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [4:0-1-14,0-0-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.53 0.26 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.01 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=198/0-3-8, 4=116/0-1-8 Max Horz 5=186(LC 6) Max Uplift 4=-136(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=136. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss J13A Truss Type HALF HIP Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005516 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-sDxDkN93ih6s6dg8tyDU6hubpzU9jOuCFw7QrSzIuu0 Scale = 1:28.3 1 2 3 4 6 5 3x4 2x4 3x4 3x6 2x4 0-1-132-11-2 2-11-2 3-4-8 0-5-6 -0-11-0 0-11-0 2-11-2 2-11-2 3-4-8 0-5-6 1-7-04-10-35-0-04-10-30-3-814.00 12 Plate Offsets (X,Y)-- [3:0-2-4,0-1-8], [5:0-1-13,0-0-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.51 0.25 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.01 0.00 (loc) 5-6 5-6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-5: 2x3 SPF No.2 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=200/0-3-8, 5=114/0-1-8 Max Horz 6=173(LC 6) Max Uplift 5=-113(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=113. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) 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.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss J13B Truss Type HALF HIP Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005517 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-sDxDkN93ih6s6dg8tyDU6hubnzU8jOuCFw7QrSzIuu0 Scale = 1:28.4 1 2 3 4 6 5 3x4 2x4 3x4 3x6 2x4 0-1-132-11-7 2-11-7 3-4-8 0-5-1 -0-11-0 0-11-0 2-11-7 2-11-7 3-4-8 0-5-1 1-7-04-10-85-0-54-10-80-3-814.00 12 Plate Offsets (X,Y)-- [3:0-2-3,0-1-8], [5:0-1-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.52 0.25 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.01 0.00 (loc) 5-6 5-6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-5: 2x3 SPF No.2 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=200/0-3-8, 5=114/0-1-8 Max Horz 6=174(LC 6) Max Uplift 5=-114(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=114. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) 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.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss J14 Truss Type JACK-OPEN Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005518 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-KPVbyjAhT_EjknFKQfkjfvQrONskSroLUat_NvzIuu? Scale = 1:19.3 1 2 5 3 4 2x4 2x4 3-3-0 3-3-0 -0-11-0 0-11-0 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.01 (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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=195/0-3-8, 3=81/Mechanical, 4=33/Mechanical Max Horz 5=106(LC 6) Max Uplift 5=-3(LC 6), 3=-52(LC 6) Max Grav 5=195(LC 1), 3=81(LC 1), 4=59(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss J15 Truss Type JACK-OPEN Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005519 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-ob2z93BJEIMaLxqW_NGyB6zyGnBfBI2ViEcXwLzIuu_ Scale = 1:23.6 1 2 5 3 43x6 3x6 4-4-6 4-4-6 -1-10-3 1-10-3 4-4-6 4-4-6 1-7-04-1-50-4-153-8-64-1-56.95 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.39 0.18 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 -0.05 (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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=312/0-5-12, 3=100/Mechanical, 4=41/Mechanical Max Horz 5=145(LC 6) Max Uplift 5=-32(LC 6), 3=-61(LC 6) Max Grav 5=312(LC 1), 3=100(LC 1), 4=80(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-269/96 NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss J16 Truss Type JACK-OPEN Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005520 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-ob2z93BJEIMaLxqW_NGyB6zzQnBbBI2ViEcXwLzIuu_ Scale = 1:22.3 1 2 5 3 4 3x6 3x6 1-10-11 1-10-11 -0-11-0 0-11-0 1-10-11 1-10-11 1-7-03-9-73-2-53-9-814.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.38 0.18 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.03 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-11 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=150/0-3-8, 3=37/Mechanical, 4=16/Mechanical Max Horz 5=136(LC 6) Max Uplift 3=-73(LC 6), 4=-38(LC 6) Max Grav 5=150(LC 1), 3=37(LC 1), 4=34(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss J17 Truss Type JACK-OPEN Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005521 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-GocLNPBx?cURz5PiY4nBkJWCABZtwlHexuM4RnzIutz Scale = 1:13.8 1 2 5 3 42x4 2x4 1-7-5 1-7-5 -0-11-0 0-11-0 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.12 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-5 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=142/0-3-8, 3=26/Mechanical, 4=13/Mechanical Max Horz 5=73(LC 6) Max Uplift 5=-7(LC 6), 3=-26(LC 6), 4=-9(LC 6) Max Grav 5=142(LC 1), 3=26(LC 1), 4=28(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss J18 Truss Type JACK-OPEN Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005522 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-k_AkalCZmvcIbE_v6oIQGX2Jwas3fCXnAY5ezDzIuty Scale = 1:22.3 1 2 5 3 4 3x6 3x6 1-10-11 1-10-11 -0-11-0 0-11-0 1-10-11 1-10-11 1-7-03-9-73-2-53-9-814.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.38 0.18 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.03 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-11 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=150/0-3-8, 3=37/Mechanical, 4=16/Mechanical Max Horz 5=136(LC 6) Max Uplift 3=-73(LC 6), 4=-38(LC 6) Max Grav 5=150(LC 1), 3=37(LC 1), 4=34(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss J19 Truss Type JACK-OPEN Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005523 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-k_AkalCZmvcIbE_v6oIQGX2Nwau6fCXnAY5ezDzIuty Scale = 1:13.8 1 2 5 3 42x4 2x4 1-7-5 1-7-5 -0-11-0 0-11-0 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.12 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-5 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=142/0-3-8, 3=26/Mechanical, 4=13/Mechanical Max Horz 5=73(LC 6) Max Uplift 5=-7(LC 6), 3=-26(LC 6), 4=-9(LC 6) Max Grav 5=142(LC 1), 3=26(LC 1), 4=28(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss J20 Truss Type Jack-Open Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005524 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-CAk6n5DBXDk9COZ5fVpfpkbUC_CxOfnxPCrBVgzIutx Scale = 1:20.4 1 2 5 6 3 7 4 3x6 3x6 3-2-14 3-2-14 -1-10-3 1-10-3 3-2-14 3-2-14 1-7-03-5-80-4-153-0-93-5-86.95 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.35 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=280/0-5-12, 3=66/Mechanical, 4=34/Mechanical Max Horz 5=124(LC 6) Max Uplift 5=-38(LC 6), 3=-67(LC 6), 4=-2(LC 6) Max Grav 5=280(LC 1), 3=66(LC 1), 4=67(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 52 lb down and 71 lb up at 2-8-10 on top chord, and 11 lb down at 2-8-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=-8(B) 7=-8(B) May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss J21 Truss Type Jack-Open Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005525 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-gNIU?REqIXs?qY7HDDKuMy8fxOYA7614dsal26zIutw Scale = 1:20.4 1 2 5 6 3 7 4 3x6 3x6 3-2-14 3-2-14 -1-10-3 1-10-3 3-2-14 3-2-14 1-7-03-5-86.95 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.35 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=280/0-5-12, 3=66/Mechanical, 4=34/Mechanical Max Horz 5=124(LC 6) Max Uplift 5=-38(LC 6), 3=-67(LC 6), 4=-2(LC 6) Max Grav 5=280(LC 1), 3=66(LC 1), 4=67(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 52 lb down and 71 lb up at 2-8-10 on top chord, and 11 lb down at 2-8-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=-8(F) 7=-8(F) May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss J22 Truss Type JACK-OPEN Qty 5 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005526 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-9ZssCnES3q_sSiiUnwr7u9gsRovpsZHEsWKIaYzIutv Scale = 1:20.5 1 2 5 3 4 3x4 2x4 3-7-8 3-7-8 -0-11-0 0-11-0 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.23 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=209/0-3-8, 3=92/Mechanical, 4=37/Mechanical Max Horz 5=114(LC 6) Max Uplift 5=-2(LC 6), 3=-58(LC 6) Max Grav 5=209(LC 1), 3=92(LC 1), 4=67(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss J23 Truss Type JACK-OPEN Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005527 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-9ZssCnES3q_sSiiUnwr7u9gsrov6sZHEsWKIaYzIutv Scale = 1:19.4 1 2 5 3 4 2x4 2x4 3-3-7 3-3-7 -0-11-0 0-11-0 3-3-7 3-3-7 1-1-03-3-52-10-13-3-58.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.01 (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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=196/0-3-8, 3=82/Mechanical, 4=33/Mechanical Max Horz 5=107(LC 6) Max Uplift 5=-3(LC 6), 3=-53(LC 6) Max Grav 5=196(LC 1), 3=82(LC 1), 4=60(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss J24 Truss Type JACK-OPEN Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005528 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-dlQEQ6F4q86j3sHgLeMMRND1bCFLb0XN5A3r6?zIutu Scale = 1:19.4 1 2 5 3 4 2x4 2x4 3-3-7 3-3-7 -0-11-0 0-11-0 3-3-7 3-3-7 1-1-03-3-52-10-13-3-58.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.01 (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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=196/0-3-8, 3=82/Mechanical, 4=33/Mechanical Max Horz 5=107(LC 6) Max Uplift 5=-3(LC 6), 3=-53(LC 6) Max Grav 5=196(LC 1), 3=82(LC 1), 4=60(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss M01 Truss Type MONOPITCH Qty 3 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005529 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-dlQEQ6F4q86j3sHgLeMMRND36CGNb0XN5A3r6?zIutu Scale = 1:13.5 1 2 3 5 4 2x4 2x4 2x4 2x4 -0-11-0 0-11-0 1-4-0 1-4-0 1-2-52-1-01-9-80-3-82-1-08.00 12 Plate Offsets (X,Y)-- [4:0-1-13,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.11 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=138/0-3-8, 4=12/0-1-8 Max Horz 5=59(LC 5) Max Uplift 5=-22(LC 6), 4=-41(LC 5) Max Grav 5=138(LC 1), 4=44(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss PB01 Truss Type GABLE Qty 10 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005530 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-5xzddSGibSEah0ssuLubzalE9bZxKTnXJqpPeRzIutt Scale = 1:21.5 2 3 41 5 3x4 2x4 2x4 5-4-11 5-4-11 2-8-6 2-8-6 5-4-11 2-8-6 -0-0-43-1-83-1-120-1-00-1-814.00 12 Plate Offsets (X,Y)-- [3:Edge,0-3-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.09 0.20 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-4-11. (lb) - Max Horz 1=-70(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 2=-143(LC 6), 4=-120(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 2=300(LC 1), 4=300(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 1, 5, 2, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 2=143, 4=120. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) 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.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss PB01A Truss Type Piggyback Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005531 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Z8X?roHKMlMRJ9R3S2PqWoIPt?w23w0gYTYyBtzIuts Scale = 1:11.7 1 2 3 4 5 6 3x4 3x4 3x6 3x6 0-1-135-4-11 5-4-11 1-6-10 1-6-10 3-10-1 2-3-7 5-4-11 1-6-10 0-5-101-7-151-9-120-1-80-5-100-1-81-6-714.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-1-2], [3:0-2-4,0-1-8], [4:0-2-4,0-1-8], [5:0-6-0,0-1-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.09 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 5 6 5 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=193/4-4-8, 5=193/4-4-8 Max Horz 2=-31(LC 4) Max Uplift 2=-12(LC 6), 5=-12(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss PB02 Truss Type Piggyback Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005532 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-1K5N28Iy73UIwJ0F0mw33?rWKPELoMXpn7IVjJzIutr Scale = 1:51.7 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 3x6 3x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 29-11-11 29-11-11 5-6-3 5-6-3 24-5-8 18-11-5 29-11-11 5-6-3 0-4-73-6-103-8-20-1-80-4-70-1-83-6-108.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-0-2], [9:0-3-0,0-0-2] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.37 0.21 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.01 (loc) 11 11 11 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 79 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 28-5-13. (lb) - Max Horz 2=77(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 15, 17, 18, 14, 13, 11 Max Grav All reactions 250 lb or less at joint(s) 2, 11 except 15=495(LC 10), 17=449(LC 10), 18=301(LC 10), 14=449(LC 11), 13=301(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-266/80, 9-10=-266/80 WEBS 6-15=-377/154, 5-17=-325/135, 8-14=-325/134 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 15, 17, 18, 14, 13, 11. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss PB03 Truss Type Piggyback Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005533 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-VWflFUIauMc9YTbRaTRIbDNh4pYgXl9z0n13FmzIutq Scale = 1:52.3 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 121819 3x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 29-11-11 29-11-11 10-1-5 10-1-5 19-10-6 9-9-1 29-11-11 10-1-5 0-4-76-7-66-8-140-1-80-4-70-1-86-7-68.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-0-2], [7:0-3-0,0-0-2] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.37 0.33 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.01 (loc) 10 10 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 28-5-13. (lb) - Max Horz 2=-148(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 14, 16, 13, 10 except 17=-119(LC 6), 12=-120(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 14=718(LC 10), 16=667(LC 1), 17=422(LC 10), 13=667(LC 1), 12=422(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-14=-348/143, 4-16=-333/151, 3-17=-320/188, 8-13=-333/146, 9-12=-320/189 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14, 16, 13, 10 except (jt=lb) 17=119, 12=120. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss PB03A Truss Type Piggyback Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005534 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-zjD7TqJDfgl0AdAd7ByX8QwrXDujGBa6ERncnCzIutp Scale = 1:58.9 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 131920 4x8 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 29-11-11 29-11-11 12-2-13 12-2-13 12-5-2 0-2-4 17-11-2 5-6-0 29-11-11 12-0-9 0-4-78-0-68-1-140-1-80-4-70-1-87-10-148.00 12 Plate Offsets (X,Y)-- [5:0-0-0,0-2-2], [5:0-5-12,Edge], [6:0-0-0,0-1-12], [8:0-3-0,0-0-2] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.39 0.34 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.01 (loc) 11 11 11 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 89 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 28-5-13. (lb) - Max Horz 2=-180(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 15, 17, 11 except 18=-113(LC 6), 14=-100(LC 7), 13=-112(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 11 except 15=602(LC 1), 17=675(LC 10), 18=417(LC 1), 14=675(LC 11), 13=418(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-278/69, 4-5=-259/88, 8-9=-260/87, 9-10=-279/78 WEBS 4-17=-341/174, 3-18=-315/181, 9-14=-341/174, 10-13=-316/181 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 15, 17, 11 except (jt=lb) 18=113, 14=100, 13=112. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss PB03B Truss Type Piggyback Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005535 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-w5LuuWLTAH?kPxK0Fc??Dr?B?0bZk6bPilGjs5zIutn Scale = 1:58.5 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 131920 3x6 3x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 29-11-11 29-11-11 12-2-13 12-2-13 15-11-2 3-8-4 21-5-2 5-6-0 29-11-11 8-6-9 0-4-78-0-65-6-148-1-140-1-80-4-70-1-85-6-148.00 12 Plate Offsets (X,Y)-- [5:0-3-0,Edge], [9:0-3-0,0-2-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.39 0.32 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 12 12 11 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 88 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 7-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 28-5-13. (lb) - Max Horz 2=180(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 15, 17, 14 except 18=-115(LC 6), 13=-116(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 11 except 15=724(LC 1), 17=671(LC 1), 18=420(LC 10), 14=688(LC 11), 13=413(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-15=-354/96, 4-17=-336/170, 3-18=-317/184, 8-14=-353/172, 10-13=-310/185 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 15, 17, 14 except (jt=lb) 18=115, 13=116. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss PB03C Truss Type GABLE Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005536 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-OIvG5rL5xb7b14uCpJWEm3YLWQxTTajYwP?GOXzIutm Scale = 1:57.4 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 1 10 5x8 5x6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 0-2-529-8-5 29-8-5 12-1-2 12-1-2 29-8-5 17-7-2 8-0-123-0-150-1-40-1-82-11-78.00 12 Plate Offsets (X,Y)-- [5:0-3-12,Edge], [7:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.47 0.21 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 96 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x6 SPF No.2, 7-8: 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 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 29-8-5. (lb) - Max Horz 1=184(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 13, 9, 12, 11 except 1=-132(LC 4), 10=-162(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 10 except 2=282(LC 1), 15=444(LC 1), 16=414(LC 10), 17=291(LC 1), 13=363(LC 11), 9=375(LC 1), 12=376(LC 1), 11=386(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-16=-257/138, 7-12=-293/106, 8-11=-273/116 NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 17, 13, 9, 12, 11 except (jt=lb) 1=132, 10=162. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss PB03D Truss Type Piggyback Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005537 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-sUSeJBMjivFSfETPM11TIG5QMqD?C0Yi93lqwzzIutl Scale = 1:58.5 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 121718 3x6 3x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x8 29-11-11 29-11-11 12-2-13 12-2-13 22-11-2 10-8-4 28-5-2 5-6-0 29-11-11 1-6-9 0-4-78-0-60-10-148-1-140-1-80-4-70-1-80-10-148.00 12 Plate Offsets (X,Y)-- [5:0-3-0,Edge], [9:0-4-8,0-2-8], [10:0-8-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.85 0.51 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 0.08 0.01 (loc) 11 11 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 84 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 8-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 28-5-13. (lb) - Max Horz 2=-180(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 15, 12, 10 except 16=-120(LC 6) Max Grav All reactions 250 lb or less at joint(s) 2 except 13=601(LC 1), 15=705(LC 1), 16=413(LC 10), 12=729(LC 1), 10=301(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-13=-280/157, 4-15=-358/159, 3-16=-314/189, 7-12=-513/115 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 15, 12, 10 except (jt=lb) 16=120. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss PB04 Truss Type Piggyback Qty 3 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005538 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Kg00WXNLTCNJGO2bwkYirUdisEbxxSPrOjUNTQzIutk Scale = 1:51.3 1 2 3 4 5 6 7 11 10 9 8 4x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 3x6 24-5-11 24-5-11 12-2-13 12-2-13 24-5-11 12-2-13 0-4-78-0-68-1-140-1-80-4-70-1-88.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-6], [6:0-6-0,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.35 0.34 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.02 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-11-13. (lb) - Max Horz 2=180(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2 except 11=-147(LC 6), 8=-147(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=626(LC 1), 11=657(LC 10), 8=657(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-397/210, 5-8=-397/210 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 11=147, 8=147. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss PB04A Truss Type Piggyback Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005539 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Kg00WXNLTCNJGO2bwkYirUdi?EbvxScrOjUNTQzIutk Scale = 1:50.7 1 2 3 4 5 6 7 8 9 13 12 11 10 4x10 3x6 3x6 2x4 2x4 2x4 2x4 2x4 3x6 24-5-11 24-5-11 11-11-11 11-11-11 12-6-0 0-6-5 24-5-11 11-11-11 0-4-77-10-57-11-130-1-80-4-70-1-87-10-58.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-6], [4:0-5-0,0-0-8], [4:0-0-0,0-1-12], [6:0-0-0,0-1-12], [8:0-6-0,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.34 0.34 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.02 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-11-13. (lb) - Max Horz 2=-177(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2 except 13=-145(LC 6), 10=-145(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=624(LC 1), 13=653(LC 10), 10=653(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-13=-393/207, 7-10=-393/207 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 13=145, 10=145. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss PB05 Truss Type Piggyback Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005540 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-otaPjtOzEWV9uYdnUR3xNhAt8dx5gyq?dNEx?szIutj Scale = 1:51.7 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 131920 3x6 3x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 29-11-11 29-11-11 6-7-5 6-7-5 23-4-6 16-9-1 29-11-11 6-7-5 0-4-74-3-64-4-140-1-80-4-70-1-84-3-68.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-0-2], [9:0-3-0,0-0-2] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.38 0.34 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.01 (loc) 11 11 11 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 81 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 28-5-13. (lb) - Max Horz 2=94(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 15, 17, 18, 14, 13, 11 Max Grav All reactions 250 lb or less at joint(s) 2, 11 except 15=752(LC 10), 17=651(LC 10), 18=358(LC 10), 14=651(LC 11), 13=358(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-262/78, 9-10=-262/78 WEBS 6-15=-381/157, 5-17=-318/138, 8-14=-318/135 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 15, 17, 18, 14, 13, 11. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss PB06 Truss Type Piggyback Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005541 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-G38nxDPc?qd0WiC_29aAwvj231JVPQI8r1zUXIzIuti Scale = 1:41.8 1 2 3 4 5 6 7 8 9 10 14 13 12 11 3x6 3x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-5-11 24-5-11 3-9-11 3-9-11 20-8-0 16-10-5 24-5-11 3-9-11 0-4-72-4-152-6-70-1-80-4-70-1-82-4-158.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [3:0-3-0,0-0-2], [8:0-3-0,0-0-2], [9:0-2-0,0-1-8] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.37 0.20 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 0.01 (loc) 10 10 9 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 60 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-11-13. (lb) - Max Horz 2=50(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 14, 11, 9 Max Grav All reactions 250 lb or less at joint(s) except 2=274(LC 1), 12=499(LC 10), 14=448(LC 10), 11=448(LC 11), 9=274(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-12=-382/156, 4-14=-314/138, 7-11=-314/136 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 14, 11, 9. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss PB07 Truss Type Piggyback Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005542 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-kFi98ZPEm7lt7snAbs5PS6FCVRfl8trI4hj13kzIuth Scale = 1:41.8 1 2 3 4 5 6 7 8 9 13 12 11 10 3x6 3x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 3x6 24-5-11 24-5-11 5-9-5 5-9-5 18-8-6 12-11-1 24-5-11 5-9-5 0-4-73-8-113-10-30-1-80-4-70-1-83-8-118.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-6], [3:0-3-12,0-2-0], [7:0-3-12,0-2-0], [8:0-6-0,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.39 0.20 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.02 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 64 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 22-11-13. (lb) - Max Horz 2=81(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 13, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=495(LC 10), 13=522(LC 10), 10=522(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-11=-383/166, 4-13=-375/164, 6-10=-375/148 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11, 13, 10, 8. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss PB08 Truss Type Piggyback Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005543 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-CSGXMvQsXRtkl?MM9ade?KoOtrzWtJ?RJLSbcBzIutg Scale = 1:42.3 1 2 3 4 5 6 7 8 9 13 12 11 10 3x6 3x6 3x8 3x6 2x4 2x4 2x4 2x4 2x4 2x4 3x8 24-5-11 24-5-11 9-0-11 9-0-11 15-5-0 6-4-5 24-5-11 9-0-11 0-4-75-10-156-0-70-1-80-4-70-1-85-10-158.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10], [4:0-3-0,0-0-2], [6:0-3-0,0-0-2], [8:0-8-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.35 0.36 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.02 0.01 (loc) 9 9 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-11-13. (lb) - Max Horz 2=-132(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 11 except 13=-104(LC 6), 10=-103(LC 7) Max Grav All reactions 250 lb or less at joint(s) except 2=298(LC 1), 11=624(LC 10), 13=586(LC 10), 10=586(LC 11), 8=298(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-267/102, 3-4=-257/78, 6-7=-257/78, 7-8=-267/93 WEBS 3-13=-321/163, 7-10=-321/162 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 13=104, 10=103. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss PB09 Truss Type Piggyback Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005544 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-heqvZFRUIl?bN9xYjH8tYXLdUFJ8coEaX?C88dzIutf Scale = 1:14.6 1 2 3 4 5 3x4 2x4 2x4 6-6-5 6-6-5 3-3-2 3-3-2 6-6-5 3-3-2 0-4-72-2-20-1-80-4-70-1-88.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.10 0.27 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=229/5-0-7, 4=229/5-0-7 Max Horz 2=-41(LC 4) Max Uplift 2=-24(LC 6), 4=-24(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss T01 Truss Type HIP Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005545 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-d0xg_wSkqMFJcT4xqiALdyQsS2074hdt?JhFDWzIutd Scale = 1:45.0 1 2 3 4 5 9 8 7 6 6x8 4x6 4x6 2x4 2x4 3x4 3x4 6x8 0-1-135-5-3 5-5-3 7-1-13 1-8-10 12-7-0 5-5-3 5-5-3 5-5-3 7-1-13 1-8-10 12-7-0 5-5-3 13-6-0 0-11-0 1-7-07-9-47-11-11-7-07-9-414.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [2:0-3-3,0-2-0], [3:0-3-3,0-2-0], [4:Edge,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.52 0.24 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.06 0.00 (loc) 8-9 8-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 60 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-9,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=489/Mechanical, 6=558/0-3-8 Max Horz 9=-215(LC 4) Max Uplift 9=-18(LC 7), 6=-34(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-441/107, 3-4=-450/117, 1-9=-435/86, 4-6=-507/120 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) 9, 6. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss T01A Truss Type COMMON Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005546 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:57:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-5DV2CGTMbgNAEdf7OPha9Az_dSM7p8U1EzQolyzIutc Scale = 1:55.2 1 2 3 4 7 6 5 6x8 4x6 2x4 2x4 3x8 6x8 6-3-8 6-3-8 12-7-0 6-3-8 6-3-8 6-3-8 12-7-0 6-3-8 13-6-0 0-11-0 1-7-08-11-11-7-014.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [2:Edge,0-1-14], [3:Edge,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.75 0.25 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-7,3-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=489/Mechanical, 5=558/0-3-8 Max Horz 7=-240(LC 4) Max Uplift 7=-28(LC 7), 5=-32(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-442/106, 2-3=-450/115, 1-7=-434/85, 3-5=-503/117 BOT CHORD 6-7=-238/275 WEBS 3-6=-100/261 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss T02 Truss Type HIP Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005547 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-ZP3QPcU?MzV1rnEKy7CpiNVAcsdWYTLASdAMHOzIutb Scale = 1:73.4 1 2 3 4 5 6 7 8 9 10 15 14 13 12 1116 3x6 4x6 4x10 3x6 3x6 3x8 3x4 3x4 3x4 3x4 4x6 4x6 3x4 9-4-1 9-4-1 13-10-15 4-6-14 23-3-0 9-4-1 -0-11-0 0-11-0 2-11-4 2-11-4 9-4-1 6-4-13 13-10-15 4-6-14 20-3-12 6-4-13 23-3-0 2-11-4 24-2-0 0-11-0 1-7-012-3-1512-5-121-7-012-3-1514.00 12 Plate Offsets (X,Y)-- [5:0-3-3,0-2-0], [6:0-7-3,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.67 0.56 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.55 0.02 (loc) 11-12 11-12 11 l/defl >999 >501 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* 5-14,6-14,6-12: 2x4 SPF No.2, 2-15,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS.(lb/size)15=1036/0-3-8, 11=1043/0-3-8 Max Horz 15=312(LC 5) Max Uplift 15=-43(LC 6), 11=-43(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-887/184, 5-6=-479/199, 6-8=-895/184 BOT CHORD 14-15=-219/529, 12-14=-34/484, 11-12=0/534 WEBS 5-14=-49/280, 6-12=-47/279, 3-15=-933/126, 8-11=-942/126 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 11. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss T03 Truss Type PIGGYBACK BASE Qty 9 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005548 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-1bdocyVd6HduTwpWWqj2Fb2MGGzQHwXKhHvvpqzIuta Scale = 1:67.9 1 2 3 4 5 6 7 8 13 12 11 10 914 4x6 8x8 3x6 3x8 3x4 3x4 3x4 3x4 3x8 3x8 3x4 8-11-2 8-11-2 14-3-14 5-4-11 23-3-0 8-11-2 -0-11-0 0-11-0 2-11-3 2-11-3 8-11-2 5-11-15 14-3-14 5-4-11 20-3-13 5-11-15 23-3-0 2-11-3 24-2-0 0-11-0 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.61 0.52 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.46 0.02 (loc) 9-10 9-10 9 l/defl >999 >594 n/a L/d 240 180 n/a PLATES MT20 Weight: 130 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-12,5-12,5-10: 2x4 SPF No.2, 2-13,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-11 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS.(lb/size)13=1045/0-3-8, 9=1055/0-3-8 Max Horz 13=303(LC 5) Max Uplift 13=-43(LC 6), 9=-43(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-902/184, 4-5=-493/195, 5-6=-914/184 BOT CHORD 12-13=-214/530, 10-12=-36/501, 9-10=0/536 WEBS 4-12=-41/284, 5-10=-44/283, 3-13=-937/104, 6-9=-950/104 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss T03A Truss Type PIGGYBACK BASE Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005549 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-VoBBqIWFtbml54Oi3YFHnoaWwfFc0INTwxfSMHzIutZ Scale = 1:72.2 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 23 24 8x8 4x6 6x6 6x6 5x8 3x6 5x6 3x8 2x4 3x8 3x4 3x6 3x4 4x8 3x6 0-1-138-11-2 8-11-2 14-3-14 5-4-11 19-7-0 5-3-2 23-1-4 3-6-4 28-9-13 5-8-9 31-7-0 2-9-3 -0-11-0 0-11-0 4-3-0 4-3-0 8-11-2 4-8-2 14-3-14 5-4-11 19-7-0 5-3-2 23-1-4 3-6-4 24-2-6 1-1-2 28-9-13 4-7-6 31-7-0 2-9-3 1-7-05-8-812-0-02-7-91-0-012-0-014.00 12 Plate Offsets (X,Y)-- [4:0-2-11,Edge], [5:0-3-2,0-2-0], [6:0-3-0,Edge], [8:0-4-0,0-3-0], [9:Edge,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.68 0.71 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.46 0.02 (loc) 14-15 14-15 17 l/defl >999 >596 n/a L/d 240 180 n/a PLATES MT20 Weight: 167 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* 4-14,4-13,5-13: 2x4 SPF No.2, 2-15: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5, 6-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. WEBS 1 Row at midpt 4-13, 6-11 REACTIONS.(lb/size)11=1760/0-3-8, 15=1093/0-3-8, 17=144/0-3-8 Max Horz 15=290(LC 5) Max Uplift 11=-82(LC 7), 15=-34(LC 6) Max Grav 11=1760(LC 1), 15=1093(LC 1), 17=165(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-309/158, 3-4=-858/167, 4-5=-435/158, 5-6=-784/144, 6-7=0/265, 7-8=0/265, 2-15=-348/168 BOT CHORD 14-15=-177/541, 13-14=-92/489, 11-13=-27/300 WEBS 4-14=-77/396, 6-11=-1040/118, 7-11=-319/151, 8-11=-372/90, 3-15=-721/33 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 15. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss T03B Truss Type PIGGYBACK BASE Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005550 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-z_lZ1eWteuuciEzvdFmWK07hW3dAllOc8bO0ujzIutY Scale = 1:72.2 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 23 24 8x8 4x6 8x8 6x6 5x8 3x6 5x6 4x8 3x8 3x4 3x6 4x8 2x4 4x8 3x6 0-1-138-11-2 8-11-2 14-3-14 5-4-11 18-5-5 4-1-7 23-1-4 4-7-15 27-8-1 4-6-13 31-7-0 3-10-15 -0-11-0 0-11-0 4-3-0 4-3-0 8-11-2 4-8-2 14-3-14 5-4-11 18-5-5 4-1-7 23-0-11 4-7-6 23-1-4 0-0-9 27-8-1 4-6-13 31-7-0 3-10-15 1-7-07-0-812-0-02-7-91-0-012-0-014.00 12 Plate Offsets (X,Y)-- [4:0-2-11,Edge], [5:0-3-2,0-2-0], [6:0-4-0,0-3-8], [8:0-4-0,0-3-0], [9:Edge,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.69 0.63 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.47 0.02 (loc) 14-15 14-15 11 l/defl >999 >586 n/a L/d 240 180 n/a PLATES MT20 Weight: 172 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-14,4-13,5-13: 2x4 SPF No.2, 2-15,9-10: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5, 6-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. WEBS 1 Row at midpt 4-13, 8-11, 6-11 REACTIONS.(lb/size)11=1821/0-3-8, 15=1107/0-3-8, 17=156/0-3-8 Max Horz 15=304(LC 5) Max Uplift 11=-86(LC 7), 15=-33(LC 6) Max Grav 11=1821(LC 1), 15=1107(LC 1), 17=181(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-312/158, 3-4=-873/168, 4-5=-453/157, 5-6=-789/164, 2-15=-351/168 BOT CHORD 14-15=-194/549, 13-14=-109/498, 11-13=-54/391 WEBS 4-14=-77/384, 5-13=-52/254, 8-11=-351/89, 7-11=-318/142, 6-11=-1051/107, 3-15=-733/32 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 15. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss T10 Truss Type HIP Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005551 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-wNsJSKY7AW8JyY7Hlgo_PRCzvtEADdtvcvt7yczIutW Scale = 1:100.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 1529303132 6x6 3x8 5x6 3x4 5x12 3x12 4x6 3x8 5x16 MT18HS3x6 3x6 3x6 3x6 6x8 8x10 6x18 MT18HS 3x6 3x6 5x6 5x6 5x6 3x4 5x12 3x12 5x6 3x16 MT18HS 5x12 2-3-8 2-3-8 5-3-5 2-11-13 8-3-3 2-11-13 11-3-0 2-11-13 14-4-0 3-1-0 25-2-0 10-10-0 36-0-0 10-10-0 46-10-0 10-10-0 53-11-0 7-1-0 -0-11-0 0-11-0 2-3-8 2-3-8 5-3-5 2-11-13 8-3-3 2-11-13 11-3-0 2-11-13 14-4-0 3-1-0 22-5-8 8-1-8 30-7-0 8-1-8 38-8-8 8-1-8 46-10-0 8-1-8 53-11-0 7-1-0 1-1-08-4-118-7-03-10-50-8-08-4-118.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [14:Edge,0-1-12], [22:0-10-12,0-4-4], [24:0-2-8,0-1-8], [25:0-2-8,0-1-8], [26:0-4-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.95 0.92 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.64 -1.16 0.30 (loc) 18-20 18-20 15 l/defl >999 >556 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 262 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-9,9-12: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 27-28,7-21: 2x4 SPF No.2, 3-27: 2x10 SP No.1 17-19: 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 20-22,8-22: 2x4 SPF No.2, 11-16: 2x4 SPF 2100F 1.8E 2-28,14-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 6-13. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 26-27 2-2-0 oc bracing: 18-20. WEBS 1 Row at midpt 7-23, 20-22, 8-22, 10-20, 10-18, 11-16, 14-15 REACTIONS.(lb/size)28=2365/0-3-8 (req. 0-3-11), 15=2444/0-3-8 (req. 0-3-13) Max Horz 28=244(LC 5) Max Uplift 28=-144(LC 5), 15=-169(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2317/201, 3-4=-3636/335, 4-5=-3486/357, 5-6=-3324/384, 6-7=-2746/332, 7-8=-3384/419, 8-10=-4039/438, 10-11=-3745/386, 11-13=-1871/252, 13-14=-2356/245, 2-28=-2306/220, 14-15=-2412/213 BOT CHORD 26-27=-874/64, 3-26=-849/83, 25-26=-502/2855, 24-25=-439/2981, 23-24=-414/2855, 22-23=-488/3393, 7-22=-92/1060, 20-21=-5/537, 18-20=-531/4048, 16-18=-423/3419 WEBS 6-23=-183/1682, 7-23=-1632/278, 20-22=-552/3489, 8-22=-940/223, 10-18=-564/182, 11-18=-21/1046, 11-16=-2209/349, 13-16=-41/887, 14-16=-182/2094, 2-27=-116/1937 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 28, 15 greater than input bearing size. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 28=144, 15=169. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) 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.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss T11 Truss Type ROOF SPECIAL Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005552 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-OZQhggZlxpGAZiiTIOJDyel9sHbfy6Q3rYdgV2zIutV Scale = 1:113.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16303132333435 3x6 8x8 5x8 12x12 3x6 3x6 3x4 4x6 3x8 MT18HS4x8 2x4 4x10 4x8 2x4 2x4 4x8 2x4 8x10 5x6 3x4 8x8 2x4 8x10 5x10 MT18HS 3x8 3x8 MT18HS 5x12 0-2-50-2-52-3-8 2-3-8 7-10-14 5-7-6 12-7-10 4-8-12 14-4-0 1-8-6 14-9-5 0-5-5 16-10-11 2-1-6 25-8-7 8-9-12 34-6-4 8-9-12 43-4-0 8-9-12 53-11-0 10-7-0 -0-11-0 0-11-0 2-3-8 2-3-8 7-10-14 5-7-6 12-7-10 4-8-12 14-4-0 1-8-6 14-9-5 0-5-5 16-10-11 2-1-6 25-8-7 8-9-12 34-6-4 8-9-12 43-4-0 8-9-12 48-6-4 5-2-4 49-10-0 1-3-12 53-11-0 4-1-0 1-1-09-3-1210-8-1110-11-08-2-50-8-010-8-118.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [6:0-4-9,Edge], [7:0-3-7,Edge], [8:0-6-8,0-2-0], [14:0-4-9,Edge], [22:0-3-8,0-2-0], [25:0-3-8,0-4-0], [28:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.87 0.84 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.50 -0.91 0.28 (loc) 16-17 16-17 16 l/defl >999 >709 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 314 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-8: 2x6 SPF No.2, 8-10,10-12,12-14: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 3-28: 2x3 SPF No.2, 20-24,16-18: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-26,5-26,8-25,6-26,6-25: 2x3 SPF No.2 8-21,11-17,14-16: 2x4 SPF 2100F 1.8E, 15-16,2-29: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-5 oc purlins, except end verticals, and 2-0-0 oc purlins (2-5-9 max.): 6-7, 8-14. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 27-28. WEBS 1 Row at midpt 8-22, 8-21, 9-21, 11-21, 11-17, 13-17, 15-16, 14-16 2 Rows at 1/3 pts 7-23 REACTIONS.(lb/size)29=2656/0-3-8, 16=2775/0-3-8 Max Horz 29=353(LC 5) Max Uplift 29=-82(LC 6), 16=-172(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3957/289, 3-5=-4119/306, 5-6=-4078/427, 6-7=-3422/346, 7-8=-3997/419, 8-9=-3576/392, 9-11=-3576/392, 11-13=-2273/295, 13-14=-2276/297, 2-29=-2605/215 BOT CHORD 3-27=-288/55, 26-27=-554/3318, 25-26=-407/3065, 21-22=-394/3063, 19-21=-435/3355, 17-19=-435/3355, 16-17=-170/935 WEBS 5-26=-272/182, 8-22=-560/217, 8-21=-236/935, 9-21=-552/227, 11-21=-42/349, 11-19=0/461, 11-17=-1669/201, 13-17=-528/207, 14-17=-260/2597, 14-16=-2609/329, 7-25=-2086/222, 22-25=-395/3150, 8-25=-172/1702, 2-27=-302/3179, 6-26=-150/585, 6-25=-170/1455 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29 except (jt=lb) 16=172. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss T12 Truss Type ROOF SPECIAL Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005553 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-KyYS4La0TRWup?rsQoLh13qUi4HDQ0ILIs6nZwzIutT Scale = 1:109.8 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 1427282930313233 8x14 MT18HS 6x6 3x6 3x6 3x4 3x4 6x16 8x10 2x4 2x4 3x8 8x8 6x10 10x10 3x6 3x6 3x6 2x4 6x10 8x8 3x6 5x6 5x8 5x10 MT18HS 3x6 0-2-50-2-52-3-8 2-3-8 11-3-5 8-11-13 14-4-0 3-0-11 20-4-11 6-0-11 26-10-7 6-5-12 39-10-0 12-11-9 46-4-0 6-6-0 53-11-0 7-7-0 -0-11-0 0-11-0 2-3-8 2-3-8 9-1-10 6-10-2 11-3-5 2-1-11 14-4-0 3-0-11 20-4-11 6-0-11 26-10-7 6-5-12 33-4-4 6-5-12 39-10-0 6-5-12 46-4-0 6-6-0 53-11-0 7-7-0 1-1-06-11-1213-0-1113-3-08-2-50-8-013-0-118.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-1-8,0-4-0], [7:0-8-4,0-5-0], [12:0-4-9,Edge], [13:Edge,0-1-12], [15:0-3-8,0-2-8], [22:0-4-4,Edge], [23:0-2-8,Edge], [25:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.85 0.89 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.55 -1.01 0.27 (loc) 18-20 18-20 14 l/defl >999 >637 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 333 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E, 5-7: 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 3-25: 2x3 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-21,4-23,5-23,20-22,4-24: 2x3 SPF No.2, 5-22,2-26: 2x4 SPF-S Stud 13-14: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-7-6 max.): 4-5, 7-12. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 18-20. WEBS 1 Row at midpt 6-21, 5-23, 5-22, 7-22, 8-20, 10-18, 11-17, 12-17, 13-14, 4-24, 8-18, 12-15 2 Rows at 1/3 pts 10-17 REACTIONS.(lb/size)26=2592/0-3-8, 14=2765/0-3-8 Max Horz 26=406(LC 5) Max Uplift 26=-103(LC 6), 14=-55(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3913/297, 3-4=-4092/440, 4-5=-3767/324, 5-6=-4037/383, 6-7=-4096/514, 7-8=-2625/356, 8-10=-2838/361, 10-11=-2224/328, 11-12=-2226/329, 13-14=-2593/228, 2-26=-2560/207, 12-13=-1763/265 BOT CHORD 25-26=-252/160, 3-24=-292/213, 23-24=-410/3220, 22-23=-406/3786, 18-20=-364/2839, 17-18=-340/2711, 15-17=-162/1388 WEBS 6-22=-280/184, 4-23=-31/1697, 5-23=-1301/130, 5-22=-998/84, 20-22=-329/2592, 7-22=-262/1583, 7-20=-148/639, 8-20=-642/257, 10-18=0/585, 10-17=-1077/149, 11-17=-445/183, 12-17=-247/1925, 13-15=-158/1998, 4-24=-227/323, 12-15=-1173/208, 2-24=-271/3219 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 4 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 26=103. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) 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 May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss T12 Truss Type ROOF SPECIAL Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005553 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:08 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-KyYS4La0TRWup?rsQoLh13qUi4HDQ0ILIs6nZwzIutT 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 14_Heritage_at_Spring_Mill Truss T13 Truss Type Piggyback Base Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005554 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-GKgCV1cG?2mc2J?FXDO96UwpcuyIuw3elAbuepzIutR Scale = 1:102.2 12 3 4 5 6 7 8 9 10 11 12 13 14 15 30 29 28 27 26 25 24 23 22 21 20 19 18 17 163132333435 8x14 MT18HS 6x6 8x14 MT18HS 3x6 5x6 6x6 3x6 5x12 6x16 4x6 3x6 5x8 4x6 8x8 5x8 2x4 6x10 8x10 3x6 4x6 3x6 4x8 4x8 5x6 5x12 3x4 8x10 3x8 4x6 2-3-8 2-3-8 5-7-10 3-4-2 7-9-5 2-1-11 11-0-11 3-3-5 14-4-0 3-3-5 18-4-8 4-0-8 25-10-7 7-5-15 40-10-4 14-11-13 48-4-3 7-5-15 53-11-0 5-6-13 -1-0-0 1-0-0 2-3-8 2-3-8 5-7-10 3-4-2 7-9-5 2-1-11 11-0-11 3-3-5 14-4-0 3-3-5 18-4-8 4-0-8 25-10-7 7-5-15 33-4-5 7-5-15 40-10-4 7-5-15 48-4-3 7-5-15 53-11-0 5-6-13 1-1-04-10-111-10-148-2-50-8-011-10-148.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-10-12,0-2-0], [8:0-11-8,0-1-12], [12:0-3-8,0-2-0], [14:0-3-12,0-2-0], [15:0-2-12,0-2-0], [18:0-3-8,0-2-0], [24:0-6-0,0-4-8], [26:0-2-8 ,0-4-0], [27:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.95 0.85 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.60 -1.14 0.23 (loc) 18-21 18-21 16 l/defl >999 >562 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 372 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 29-30: 2x4 SPF No.2, 3-29: 2x10 SP 2400F 2.0E 24-28: 2x6 SPF No.2, 7-23: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-24,8-22,9-21,11-21,11-18,12-18,14-17,15-16: 2x4 SPF No.2 9-22,12-17: 2x4 SPF 2100F 1.8E, 2-30: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-1 oc purlins, except end verticals, and 2-0-0 oc purlins (2-6-0 max.): 4-5, 8-14. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 9-11-1 oc bracing: 29-30 6-0-0 oc bracing: 28-29 9-6-11 oc bracing: 27-28. 1 Row at midpt 7-24 10-0-0 oc bracing: 23-24 WEBS 1 Row at midpt 9-22, 11-21, 11-18, 15-16 2 Rows at 1/3 pts 12-17 REACTIONS.(lb/size)30=2520/0-3-8 (req. 0-3-15), 16=2749/0-3-8 (req. 0-4-5) Max Horz 30=376(LC 5) Max Uplift 30=-95(LC 6), 16=-118(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2466/190, 3-4=-3987/316, 4-5=-4225/351, 5-6=-4441/377, 6-7=-4475/458, 7-8=-4090/482, 8-9=-2741/358, 9-11=-3226/373, 11-12=-2441/314, 12-14=-1188/242, 14-15=-1504/247, 2-30=-2455/214, 15-16=-2597/235 BOT CHORD 29-30=-358/259, 28-29=-936/59, 3-28=-947/87, 27-28=-597/3185, 26-27=-465/3266, 25-26=-498/4276, 24-25=-435/3368, 7-24=-763/222, 22-23=-34/254, 21-22=-403/3226, 18-21=-410/2974, 17-18=-304/2441 WEBS 4-26=-140/2025, 5-26=-1850/153, 5-25=-917/121, 7-25=-141/833, 22-24=-348/2544, 8-24=-205/1771, 8-22=-180/447, 9-22=-1055/218, 9-21=0/407, 11-21=0/476, 11-18=-989/194, 12-18=-7/1496, 12-17=-2353/249, 14-17=-17/493, 2-29=-107/2066, 15-17=-194/2030 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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, 16 greater than input bearing size. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 30 except (jt=lb) 16=118.Continued on page 2 May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss T13 Truss Type Piggyback Base Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005554 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:10 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-GKgCV1cG?2mc2J?FXDO96UwpcuyIuw3elAbuepzIutR NOTES-(11-12) 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) 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 14_Heritage_at_Spring_Mill Truss T14 Truss Type Piggyback Base Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005555 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-kXEajNcumMuTgTaR5xvOfiSz2IJ7dODo_qKRAFzIutQ Scale = 1:90.8 1 2 3 4 5 6 7 8 9 10 22 21 20 19 18 17 16 15 14 13 12 11 23 24 25 26 27 3x6 5x8 3x6 5x6 5x6 3x6 3x6 3x4 3x6 3x16 MT18HS 3x6 4x8 3x6 6x16 3x6 6x10 2x4 4x8 6x8 3x4 6x10 3x6 7-3-8 7-3-8 14-4-8 7-1-0 17-10-0 3-5-8 26-8-8 8-10-8 35-5-11 8-9-4 44-4-3 8-10-8 49-11-0 5-6-13 7-3-8 7-3-8 14-4-8 7-1-0 17-10-0 3-5-8 26-8-8 8-10-8 35-5-11 8-9-4 44-4-3 8-10-8 49-11-0 5-6-13 1-1-010-8-011-10-148-2-51-2-1411-10-148.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-14], [4:0-5-8,0-1-12], [9:0-3-8,0-2-8], [10:0-3-0,0-1-8], [20:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.97 0.82 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.64 0.18 (loc) 13-16 13-16 11 l/defl >999 >934 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 282 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 11-14: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-20,3-19,16-18,1-20,10-12: 2x3 SPF No.2 8-16,8-12: 2x4 SPF 2100F 1.8E, 1-22: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-9. BOT CHORD Structural wood sheathing directly applied or 9-3-13 oc bracing. Except: 1 Row at midpt 5-18 WEBS 1 Row at midpt 3-19, 6-18, 6-16, 8-16, 10-11 2 Rows at 1/3 pts 8-12 REACTIONS.(lb/size)22=2203/0-5-8, 11=2449/0-3-8 (req. 0-3-13) Max Horz 22=340(LC 5) Max Uplift 22=-72(LC 5), 11=-122(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-3120/260, 3-4=-2787/328, 4-5=-2488/345, 5-6=-2488/347, 6-8=-2511/354, 8-9=-1057/232, 9-10=-1344/235, 1-22=-2134/192, 10-11=-2338/209 BOT CHORD 20-22=-338/314, 19-20=-397/2507, 18-19=-366/2211, 5-18=-410/183, 13-16=-319/2194, 12-13=-319/2194 WEBS 3-19=-384/158, 4-19=-24/419, 4-18=-269/953, 16-18=-398/2375, 6-16=-514/250, 8-16=-101/538, 8-13=0/533, 8-12=-1915/264, 9-12=0/361, 1-20=-81/2258, 10-12=-183/1822 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 11 greater than input bearing size. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22 except (jt=lb) 11=122. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) 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.).May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss T15 Truss Type Piggyback Base Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005556 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-DjnywjdWXf0KHd9dfeQdBv?8ohfMMrTxDU4_iizIutP Scale = 1:90.7 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 24 25 26 27 28 3x6 6x8 3x6 5x6 5x6 3x6 3x6 3x4 3x6 3x16 MT18HS 3x6 4x8 3x6 6x16 3x6 6x10 2x4 4x8 6x6 3x4 6x10 3x6 7-3-8 7-3-8 14-4-8 7-1-0 17-10-0 3-5-8 26-8-8 8-10-8 35-5-11 8-9-4 44-4-3 8-10-8 49-11-0 5-6-13 -1-0-0 1-0-0 7-3-8 7-3-8 14-4-8 7-1-0 17-10-0 3-5-8 26-8-8 8-10-8 35-5-11 8-9-4 44-4-3 8-10-8 49-11-0 5-6-13 1-1-010-8-011-10-148-2-51-2-1411-10-148.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-9], [10:0-3-8,0-2-8], [11:0-3-0,0-1-8], [21:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.97 0.82 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.64 0.18 (loc) 14-17 14-17 12 l/defl >999 >936 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 284 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 12-15: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-21,4-20,17-19,2-21,11-13: 2x3 SPF No.2 9-17,9-13: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-10. BOT CHORD Structural wood sheathing directly applied or 9-3-15 oc bracing. Except: 1 Row at midpt 6-19 WEBS 1 Row at midpt 4-20, 7-19, 7-17, 9-17, 11-12 2 Rows at 1/3 pts 9-13 REACTIONS.(lb/size)23=2272/0-5-8, 12=2448/0-3-8 (req. 0-3-13) Max Horz 23=352(LC 5) Max Uplift 23=-76(LC 5), 12=-122(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3118/262, 4-5=-2782/327, 5-6=-2486/344, 6-7=-2486/346, 7-9=-2509/354, 9-10=-1056/232, 10-11=-1344/235, 2-23=-2204/230, 11-12=-2337/209 BOT CHORD 21-23=-366/355, 20-21=-396/2496, 19-20=-366/2209, 6-19=-409/184, 14-17=-319/2193, 13-14=-319/2193 WEBS 4-20=-372/155, 5-20=-22/416, 5-19=-270/952, 17-19=-398/2373, 7-17=-513/250, 9-17=-102/538, 9-14=0/533, 9-13=-1914/264, 10-13=0/361, 2-21=-32/2156, 11-13=-183/1822 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 2 = 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) WARNING: Required bearing size at joint(s) 12 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23 except (jt=lb) 12=122. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss T16 Truss Type Piggyback Base Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005557 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-95vjLPfn3HG2XwJ0m3S5GK4V?VMVqkwEgoZ5nazIutN Scale = 1:90.7 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 3x6 6x10 3x6 5x6 5x6 3x6 3x6 3x4 3x8 3x8 MT18HS 3x6 4x8 3x6 6x10 3x6 8x10 4x6 6x6 3x4 6x10 3x8 7-3-8 7-3-8 14-4-8 7-1-0 21-10-0 7-5-8 33-1-1 11-3-1 44-4-3 11-3-1 49-11-0 5-6-13 -1-0-0 1-0-0 7-3-8 7-3-8 14-4-8 7-1-0 21-10-0 7-5-8 29-4-1 7-6-1 36-10-2 7-6-1 44-4-3 7-6-1 49-11-0 5-6-13 1-1-010-8-011-10-148-2-51-2-1411-10-148.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-1-8], [11:0-3-12,0-2-0], [12:0-3-0,0-1-8], [18:0-3-12,0-2-12], [20:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.93 0.71 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.67 -1.06 0.16 (loc) 14-16 14-16 13 l/defl >894 >564 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 275 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 21-22,6-17: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-20,4-19,2-20,12-14: 2x3 SPF No.2, 9-14: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-11. BOT CHORD Structural wood sheathing directly applied or 9-7-14 oc bracing. Except: 1 Row at midpt 6-18 WEBS 1 Row at midpt 4-19, 8-16, 9-14, 12-13 REACTIONS.(lb/size)22=2329/0-5-8, 13=2400/0-3-8 (req. 0-3-12) Max Horz 22=352(LC 5) Max Uplift 22=-76(LC 5), 13=-122(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3197/262, 4-5=-2891/324, 5-6=-2737/360, 6-8=-2727/360, 8-9=-2233/313, 9-11=-1051/229, 11-12=-1340/232, 2-22=-2255/230, 12-13=-2334/204 BOT CHORD 20-22=-369/374, 19-20=-396/2560, 18-19=-366/2305, 6-18=-482/204, 14-16=-307/1939 WEBS 4-19=-334/159, 5-19=-4/542, 5-18=-254/841, 16-18=-403/2426, 8-18=-65/428, 8-16=-820/236, 9-16=-35/978, 9-14=-1683/280, 11-14=-10/402, 2-20=-32/2202, 12-14=-176/1814 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 2 = 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) WARNING: Required bearing size at joint(s) 13 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22 except (jt=lb) 13=122. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss T16A Truss Type Piggyback Base Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005558 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-dIT5YkgPpaOv84uCKn_KpYdglvhkZB9NvSIeJ0zIutM Scale = 1:90.7 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 3x6 6x10 3x6 5x6 5x6 3x6 3x6 3x4 3x8 3x8 MT18HS 3x6 4x8 3x6 6x10 3x6 8x10 4x6 6x6 3x4 6x10 3x8 7-3-8 7-3-8 14-4-8 7-1-0 21-10-0 7-5-8 33-1-1 11-3-1 44-4-3 11-3-1 49-11-0 5-6-13 -1-0-0 1-0-0 7-3-8 7-3-8 14-4-8 7-1-0 21-10-0 7-5-8 29-4-1 7-6-1 36-10-2 7-6-1 44-4-3 7-6-1 49-11-0 5-6-13 1-1-010-8-011-10-148-2-51-2-1411-10-148.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-1-8], [11:0-3-12,0-2-0], [12:0-3-0,0-1-8], [18:0-3-12,0-2-12], [20:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.93 0.71 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.67 -1.06 0.16 (loc) 14-16 14-16 13 l/defl >894 >564 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 275 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 21-22,6-17: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-20,4-19,2-20,12-14: 2x3 SPF No.2, 9-14: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-11. BOT CHORD Structural wood sheathing directly applied or 9-7-14 oc bracing. Except: 1 Row at midpt 6-18 WEBS 1 Row at midpt 4-19, 8-16, 9-14, 12-13 REACTIONS.(lb/size)22=2329/0-5-8, 13=2400/0-3-8 (req. 0-3-12) Max Horz 22=352(LC 5) Max Uplift 22=-76(LC 5), 13=-122(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3197/262, 4-5=-2891/324, 5-6=-2737/360, 6-8=-2727/360, 8-9=-2233/313, 9-11=-1051/229, 11-12=-1340/232, 2-22=-2255/230, 12-13=-2334/204 BOT CHORD 20-22=-369/374, 19-20=-396/2560, 18-19=-366/2305, 6-18=-482/204, 14-16=-307/1939 WEBS 4-19=-334/159, 5-19=-4/542, 5-18=-254/841, 16-18=-403/2426, 8-18=-65/428, 8-16=-820/236, 9-16=-35/978, 9-14=-1683/280, 11-14=-10/402, 2-20=-32/2202, 12-14=-176/1814 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 2 = 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) WARNING: Required bearing size at joint(s) 13 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22 except (jt=lb) 13=122. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss T16B Truss Type PIGGYBACK BASE Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005559 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-5U1Tm4g1auWlmETOuUVZMlArkI0EIfIX862CrTzIutL Scale = 1:89.1 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 3x6 6x10 3x6 3x6 3x8 MT18HS 3x4 3x6 3x6 3x6 4x8 3x6 6x16 3x6 6x10 3x6 6x6 6x6 3x4 5x6 5x8 6x6 7-4-6 7-4-6 14-6-3 7-1-14 21-10-0 7-3-13 29-9-4 7-11-4 37-8-8 7-11-4 44-2-8 6-6-0 49-11-0 5-8-8 -0-11-0 0-11-0 7-4-6 7-4-6 14-6-3 7-1-14 21-10-0 7-3-13 29-9-4 7-11-4 37-8-8 7-11-4 44-2-8 6-6-0 49-11-0 5-8-8 1-1-010-9-212-0-08-2-51-2-1412-0-08.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-1-8], [10:0-6-0,0-2-0], [11:0-3-0,0-1-8], [21:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.91 0.82 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.33 -0.64 0.17 (loc) 14-16 18-19 12 l/defl >999 >925 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 284 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-20: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-21,3-19,16-18,2-21,11-13: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-7-13 max.): 5-10. BOT CHORD Structural wood sheathing directly applied or 9-4-4 oc bracing. Except: 1 Row at midpt 6-18 WEBS 1 Row at midpt 3-19, 7-18, 7-16, 9-16, 9-14, 10-14, 11-12, 10-13 REACTIONS.(lb/size)22=2352/0-5-8, 12=2472/0-3-8 (req. 0-3-14) Max Horz 22=353(LC 5) Max Uplift 22=-73(LC 5), 12=-118(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3244/263, 3-5=-2924/325, 5-6=-2761/359, 6-7=-2752/359, 7-9=-2437/346, 9-10=-1940/304, 2-22=-2278/228, 11-12=-2344/213, 10-11=-1372/239 BOT CHORD 21-22=-370/382, 19-21=-395/2599, 18-19=-364/2332, 6-18=-487/206, 14-16=-286/1940, 13-14=-158/1053 WEBS 3-19=-350/161, 5-19=-6/552, 5-18=-254/850, 16-18=-352/2402, 7-18=-107/537, 7-16=-898/273, 9-16=-136/911, 9-14=-1219/307, 10-14=-259/1819, 2-21=-30/2232, 10-13=-1202/233, 11-13=-180/1811 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 2 = 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) WARNING: Required bearing size at joint(s) 12 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22 except (jt=lb) 12=118. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss T17 Truss Type Piggyback Base Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005560 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-ZgbrzQhfLCecOO1bSB0puzi0NiNz142gMmnlOvzIutK Scale = 1:92.4 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 25 26 27 28 3x6 6x10 3x6 6x10 5x12 5x6 3x6 3x6 3x4 3x6 3x8 MT18HS 3x6 4x8 3x6 6x16 3x6 6x10 3x6 2x4 6x6 3x4 8x8 6x6 7-3-8 7-3-8 14-4-8 7-1-0 21-10-0 7-5-8 30-4-1 8-6-1 38-10-3 8-6-1 40-9-10 1-11-7 46-3-10 5-6-0 49-11-0 3-7-6 -1-0-0 1-0-0 7-3-8 7-3-8 14-4-8 7-1-0 21-10-0 7-5-8 30-4-1 8-6-1 38-10-3 8-6-1 40-9-10 1-11-7 46-3-10 5-6-0 49-11-0 3-7-6 1-1-010-8-09-4-611-10-148-2-51-2-1411-10-148.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-1-8], [9:0-5-12,0-1-4], [11:0-4-4,0-2-4], [12:0-2-12,0-2-0], [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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.92 0.72 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.33 -0.64 0.17 (loc) 16-18 20-21 13 l/defl >999 >936 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 303 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 20-23,13-17: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-22,4-21,18-20,2-22,12-14: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-4-4 max.): 5-9, 10-11. BOT CHORD Structural wood sheathing directly applied or 9-7-15 oc bracing. Except: 1 Row at midpt 6-20 WEBS 1 Row at midpt 4-21, 8-20, 8-18, 9-18, 9-16, 12-13 2 Rows at 1/3 pts 10-14 REACTIONS.(lb/size)24=2340/0-5-8, 13=2340/0-3-8 (req. 0-3-11) Max Horz 24=351(LC 5) Max Uplift 24=-75(LC 6), 13=-113(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3213/261, 4-5=-2908/324, 5-6=-2760/359, 6-8=-2751/359, 8-9=-2420/345, 9-10=-2150/321, 10-11=-784/193, 11-12=-987/209, 2-24=-2265/229, 12-13=-2318/211 BOT CHORD 22-24=-368/375, 21-22=-384/2574, 20-21=-354/2319, 6-20=-496/209, 16-18=-235/1788, 15-16=-220/1712, 14-15=-219/1712 WEBS 4-21=-338/159, 5-21=-5/545, 5-20=-237/856, 18-20=-335/2376, 8-20=-109/567, 8-18=-989/308, 9-18=-182/1128, 10-16=-84/551, 10-14=-2017/200, 11-14=-36/344, 2-22=-31/2215, 12-14=-167/1877 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 2 = 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) WARNING: Required bearing size at joint(s) 13 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24 except (jt=lb) 13=113. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss T17A Truss Type Piggyback Base Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005561 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-V3jcO6jvtpvKdhBzZc2HzOoMvW3AV_Tzq4GsSozIutI Scale = 1:91.1 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 28 3x6 6x10 3x6 6x10 5x6 3x8 3x4 3x6 3x8 MT18HS 5x12 2x4 3x6 6x16 3x6 6x10 3x6 8x8 8x8 12x12 3x4 7-3-8 7-3-8 14-4-8 7-1-0 21-10-0 7-5-8 30-4-1 8-6-1 38-10-3 8-6-1 44-3-10 5-5-7 49-9-10 5-6-0 49-11-0 0-1-6 -1-0-0 1-0-0 7-3-8 7-3-8 14-4-8 7-1-0 21-10-0 7-5-8 30-4-1 8-6-1 38-10-3 8-6-1 44-3-10 5-5-7 49-9-10 5-6-0 49-11-0 0-1-6 1-1-010-8-07-0-611-10-148-3-41-2-1411-10-148.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-0], [2:0-1-12,0-1-3], [5:0-6-0,0-1-8], [9:0-5-12,0-1-4], [11:0-3-8,Edge], [13:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.92 0.74 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.66 0.19 (loc) 14-16 14-16 12 l/defl >999 >905 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 274 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 18-21,12-15: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-20,4-19,16-18,10-14,11-13: 2x3 SPF No.2 10-13,11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-6-7 max.): 5-9, 10-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 6-18 WEBS 1 Row at midpt 4-19, 8-18, 8-16, 9-16, 9-14, 10-13 2 Rows at 1/3 pts 4-22, 11-12 REACTIONS.(lb/size)22=2339/0-5-8, 12=2436/0-3-8 (req. 0-3-13) Max Horz 22=262(LC 6) Max Uplift 22=-68(LC 6), 12=-120(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-621/213, 4-5=-2907/304, 5-6=-2759/334, 6-8=-2749/334, 8-9=-2418/294, 9-10=-2232/228, 10-11=-1448/111, 2-22=-566/199 BOT CHORD 20-22=-288/2571, 19-20=-288/2571, 18-19=-225/2319, 6-18=-496/209, 14-16=-122/1785, 13-14=-115/1483 WEBS 4-20=0/288, 4-19=-336/160, 5-19=-5/544, 5-18=-227/855, 16-18=-213/2375, 8-18=-95/566, 8-16=-993/304, 9-16=-200/1135, 10-14=-77/594, 10-13=-1960/236, 11-13=-199/2608, 4-22=-2744/32, 11-12=-2313/211 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22 except (jt=lb) 12=120. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) 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.).May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss T17B Truss Type Piggyback Base Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005562 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-_FG_cSjYe71BFrmA7KZWWbKWxwPyER?73k0P_EzIutH Scale = 1:90.8 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 3x6 6x10 3x6 8x10 6x16 3x4 6x6 3x6 3x6 3x4 3x6 3x8 MT18HS 3x6 4x8 3x6 6x16 3x6 5x12 3x6 2x4 6x6 7-3-8 7-3-8 14-4-8 7-1-0 21-10-0 7-5-8 30-4-1 8-6-1 38-10-3 8-6-1 47-9-10 8-11-7 49-11-0 2-1-6 -1-0-0 1-0-0 7-3-8 7-3-8 14-4-8 7-1-0 21-10-0 7-5-8 30-4-1 8-6-1 38-10-3 8-6-1 47-9-10 8-11-7 49-11-0 2-1-6 1-1-010-8-04-8-611-10-145-11-41-2-1411-10-148.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-1-8], [9:0-6-8,0-1-12], [11:Edge,0-2-8], [20:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.96 0.71 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.33 -0.61 0.16 (loc) 14-16 18-19 12 l/defl >999 >973 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 266 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 9-10,7-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 18-21,12-15: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 11-12,4-20,4-19,16-18,10-13,10-12,2-20: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-6-14 max.): 5-9, 10-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 6-18 WEBS 1 Row at midpt 4-19, 8-18, 8-16, 9-16, 9-14, 10-12 REACTIONS.(lb/size)12=2335/0-3-8 (req. 0-3-11), 22=2330/0-5-8 Max Horz 22=324(LC 5) Max Uplift 12=-49(LC 4), 22=-76(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3197/261, 4-5=-2891/323, 5-6=-2739/359, 6-8=-2730/359, 8-9=-2390/345, 9-10=-2271/276, 2-22=-2255/229 BOT CHORD 20-22=-340/374, 19-20=-329/2561, 18-19=-296/2305, 6-18=-501/210, 14-16=-129/1765, 13-14=-13/862, 12-13=-11/866 WEBS 4-19=-340/159, 5-19=-4/546, 5-18=-238/844, 16-18=-259/2347, 8-18=-119/576, 8-16=-996/327, 9-16=-227/1136, 10-14=-139/1065, 10-13=0/330, 10-12=-2570/190, 2-20=-31/2203 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 2 = 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) WARNING: Required bearing size at joint(s) 12 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 22. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss T18 Truss Type Piggyback Base Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005563 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-SSqMpokAPQ92t?LMh14l3ptiIJhqzwiGHOlzXgzIutG Scale = 1:90.7 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 3x6 6x10 3x6 6x10 3x4 3x6 3x6 3x4 3x6 3x8 3x6 4x8 3x6 6x16 3x6 6x10 3x6 3x6 6x6 4x8 7-3-8 7-3-8 14-4-8 7-1-0 21-10-0 7-5-8 30-4-1 8-6-1 38-10-3 8-6-1 49-11-0 11-0-13 -1-0-0 1-0-0 7-3-8 7-3-8 14-4-8 7-1-0 21-10-0 7-5-8 30-4-1 8-6-1 38-10-3 8-6-1 44-3-5 5-5-3 49-11-0 5-7-11 1-1-010-8-011-10-144-6-51-2-1411-10-148.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-1-8], [9:0-5-12,0-1-4], [10:0-2-8,0-1-8], [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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.92 0.92 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.49 -1.03 0.18 (loc) 12-13 12-13 12 l/defl >999 >576 n/a L/d 240 180 n/a PLATES MT20 Weight: 263 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 17-20,12-14: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-19,4-18,15-17,10-13,2-19: 2x3 SPF No.2, 11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 13-15. 1 Row at midpt 6-17 WEBS 1 Row at midpt 4-18, 8-17, 8-15, 9-15, 9-13 2 Rows at 1/3 pts 10-12 REACTIONS.(lb/size)21=2345/0-5-8, 12=2424/0-3-8 (req. 0-3-13) Max Horz 21=307(LC 5) Max Uplift 21=-77(LC 6), 12=-49(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3220/261, 4-5=-2916/324, 5-6=-2770/359, 6-8=-2761/360, 8-9=-2427/349, 9-10=-2292/299, 2-21=-2270/230 BOT CHORD 19-21=-323/375, 18-19=-312/2579, 17-18=-278/2326, 6-17=-496/209, 13-15=-112/1827, 12-13=-50/1458 WEBS 4-18=-338/158, 5-18=-4/544, 5-17=-238/862, 15-17=-246/2370, 8-17=-116/570, 8-15=-997/319, 9-15=-229/1078, 10-13=-112/716, 2-19=-31/2220, 10-12=-2481/146 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 2 = 8% 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 12. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) 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.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss T22 Truss Type ROOF SPECIAL Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005564 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Oqy7EUmQx2Pm6JVloS7D8Ey1h7O2RozZliE4bZzIutE Scale = 1:101.1 1 2 3 4 5 6 7 8 9 10 22 21 20 19 18 17 16 15 14 13 12 11232425 5x8 5x6 10x10 6x8 6x6 3x6 3x8 MT18HS 3x8 3x4 3x6 3x6 4x8 5x8 3x8 2x4 8x8 6x10 6x16 3x6 6x10 4x8 3x8 MT18HS0-2-50-2-57-8-15 7-8-15 12-0-3 4-3-4 19-0-5 7-0-2 26-0-8 7-0-2 30-4-8 4-4-0 39-11-0 9-6-8 45-6-8 5-7-8 53-7-0 8-0-8 7-8-15 7-8-15 12-0-3 4-3-4 19-0-5 7-0-2 26-0-8 7-0-2 30-4-8 4-4-0 35-1-12 4-9-4 39-11-0 4-9-4 45-6-8 5-7-8 53-7-0 8-0-8 2-3-1410-1-117-3-010-4-01-1-01-0-010-1-118.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [5:0-6-9,Edge], [9:0-4-9,Edge], [12:0-2-8,0-2-0], [13:0-3-12,0-2-12], [14:0-3-8,Edge], [21:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.93 0.87 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.40 -1.04 0.20 (loc) 16-18 14-15 11 l/defl >999 >614 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 263 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 3-5,6-9: 2x4 SPF No.2, 5-6: 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 19-22,11-13: 2x4 SPF No.2, 8-14: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-20,4-16,1-22,10-11: 2x4 SPF No.2, 6-16: 2x4 SPF-S Stud 13-15: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-3 max.): 3-5, 6-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16 2 Rows at 1/3 pts 4-20, 6-16 REACTIONS.(lb/size)22=2371/Mechanical, 11=2325/0-3-8 (req. 0-3-10) Max Horz 22=-204(LC 4) Max Uplift 22=-39(LC 5), 11=-115(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2804/253, 2-3=-2809/345, 3-4=-2274/305, 4-5=-3277/389, 5-6=-4003/430, 6-7=-4466/429, 7-8=-4005/404, 8-9=-4018/405, 9-10=-3329/285, 1-22=-2292/212, 10-11=-2252/217 BOT CHORD 20-21=-217/2233, 18-20=-236/3113, 16-18=-236/3113, 15-16=-260/4469, 8-13=-358/151, 12-13=-121/2670, 11-12=-82/382 WEBS 2-21=-480/109, 2-20=-156/280, 3-20=-107/1230, 4-20=-1500/135, 4-18=0/428, 4-16=-81/342, 5-16=-132/1867, 6-16=-2269/240, 6-15=-474/98, 7-15=0/358, 13-15=-308/4192, 7-13=-601/81, 9-13=-217/1955, 1-21=-103/2200, 10-12=-173/2301 NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical 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 10 = 4% 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) WARNING: Required bearing size at joint(s) 11 greater than input bearing size. 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) 11=115. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) 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 May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss T22 Truss Type ROOF SPECIAL Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005564 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:23 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Oqy7EUmQx2Pm6JVloS7D8Ey1h7O2RozZliE4bZzIutE 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 14_Heritage_at_Spring_Mill Truss T23 Truss Type ROOF SPECIAL Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005565 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-s1WVRpn2iLXdkT4xMAeSgRVBNXlSAGMizM_d7?zIutD Scale = 1:103.2 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 1224252627 3x6 6x6 8x8 6x6 3x6 3x6 3x8 3x6 5x6 3x6 4x8 3x6 5x8 6x10 3x6 6x8 8x10 3x8 6x8 4x6 5x6 3x16 MT18HS 5x8 0-2-50-2-57-9-0 7-9-0 15-6-3 7-9-3 22-6-8 7-0-5 26-10-8 4-4-0 33-4-12 6-6-4 39-11-0 6-6-4 42-0-8 2-1-8 53-7-0 11-6-8 7-9-0 7-9-0 15-6-3 7-9-3 22-6-8 7-0-5 26-10-8 4-4-0 33-4-12 6-6-4 39-11-0 6-6-4 42-0-8 2-1-8 47-9-14 5-9-6 53-7-0 5-9-2 2-3-1412-5-119-7-012-8-01-1-01-0-012-5-118.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [5:0-4-9,Edge], [14:0-6-8,0-5-0], [15:Edge,0-2-8], [16:0-2-8,0-3-0], [17:0-2-8,0-1-8], [22:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 1.00 0.80 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -0.85 0.21 (loc) 16-17 12-13 12 l/defl >999 >754 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 297 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4,1-3: 2x4 SPF 2100F 1.8E, 5-6: 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 21-23: 2x4 SPF No.2, 8-15: 2x3 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-22,6-17,7-16,9-13,10-13,1-22: 2x3 SPF No.2 11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-5, 6-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-20, 4-19, 6-17, 7-16, 7-14, 8-13, 10-12 2 Rows at 1/3 pts 6-19 REACTIONS.(lb/size)23=2499/Mechanical, 12=2361/0-3-8 (req. 0-3-11) Max Horz 23=-258(LC 4) Max Uplift 23=-44(LC 6), 12=-126(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2989/244, 2-4=-2923/338, 4-5=-2742/363, 5-6=-3376/398, 6-7=-3642/383, 7-8=-3036/344, 8-9=-2616/295, 9-10=-3246/313, 10-11=-443/50, 1-23=-2433/202, 11-12=-354/59 BOT CHORD 22-23=-252/284, 20-22=-181/2394, 19-20=-135/2320, 17-19=-144/3640, 16-17=-137/3406, 8-14=-109/1173, 13-14=-112/3031, 12-13=-167/2607 WEBS 2-22=-376/126, 4-20=-25/471, 4-19=-98/944, 5-19=-104/1458, 6-19=-2152/253, 7-17=-31/499, 7-16=-321/117, 14-16=-159/3284, 7-14=-598/80, 8-13=-1554/249, 9-13=-107/1575, 1-22=-103/2387, 10-12=-2993/270 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical 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) 12 greater than input bearing size. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23 except (jt=lb) 12=126. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss T23 Truss Type ROOF SPECIAL Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005565 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:24 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-s1WVRpn2iLXdkT4xMAeSgRVBNXlSAGMizM_d7?zIutD 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 14_Heritage_at_Spring_Mill Truss T24 Truss Type PIGGYBACK BASE Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005566 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-KD4tf9ngTffULcf7wt9hDf1OKx2gvgtsC0jAgRzIutC Scale = 1:107.3 1 2 3 4 5 6 7 8 9 10 11 12 25 24 23 22 21 20 19 18 17 16 15 14 132627 3x6 5x8 5x6 6x6 5x6 3x6 3x4 3x6 3x6 3x8 5x12 3x6 4x8 5x12 3x6 5x8 3x8 3x6 3x6 4x8 5x8 3x8 MT18HS 2x4 3x6 5x6 0-2-50-2-513-8-013-4-140-4-37-9-1 7-9-1 15-9-3 8-0-2 16-7-8 0-10-5 23-4-8 6-9-0 30-5-8 7-1-0 37-6-8 7-1-0 38-6-8 1-0-0 39-11-0 1-4-8 42-4-14 2-5-14 53-7-0 11-2-2 7-9-1 7-9-1 15-9-3 8-0-2 16-7-8 0-10-5 21-5-3 4-9-11 22-3-8 0-10-5 23-4-8 1-1-0 30-5-8 7-1-0 37-6-8 7-1-0 38-6-8 1-0-0 39-11-0 1-4-8 41-4-14 1-5-14 42-4-14 1-0-0 47-9-9 5-4-11 53-7-0 5-9-7 2-3-1411-11-012-10-01-1-01-0-012-10-08.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [4:0-5-4,0-2-4], [5:0-3-12,0-2-0], [14:0-2-8,0-1-8], [15:0-4-0,0-0-8], [16:0-5-4,0-2-0], [17:Edge,0-2-8], [19:0-3-8,0-2-8], [22:0-5-8,0-2-8], [24:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.86 0.99 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.33 -0.80 0.23 (loc) 19-21 13-14 13 l/defl >999 >797 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 305 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-6: 2x6 SPF No.2, 10-12,4-5: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-17: 2x3 SPF No.2, 13-16: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-24,9-14,11-14,1-24,9-16,16-19: 2x3 SPF No.2 1-25,11-13: 2x4 SPF-S Stud, 6-22: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-6 max.): 6-8, 4-5. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 2-22, 5-22, 7-21, 7-19, 7-16, 1-25, 9-16, 6-22 2 Rows at 1/3 pts 11-13 REACTIONS.(lb/size)25=2465/Mechanical, 13=2333/0-3-8 (req. 0-3-11) Max Horz 25=-265(LC 4) Max Uplift 25=-45(LC 6), 13=-126(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2954/245, 2-4=-2848/341, 5-6=-2174/324, 6-7=-2863/364, 7-8=-2385/331, 8-9=-2943/369, 9-11=-3189/310, 11-12=-522/65, 1-25=-2404/202, 4-5=-2271/332, 12-13=-406/71 BOT CHORD 24-25=-259/288, 22-24=-217/2368, 21-22=-177/2858, 19-21=-147/2839, 18-19=0/308, 15-16=-88/2329, 14-15=-60/2576, 13-14=-158/2568 WEBS 2-24=-345/133, 2-22=-257/174, 5-22=-122/1078, 6-21=0/397, 7-21=-60/290, 7-16=-738/186, 9-14=0/362, 1-24=-107/2374, 16-18=0/268, 8-16=-96/1251, 9-16=-384/100, 16-19=-176/2549, 6-22=-2013/211, 4-22=-53/1114, 11-13=-2862/246 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical 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) 13 greater than input bearing size. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25 except (jt=lb) 13=126. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss T24 Truss Type PIGGYBACK BASE Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005566 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:25 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-KD4tf9ngTffULcf7wt9hDf1OKx2gvgtsC0jAgRzIutC 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 14_Heritage_at_Spring_Mill Truss T25 Truss Type Piggyback Base Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005567 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-HcBd4rpx?GvCbwoW1IB9I47jbklyNcK8gKCHkKzIutA Scale = 1:99.1 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 142627282930 3x6 6x10 3x6 6x6 3x6 3x6 3x6 3x6 3x4 3x6 3x6 4x8 3x6 5x8 2x4 3x8 2x4 2x4 6x10 6x16 3x6 5x8 5x8 6x8 3x8 MT18HS 7-3-8 7-3-8 14-4-8 7-1-0 20-6-9 6-2-1 26-7-5 6-0-13 32-8-2 6-0-13 39-7-8 6-11-6 46-6-0 6-10-8 53-7-0 7-1-0 7-3-8 7-3-8 14-4-8 7-1-0 20-6-9 6-2-1 26-7-5 6-0-13 32-8-2 6-0-13 38-10-3 6-2-1 39-7-8 0-9-5 46-6-0 6-10-8 53-7-0 7-1-0 2-3-1411-10-141-1-01-0-011-10-148.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [4:0-5-12,0-1-4], [9:0-3-12,0-2-0], [15:0-2-8,0-2-8], [18:0-4-8,0-2-4], [24:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.94 0.94 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.60 0.21 (loc) 18-19 18-19 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 307 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-24,3-23,16-18,11-16,11-15,1-24,13-15: 2x3 SPF No.2 1-25: 2x4 SPF-S Stud, 13-14: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-1-0 max.): 4-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 19-21,18-19. 1 Row at midpt 10-16 WEBS 1 Row at midpt 3-23, 4-21, 5-21, 6-21, 6-18, 8-18, 9-18, 11-16, 1-25 REACTIONS.(lb/size)25=2522/Mechanical, 14=2433/0-3-8 (req. 0-3-13) Max Horz 25=276(LC 5) Max Uplift 25=-37(LC 6), 14=-39(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2978/253, 3-4=-2968/345, 4-5=-2840/367, 5-6=-2840/368, 6-8=-2790/367, 8-9=-2791/368, 9-10=-3074/451, 10-11=-3166/347, 11-13=-3429/274, 1-25=-2461/203, 13-14=-2369/202 BOT CHORD 24-25=-260/278, 23-24=-254/2391, 21-23=-221/2361, 19-21=-225/3000, 18-19=-225/3000, 10-16=-277/213, 15-16=-126/2766, 14-15=-35/258 WEBS 3-24=-430/122, 4-23=-33/326, 4-21=-231/1117, 5-21=-390/169, 6-21=-429/122, 6-19=0/353, 6-18=-541/127, 8-18=-387/162, 9-18=-202/839, 16-18=-79/2358, 9-16=-204/939, 11-16=-310/143, 1-24=-92/2410, 13-15=-94/2530 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 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) 14 greater than input bearing size. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 14. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss T26 Truss Type Piggyback Base Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005568 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-lol0HBqZma13C4Nib?iOrHftt86661mIu_yrGmzIut9 Scale = 1:99.3 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 1426272829 3x6 6x10 3x6 8x8 3x6 3x6 3x6 3x4 3x4 3x6 3x6 4x8 3x6 5x8 2x4 2x4 3x8 5x12 6x10 3x6 5x8 6x6 6x8 3x8 MT18HS 7-3-8 7-3-8 14-4-8 7-1-0 22-6-13 8-2-5 30-7-14 8-1-1 38-10-3 8-2-5 40-2-1 1-3-14 46-9-4 6-7-4 53-7-0 6-9-12 7-3-8 7-3-8 14-4-8 7-1-0 22-6-13 8-2-5 30-7-14 8-1-1 38-10-3 8-2-5 40-2-1 1-3-14 46-9-4 6-7-4 53-7-0 6-9-12 54-6-0 0-11-0 2-3-1411-10-141-1-01-0-011-10-148.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [4:0-5-12,0-1-4], [8:0-5-8,0-1-12], [15:0-2-8,0-2-8], [16:0-3-0,0-3-4], [18:0-2-0,0-1-8], [24:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.97 0.82 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.32 -0.64 0.22 (loc) 19-21 19-21 14 l/defl >999 >991 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 293 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6,6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 9-17,14-16: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-24,3-23,16-18,10-16,10-15,1-24,12-15: 2x3 SPF No.2 1-25: 2x4 SPF-S Stud, 12-14: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-8-11 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. 1 Row at midpt 9-16 WEBS 1 Row at midpt 3-23, 4-21, 5-21, 7-21, 8-18, 10-16, 1-25 2 Rows at 1/3 pts 7-18 REACTIONS.(lb/size)25=2567/0-5-8, 14=2537/0-3-8 (req. 0-4-0) Max Horz 25=-285(LC 4) Max Uplift 25=-38(LC 6), 14=-74(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-3029/254, 3-4=-3042/344, 4-5=-3026/377, 5-7=-3025/377, 7-8=-2407/331, 8-9=-3158/425, 9-10=-3292/341, 10-12=-3458/272, 1-25=-2501/204, 12-14=-2469/237 BOT CHORD 24-25=-252/290, 23-24=-245/2433, 21-23=-212/2426, 19-21=-186/3050, 18-19=-186/3050, 15-16=-90/2782, 14-15=-45/337 WEBS 3-24=-458/119, 4-23=-22/366, 4-21=-235/1142, 5-21=-518/217, 7-19=0/457, 7-18=-1229/227, 8-18=-461/9, 16-18=-45/2868, 8-16=-169/1932, 1-24=-91/2449, 12-15=-50/2469 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 14 greater than input bearing size. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 14. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) 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.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss TG01 Truss Type HALF HIP GIRDER Qty 1 Ply 2 14 Heritage at Spring Mill Job Reference (optional) I37005569 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-hAtmitrpHBHmSOX5iQlswilJtylmazXbMHRxLfzIut7 Scale: 1/8"=1' 12 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 132526272829 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 5x8 3x6 3x4 8x8 12x12 3x4 4x6 3x8 2x4 5x10 MT18HS 5x8 5x12 8x16 3x6 3x6 4x6 4x6 8x8 8x8 3x6 5x6 5x12 0-1-02-3-8 2-3-8 7-6-6 5-2-14 14-4-0 6-9-10 24-1-14 9-9-14 33-11-12 9-9-14 43-9-10 9-9-14 53-11-0 10-1-6 -0-11-0 0-11-0 2-3-8 2-3-8 7-6-6 5-2-14 14-4-0 6-9-10 22-2-5 7-10-5 30-0-10 7-10-5 37-10-14 7-10-5 45-9-3 7-10-5 53-11-0 8-1-13 1-1-06-0-46-1-46-0-40-8-08.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-9], [5:0-3-8,0-1-8], [18:0-5-6,0-2-4], [20:0-8-0,0-6-4], [24:Edge,0-10-2], [24:0-1-12,0-0-0] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.61 1.00 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.73 -0.99 0.27 (loc) 18-19 18-19 13 l/defl >883 >651 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 576 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-7,7-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E *Except* 23-24,20-22: 2x6 SPF No.2, 3-23: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 5-19,5-21,6-20,2-22: 2x4 SPF No.2, 18-20,11-13: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-2 max.): 4-12. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-21, 18-20, 9-14, 11-13 REACTIONS.(lb/size)13=4016/0-3-8, 24=3778/0-3-8 Max Horz 24=178(LC 12) Max Uplift 13=-2439(LC 3), 24=-1913(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5893/3091, 3-4=-6050/3377, 4-5=-4893/2786, 5-6=-8529/5060, 6-8=-9322/5647, 8-9=-8877/5335, 9-11=-5901/3592, 2-24=-3680/1888 BOT CHORD 23-24=-279/283, 21-22=-2747/4983, 20-21=-5015/8609, 18-19=-211/359, 16-18=-5433/9254, 14-16=-4608/7878, 13-14=-2848/4890 WEBS 19-20=-276/313, 5-20=-1447/2141, 3-21=-386/225, 4-21=-1817/2948, 5-21=-4561/2864, 18-20=-5300/8995, 6-20=-979/629, 8-16=-660/360, 9-16=-1084/1749, 9-14=-2738/1556, 11-14=-1936/3075, 11-13=-5937/3528, 2-22=-2405/4562 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 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=2439, 24=1913. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss TG01 Truss Type HALF HIP GIRDER Qty 1 Ply 2 14 Heritage at Spring Mill Job Reference (optional) I37005569 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:30 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-hAtmitrpHBHmSOX5iQlswilJtylmazXbMHRxLfzIut7 NOTES-(13-14) 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 137 lb down and 88 lb up at 3-4-4, 114 lb down and 88 lb up at 5-4-4, 137 lb down and 132 lb up at 7-4-4, 116 lb down and 158 lb up at 9-4-4, 116 lb down and 158 lb up at 11-4-4, 116 lb down and 158 lb up at 13-4-4, 116 lb down and 158 lb up at 15-4-4, 116 lb down and 158 lb up at 17-4-4, 116 lb down and 158 lb up at 19-4-4, 116 lb down and 158 lb up at 21-4-4, 116 lb down and 158 lb up at 23-4-4, 116 lb down and 158 lb up at 25-4-4, 123 lb down and 154 lb up at 27-4-4, 123 lb down and 154 lb up at 29-4-4, 123 lb down and 154 lb up at 31-4-4, 123 lb down and 154 lb up at 33-4-4, 123 lb down and 154 lb up at 35-4-4, 116 lb down and 158 lb up at 37-4-4, 116 lb down and 158 lb up at 39-4-4, 116 lb down and 158 lb up at 41-4-4, 116 lb down and 158 lb up at 43-4-4, 116 lb down and 158 lb up at 45-4-4, 116 lb down and 158 lb up at 47-4-4, 116 lb down and 158 lb up at 49-4-4, and 116 lb down and 158 lb up at 51-4-4, and 122 lb down and 155 lb up at 53-4-4 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 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-12=-60, 23-24=-20, 20-22=-20, 17-19=-20, 17-38=-60, 38-41=-20, 15-41=-60, 15-46=-20, 46-48=-60, 13-48=-20 Concentrated Loads (lb) Vert: 21=-114 25=-137 26=-114 27=-116 28=-116 29=-116 30=-116 31=-116 32=-116 33=-116 34=-116 35=-116 36=-123 37=-123 38=-123 39=-123 40=-123 42=-116 43=-116 44=-116 45=-116 46=-116 47=-116 49=-116 50=-116 51=-122 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss TG02 Truss Type GABLE Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005570 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-dZ?W7Yt3ppXUhhhTqrnK?7qgslSU2t5upbw2PXzIut5 Scale = 1:72.2 Sheet Front Left Option 9-3-11 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 24 23 22 21 20 19 30 26 27 28 35 37 36 40 38 29 25 31 32 33 34 42 39 41 43 44 45 46 47 48 6x6 5x8 4x10 3x8 4x6 3x6 4x6 3x6 4x6 4x6 2x4 2x4 3x8 4x8 3x8 2x4 2x4 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x8 0-1-133-5-09-3-11 8-2-6 8-2-6 9-3-11 1-1-5 15-0-10 5-8-15 23-3-0 8-2-6 -0-11-0 0-11-0 3-0-5 3-0-5 8-2-6 5-2-0 15-0-10 6-10-5 16-11-8 1-10-13 20-2-11 3-3-3 23-3-0 3-0-5 24-2-0 0-11-0 1-7-010-11-1511-1-121-7-010-11-1514.00 12 Plate Offsets (X,Y)-- [7:0-1-4,0-1-7], [8:0-3-4,0-2-0], [13:0-5-9,0-2-8], [27:0-2-8,0-1-8], [27:0-1-12,0-1-12], [33:0-1-4,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.52 0.92 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.19 0.02 (loc) 20-22 20-22 19 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 357 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 8-23,13-23,13-20,22-29: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-4 max.): 8-13. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-24 JOINTS 1 Brace at Jt(s): 26, 27, 28, 29, 36, 38, 39 REACTIONS.(lb/size)24=1438/0-3-8, 19=1310/0-3-8 Max Horz 24=-277(LC 3) Max Uplift 24=-140(LC 5), 19=-88(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-293/112, 3-4=-1205/127, 4-5=-1288/139, 5-6=-1283/196, 6-7=-1239/232, 7-8=-1039/169, 8-9=-820/196, 9-10=-820/197, 10-11=-819/196, 11-12=-820/197, 12-13=-818/197, 13-14=-1018/180, 14-15=-1107/181, 15-16=-1235/157, 2-24=-346/147 BOT CHORD 23-24=-239/796, 22-23=-90/879, 20-22=-58/737, 19-20=-19/695 WEBS 3-30=-22/304, 23-27=-96/743, 8-27=-112/635, 23-28=-268/183, 20-29=-39/397, 13-29=-46/416, 24-25=-1229/96, 3-25=-1126/81, 16-19=-1220/71, 22-42=-48/252 NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19 except (jt=lb) 24=140. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 lb down and 127 lb up at 1-6-14 on top chord, and 33 lb down and 12 lb up at 1-6-14, 24 lb down at 3-8-8, 24 lb down at 5-8-8, 24 lb down at 7-8-8, and 24 lb down at 9-8-0, and 676 lb down and 106 lb up at 10-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Continued on page 2 May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss TG02 Truss Type GABLE Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005570 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:32 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-dZ?W7Yt3ppXUhhhTqrnK?7qgslSU2t5upbw2PXzIut5 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 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-8=-60, 8-13=-60, 13-17=-60, 17-18=-60, 19-24=-20 Concentrated Loads (lb) Vert: 22=-16(F) 43=-28(F) 44=-17(F) 45=-16(F) 46=-16(F) 47=-16(F) 48=-676(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 14_Heritage_at_Spring_Mill Truss TG03 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005571 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-5lZvKuuha6gLJrGgOYIZYLNox9nxnKc12Ffby_zIut4 Scale = 1:94.0 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 132425262728293031 8x8 8x8 5x6 3x6 12x12 4x6 5x8 8x10 4x8 4x8 3x6 4x6 3x6 2x4 8x8 3x6 5x6 6x6 5x12 5x8 4x8 0-2-54-6-8 4-6-8 6-8-3 2-1-11 18-6-3 11-10-0 30-1-5 11-7-2 41-8-8 11-7-2 47-8-0 5-11-8 48-2-8 0-6-8 53-11-0 5-8-8 -0-11-0 0-11-0 4-6-8 4-6-8 6-8-3 2-1-11 12-7-3 5-11-0 18-6-3 5-11-0 26-2-15 7-8-12 33-11-12 7-8-12 41-8-8 7-8-12 47-8-0 5-11-8 48-2-8 0-6-8 53-11-0 5-8-8 1-1-03-11-012-0-08-2-512-0-08.00 12 Plate Offsets (X,Y)-- [3:0-4-9,Edge], [4:0-3-7,Edge], [6:0-3-12,0-2-0], [11:0-9-12,0-2-0], [12:Edge,0-1-12], [22:0-3-8,0-2-8], [23:0-5-0,0-2-4], [23:0-2-5,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.75 0.97 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.38 -0.77 0.13 (loc) 19-21 19-21 13 l/defl >999 >835 n/a L/d 240 180 n/a PLATES MT20 Weight: 354 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x6 SPF No.2, 6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 *Except* 16-18,18-20: 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-22,4-21: 2x4 SPF-S Stud, 2-23: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc purlins, except end verticals, and 2-0-0 oc purlins (2-5-13 max.): 3-4, 6-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-21, 5-19, 7-19, 7-17, 10-15, 11-15, 11-14 2 Rows at 1/3 pts 9-15, 12-13 REACTIONS.(lb/size)23=2670/0-3-8 (req. 0-4-3), 13=2782/0-3-8 (req. 0-4-6) Max Horz 23=377(LC 4) Max Uplift 23=-114(LC 5), 13=-115(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3471/155, 3-4=-4360/152, 4-5=-5150/239, 5-6=-3612/260, 6-7=-2923/241, 7-9=-3193/263, 9-10=-2291/225, 10-11=-2291/224, 12-13=-2654/152, 2-23=-2564/144, 11-12=-1562/185 BOT CHORD 22-23=-372/341, 21-22=-437/2868, 19-21=-431/3404, 17-19=-426/3204, 15-17=-398/2988, 14-15=-167/1207 WEBS 3-22=-644/0, 3-21=-21/2793, 4-21=-3083/172, 5-21=-82/1365, 5-19=-803/219, 6-19=-24/1569, 7-19=-668/282, 9-17=0/662, 9-15=-1288/182, 10-15=-455/191, 11-15=-266/2202, 12-14=-190/2070, 2-22=-66/2551, 11-14=-1430/232 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) WARNING: Required bearing size at joint(s) 23, 13 greater than input bearing size. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 23=114, 13=115. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 54 lb up at 4-6-8 on top chord, and 3 lb down at 4-6-8 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). Continued on page 2 May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss TG03 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005571 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:33 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-5lZvKuuha6gLJrGgOYIZYLNox9nxnKc12Ffby_zIut4 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) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-6=-60, 6-11=-60, 23-24=-20, 24-25=-60, 25-26=-20, 26-27=-60, 27-28=-20, 28-29=-60, 29-30=-20, 14-30=-60, 14-31=-20, 13-31=-60, 11-12=-60 Concentrated Loads (lb) Vert: 22=-1(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 14_Heritage_at_Spring_Mill Truss TG04 Truss Type HALF HIP GIRDER Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005572 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Zy7HYEuKLQoCw?rsxGpo4Yv5lZI9W_eAHvP9UQzIut3 Scale = 1:19.4 1 2 3 4 5 9 8 7 6 10 3x4 2x4 2x4 2x4 2x4 3x4 3x4 2x4 0-1-42-3-8 2-3-8 3-10-8 1-7-0 -0-11-0 0-11-0 1-5-7 1-5-7 2-3-8 0-10-1 3-10-8 1-7-0 1-7-03-2-13-3-52-0-91-1-82-6-10-8-03-2-114.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.24 0.20 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.00 (loc) 7 7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 4-8: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=231/0-3-8, 6=153/0-1-8 Max Horz 9=90(LC 4) Max Uplift 9=-58(LC 5), 6=-75(LC 4) Max Grav 9=231(LC 1), 6=157(LC 10) 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 lb down and 27 lb up at 1-5-7, and 41 lb down and 50 lb up at 1-11-4 on top chord, and 4 lb down and 22 lb up at 1-5-7, and 20 lb down at 2-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 8-9=-20, 6-7=-20 Continued on page 2 May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss TG04 Truss Type HALF HIP GIRDER Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005572 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:34 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Zy7HYEuKLQoCw?rsxGpo4Yv5lZI9W_eAHvP9UQzIut3 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=-13(B) 4=-22(B) 10=1(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 14_Heritage_at_Spring_Mill Truss TG05 Truss Type HIP GIRDER Qty 1 Ply 3 14 Heritage at Spring Mill Job Reference (optional) I37005573 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-28gflavy6kw3Y9P2VzK1dmS6?zXAFE9KVZ8i0szIut2 Scale = 1:28.8 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 18 19 20 6x8 5x10 MT18HS 5x10 MT18HS 3x6 3x6 10x10 3x12 6x10 6x8 10x10 0-1-41-7-11 1-7-11 7-5-8 5-9-13 13-3-5 5-9-13 14-11-0 1-7-11 1-7-11 1-7-11 7-5-8 5-9-13 13-3-5 5-9-13 14-11-0 1-7-11 15-10-0 0-11-0 1-7-03-4-123-6-01-7-03-4-1214.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [2:0-7-8,0-1-12], [4:0-7-8,0-1-12], [5:Edge,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.85 0.66 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.24 0.04 (loc) 9-10 8-9 7 l/defl >999 >742 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 249 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-10,3-8,1-11,5-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 7-8. REACTIONS.(lb/size)11=9172/0-3-8, 7=7096/0-3-8 Max Horz 11=-105(LC 3) Max Uplift 11=-806(LC 4), 7=-1613(LC 6) Max Grav 11=9172(LC 9), 7=7096(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7939/606, 2-3=-5493/441, 3-4=-4690/1264, 4-5=-6771/1802, 1-11=-10084/740, 5-7=-8718/2282 BOT CHORD 9-10=-1665/12098, 8-9=-1665/12098 WEBS 2-10=-291/5701, 3-10=-7487/1410, 3-9=-605/7015, 3-8=-8397/476, 4-8=-1220/4811, 1-10=-519/6609, 5-8=-1537/5731 NOTES-(13-14) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=806, 7=1613. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss TG05 Truss Type HIP GIRDER Qty 1 Ply 3 14 Heritage at Spring Mill Job Reference (optional) I37005573 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:35 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-28gflavy6kw3Y9P2VzK1dmS6?zXAFE9KVZ8i0szIut2 NOTES-(13-14) 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 lb down and 67 lb up at 1-7-11, 52 lb down and 56 lb up at 3-5-8, 52 lb down and 56 lb up at 5-5-8, 52 lb down and 56 lb up at 7-5-8, 52 lb down and 56 lb up at 9-5-8, and 52 lb down and 56 lb up at 11-5-8, and 51 lb down and 67 lb up at 13-3-5 on top chord, and 2502 lb down and 70 lb up at 1-4-4, 21 lb down and 16 lb up at 1-7-11, 2445 lb down and 57 lb up at 3-4-4, 27 lb down at 3-5-8, 2479 lb down and 56 lb up at 5-4-4, 27 lb down at 5-5-8, 2351 lb down and 57 lb up at 7-4-4, 27 lb down at 7-5-8, 2372 lb down and 234 lb up at 9-4-4, 27 lb down at 9-5-8, 2616 lb down and 1564 lb up at 11-5-0, and 27 lb down at 11-5-8, and 21 lb down and 16 lb up at 13-3-5 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 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 5-6=-60, 7-11=-20 Concentrated Loads (lb) Vert: 2=-1(B) 4=-1(B) 9=-2368(F=-2351, B=-17) 3=-32(B) 8=-11(B) 12=-32(B) 13=-32(B) 14=-32(B) 15=-32(B) 16=-2513(F=-2502, B=-11) 17=-2462(F=-2445, B=-17) 18=-2496(F=-2479, B=-17) 19=-2390(F=-2372, B=-17) 20=-2633(F=-2616, B=-17) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss TG06 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 14 Heritage at Spring Mill Job Reference (optional) I37005574 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-_XoPAGxCeLAnnSZRdONViBXYYmBtjBRdztdp5lzIut0 Scale = 1:72.5 1 2 8 9 10 3 4 5 6 7 19 18 17 16 15 14 13 12 1120212223242526272829303132333435363738394041 5x6 5x8 2x4 4x6 3x12 4x8 5x8 3x6 4x6 3x6 4x6 3x6 4x8 2x4 5x6 5x6 3x6 4x8 3x6 0-2-50-1-02-7-14 2-7-14 12-10-5 10-2-7 23-0-11 10-2-7 33-3-2 10-2-7 37-7-2 4-4-0 39-11-0 2-3-14 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 37-7-2 4-4-0 39-11-0 2-3-14 3-9-02-5-45-6-42-5-45-5-48.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-3], [9:0-2-12,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.46 0.77 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.33 -0.45 0.10 (loc) 15-17 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 386 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-18,7-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-14 max.): 9-10, 2-8. BOT CHORD Structural wood sheathing directly applied or 8-9-11 oc bracing. WEBS 1 Row at midpt 3-18 REACTIONS.(lb/size)11=2524/0-3-8, 19=2636/Mechanical Max Horz 19=-158(LC 3) Max Uplift 11=-1343(LC 3), 19=-1552(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1590/1019, 8-9=-3644/2167, 1-19=-2800/1722, 2-3=-1302/857, 3-5=-4738/2951, 5-7=-5262/3263, 7-8=-3034/1852 BOT CHORD 17-18=-2548/4080, 15-17=-3211/5223, 13-15=-2954/4876, 12-13=-1296/2420, 11-12=-1306/2428 WEBS 2-18=-453/578, 3-18=-3319/2028, 3-17=-1010/1466, 5-17=-688/357, 7-15=-668/880, 7-13=-2265/1411, 8-13=-1089/1639, 9-13=-530/695, 9-11=-3306/1809, 1-18=-1457/2315 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, 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=1343, 19=1552. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss TG06 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 14 Heritage at Spring Mill Job Reference (optional) I37005574 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:37 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-_XoPAGxCeLAnnSZRdONViBXYYmBtjBRdztdp5lzIut0 NOTES-(13-14) 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 94 lb down and 125 lb up at 1-11-4, 96 lb down and 148 lb up at 3-11-4, 96 lb down and 148 lb up at 5-11-4, 96 lb down and 148 lb up at 7-11-4, 96 lb down and 148 lb up at 9-11-4, 96 lb down and 148 lb up at 11-11-4, 96 lb down and 148 lb up at 13-11-4, 96 lb down and 148 lb up at 15-11-4, 96 lb down and 148 lb up at 17-11-4, 96 lb down and 148 lb up at 19-11-4, 96 lb down and 148 lb up at 21-11-4, 96 lb down and 148 lb up at 23-11-4, 96 lb down and 148 lb up at 25-11-4, 96 lb down and 148 lb up at 27-11-4, 96 lb down and 148 lb up at 29-11-4, 96 lb down and 148 lb up at 31-11-4, and 94 lb down and 126 lb up at 33-11-4, and 101 lb down and 104 lb up at 35-11-4 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 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 8-9=-60, 9-10=-60, 19-24=-20, 24-26=-60, 26-29=-20, 29-31=-60, 31-35=-20, 35-36=-60, 11-36=-20, 2-8=-60 Concentrated Loads (lb) Vert: 16=-96 14=-96 20=-94 21=-96 22=-96 23=-96 25=-96 27=-96 28=-96 30=-96 32=-96 33=-96 34=-96 37=-96 38=-96 39=-96 40=-94 41=-101 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss TG07 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005575 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-wvwAbyySAyQV1mjpkpPzncdl0asMB0kvQB6w9dzIut_ Scale = 1:103.3 1 2 3 4 5 6 7 8 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 6x6 5x6 3x6 10x10 6x16 6x8 3x4 5x6 3x8 4x8 8x16 4x8 6x10 5x6 5x6 3x6 8x8 5x10 MT18HS 8x14 MT18HS 5x8 5x8 6x8 5x10 MT18HS 8-6-3 8-6-3 19-0-5 10-6-2 29-6-8 10-6-2 33-10-8 4-4-0 39-11-0 6-0-8 44-5-12 4-6-12 49-0-8 4-6-12 53-7-0 4-6-8 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 44-5-12 4-6-12 49-0-8 4-6-12 53-7-0 4-6-8 54-6-0 0-11-0 2-3-147-9-114-11-08-0-01-1-01-0-07-9-118.00 12 Plate Offsets (X,Y)-- [6:0-6-9,Edge], [7:0-9-8,0-3-4], [9:0-3-8,0-2-8], [10:0-4-9,Edge], [12:0-0-0,0-5-9], [14:0-3-8,0-3-0], [15:0-3-8,0-2-8], [16:0-9-0,0-6-0], [18:0-2-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.97 0.84 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.55 -1.25 0.22 (loc) 18 17-18 12 l/defl >999 >514 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 315 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-2: 2x4 SP 2400F 2.0E, 2-4: 2x4 SPF No.2, 6-7: 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 8-17: 2x4 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-23,5-19,6-19,1-24,1-23: 2x4 SPF No.2, 16-18: 2x4 SPF 2100F 1.8E SLIDER Right 2x6 SPF No.2 2-9-1 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-1-2 max.): 2-6, 7-10. BOT CHORD Structural wood sheathing directly applied or 7-11-9 oc bracing. WEBS 1 Row at midpt 3-23, 5-21, 5-19, 8-15 2 Rows at 1/3 pts 7-19, 9-14 REACTIONS.(lb/size)24=2392/Mechanical, 12=2333/0-3-8 (req. 0-3-11) Max Horz 24=-149(LC 3) Max Uplift 24=-219(LC 4), 12=-651(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2938/346, 2-3=-2321/321, 3-5=-4091/567, 5-6=-4288/658, 6-7=-5274/814, 7-8=-7093/1684, 8-9=-4968/1415, 9-10=-2480/777, 10-12=-3230/956, 1-24=-2328/255 BOT CHORD 21-23=-563/3652, 19-21=-676/4301, 18-19=-1139/6374, 17-18=-124/679, 8-16=-8/1263, 15-16=-1710/7135, 14-15=-1428/4968, 12-14=-775/2544 WEBS 2-23=-109/1177, 3-23=-1976/397, 3-21=-102/1054, 5-21=-517/251, 5-19=-271/210, 6-19=-402/2570, 7-19=-3016/695, 7-18=-1287/279, 16-18=-1046/5857, 7-16=-629/784, 8-15=-2703/351, 9-15=-225/1513, 9-14=-3119/840, 10-14=-439/1694, 1-23=-234/2262 NOTES-(14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 24=219, 12=651. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss TG07 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005575 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:39 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-wvwAbyySAyQV1mjpkpPzncdl0asMB0kvQB6w9dzIut_ NOTES-(14-15) 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 81 lb up at 39-11-12, 51 lb down and 75 lb up at 41-11-12, 51 lb down and 75 lb up at 43-11-12, 51 lb down and 75 lb up at 45-11-12, and 51 lb down and 75 lb up at 47-11-12, and 84 lb down and 81 lb up at 49-0-8 on top chord, and 8 lb down and 34 lb up at 39-9-4, 5 lb down and 47 lb up at 41-11-12, 5 lb down and 47 lb up at 43-11-12, 5 lb down and 47 lb up at 45-11-12, and 5 lb down and 47 lb up at 47-11-12, and 7 lb down and 59 lb up at 49-0-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-6=-60, 6-7=-60, 7-10=-60, 10-13=-60, 24-29=-20, 29-30=-60, 30-31=-20, 31-32=-60, 17-32=-20, 12-16=-20 Concentrated Loads (lb) Vert: 17=-2(B) 14=0(B) 33=0(B) 34=0(B) 35=0(B) 36=0(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss TG08 Truss Type Piggyback Base Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005576 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Htj3ef0b_V2n7XbnXM?8UfKcXbZdsHBfaTqhqrzIusv Scale = 1:98.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15262728 29 30 3x6 8x8 3x6 6x8 3x8 3x6 3x6 3x4 3x6 3x6 3x4 3x4 8x16 10x16 5x6 5x6 3x6 5x6 3x6 6x16 3x6 4x10 4x10 2x4 6x6 7-3-8 7-3-8 14-4-8 7-1-0 22-1-8 7-9-0 30-5-13 8-4-5 38-10-3 8-4-5 42-0-9 3-2-6 53-7-0 11-6-7 -1-0-0 1-0-0 7-3-8 7-3-8 14-4-8 7-1-0 22-1-8 7-9-0 30-5-13 8-4-5 38-10-3 8-4-5 42-0-9 3-2-6 47-8-8 5-8-0 53-7-0 5-10-8 1-1-010-8-011-10-141-1-00-2-1411-10-148.00 12 Plate Offsets (X,Y)-- [5:0-4-8,0-1-12], [9:0-5-12,0-2-0], [14:0-0-0,0-7-9], [16:Edge,0-2-8], [17:0-3-8,0-2-0], [18:0-4-12,0-1-8], [23:0-2-8,0-2-8] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.99 0.89 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -0.86 0.24 (loc) 17-18 14-15 14 l/defl >999 >744 n/a L/d 240 180 n/a PLATES MT20 Weight: 290 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7,7-9,11-14: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 10-16: 2x3 SPF No.2, 14-15,21-24,16-19: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-23,4-22,18-21,15-17,12-15,2-23: 2x3 SPF No.2 SLIDER Right 2x8 SP 2400F 2.0E 3-8-10 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-9-8 max.): 5-9. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 6-21, 10-15 WEBS 1 Row at midpt 4-22, 5-21, 8-21, 8-18, 9-18, 9-17 REACTIONS.(lb/size)25=2502/0-5-8, 14=2439/0-3-8 (req. 0-3-13) Max Horz 25=252(LC 5) Max Uplift 25=-75(LC 6), 14=-43(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3459/281, 4-5=-3178/345, 5-6=-3112/387, 6-8=-3101/388, 8-9=-2828/379, 9-10=-3253/427, 10-12=-3262/325, 12-14=-3498/323, 2-25=-2426/243 BOT CHORD 23-25=-269/388, 22-23=-246/2778, 21-22=-212/2545, 6-21=-505/213, 17-18=-43/2318, 10-15=-313/160, 14-15=-156/2695 WEBS 4-22=-317/159, 5-22=-2/542, 5-21=-244/1042, 18-21=-165/2784, 8-21=-122/504, 8-18=-929/314, 9-18=-220/974, 9-17=-385/76, 15-17=0/2502, 9-15=-145/1194, 2-23=-46/2407 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 2 = 4% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 14 greater than input bearing size. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 14. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) 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.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss TG09 Truss Type HALF HIP GIRDER Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005577 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-l3HRr?1DloAelhAz54WN1tsyz?5Wbywop7ZEMHzIusu Scale = 1:21.6 1 2 3 4 7 6 5 5x6 2x4 3x4 2x4 3x6 2x4 0-1-41-9-11 1-9-11 3-4-8 1-6-13 -0-11-0 0-11-0 1-9-11 1-9-11 3-4-8 1-6-13 1-7-03-7-13-8-53-1-90-5-83-7-114.00 12 Plate Offsets (X,Y)-- [3:0-3-12,0-2-0] 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.30 0.08 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=205/0-3-8, 5=119/0-1-8 Max Horz 7=133(LC 5) Max Uplift 7=-19(LC 5), 5=-90(LC 5) Max Grav 7=205(LC 1), 5=121(LC 10) 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 48 lb down and 64 lb up at 1-9-12 on top chord, and 20 lb down and 16 lb up at 1-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 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 Continued on page 2 May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss TG09 Truss Type HALF HIP GIRDER Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005577 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:45 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-l3HRr?1DloAelhAz54WN1tsyz?5Wbywop7ZEMHzIusu LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-3(B) 6=-11(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 14_Heritage_at_Spring_Mill Truss TG10 Truss Type HIP GIRDER Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005578 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-hSPBGh2THQQM_?KMCVYr6IyGyojr3pe5GR2LQAzIuss Scale = 1:27.4 1 2 3 4 8 7 6 5 9 10 11 12 4x6 4x10 4x6 3x4 3x4 4x6 4x6 0-1-04-10-14 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 1-1-04-3-44-4-41-1-04-3-48.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [2:0-5-0,0-1-12], [4:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.40 0.29 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 7-8 7-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=686/0-3-8, 5=742/0-3-8 Max Horz 8=-100(LC 11) Max Uplift 8=-82(LC 5), 5=-67(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-689/172, 2-3=-502/165, 3-4=-689/172, 1-8=-535/124, 4-5=-534/124 BOT CHORD 6-7=-132/502 WEBS 2-7=-40/281, 3-6=-40/279, 1-7=-163/377, 4-6=-167/376 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 lb down and 109 lb up at 4-10-14, and 78 lb down and 109 lb up at 5-4-2 on top chord, and 10 lb down and 60 lb up at 4-10-14, and 10 lb down and 60 lb up at 5-4-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 7=-5(F) 6=-128(F=-5) 9=-123 10=-123 11=-123 12=-128 May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss V01 Truss Type GABLE Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005579 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-hSPBGh2THQQM_?KMCVYr6IyG7oms3r45GR2LQAzIuss Scale = 1:41.2 1 2 3 4 5 8 7 69103x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 11-1-8 11-1-8 5-6-12 5-6-12 11-1-8 5-6-12 0-0-46-5-140-0-414.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.39 0.09 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-1-8. (lb) - Max Horz 1=-150(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-194(LC 6), 6=-194(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=300(LC 10), 6=300(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-254/274, 4-6=-254/274 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=194, 6=194. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss V02 Truss Type Valley Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005580 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-dqXyhN4kp1h4EJUkKwbJBj1ZdcOFXl2OjlXSV2zIusq Scale = 1:34.1 1 2 3 42x4 4x6 2x4 2x4 0-0-3 0-0-3 8-10-2 8-9-14 4-5-1 4-5-1 8-10-2 4-5-1 0-0-45-1-140-0-414.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.58 0.35 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=206/8-9-11, 3=206/8-9-11, 4=251/8-9-11 Max Horz 1=-117(LC 4) Max Uplift 1=-39(LC 7), 3=-32(LC 6) Max Grav 1=206(LC 1), 3=206(LC 1), 4=256(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss V03 Truss Type Valley Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005581 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-aDei625_LexoTce7RKdnG86_KP6E?gHhB30YZxzIuso Scale = 1:26.1 1 2 3 42x4 3x4 2x4 2x4 0-0-3 0-0-3 6-6-11 6-6-7 3-3-5 3-3-5 6-6-11 3-3-5 0-0-43-9-140-0-414.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.31 0.19 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=152/6-6-4, 3=152/6-6-4, 4=185/6-6-4 Max Horz 1=86(LC 5) Max Uplift 1=-29(LC 7), 3=-24(LC 6) Max Grav 1=152(LC 1), 3=152(LC 1), 4=189(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss V04 Truss Type Valley Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005582 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-_oKrk48seZJMK4Mi6TAUumkXUd6DC1b7t0FDAGzIusl Scale = 1:15.3 1 2 3 2x4 2x4 2x4 4-3-0 4-3-0 4-3-4 0-0-3 2-1-10 2-1-10 4-3-4 2-1-10 0-0-42-5-140-0-414.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.12 0.30 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=153/4-2-13, 3=153/4-2-13 Max Horz 1=-54(LC 4) Max Uplift 1=-6(LC 7), 3=-6(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss V05 Truss Type Valley Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005583 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:58:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-wBSb9m979BZ4ZNW4EuDyzBquaQsdgx5QKKkJF8zIusj Scale = 1:8.6 1 2 3 2x4 2x4 2x4 1-11-13 1-11-13 0-11-15 0-11-15 1-11-13 0-11-15 0-0-41-1-140-0-414.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.02 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-13 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=61/1-11-13, 3=61/1-11-13 Max Horz 1=-22(LC 4) Max Uplift 1=-2(LC 7), 3=-2(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss V09 Truss Type VALLEY Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005584 8.220 s Mar 22 2019 MiTek Industries, Inc. Tue May 7 13:50:18 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-CR1RUPLSaVQmBLy31Han4oajm_NDG_VyswMunrzItEJ Scale = 1:17.8 1 2 3 4 7 6 5 2x4 5x6 2x4 2x4 2x4 2x4 2x4 0-0-3 0-0-3 1-1-6 1-1-3 5-0-2 3-10-12 9-5-12 4-5-10 1-1-6 1-1-6 5-0-2 3-10-12 9-5-12 4-5-10 0-0-41-1-131-3-101-1-1314.00 12 Plate Offsets (X,Y)-- [2:0-4-7,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.37 0.22 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-5-8. (lb) - Max Horz 1=28(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=380(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-288/137 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7, 6. 7) Non Standard bearing condition. Review required. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.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.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss V10 Truss Type VALLEY Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005585 8.220 s Mar 22 2019 MiTek Industries, Inc. Tue May 7 13:50:28 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-vMdDaqSkDZhLNtj_cOl7Uu_Qp0ozcW3Q9UnQ7GzItE9 Scale = 1:15.7 1 2 3 4 5 9 8 7 6 2x4 5x6 4x6 2x4 2x4 2x4 2x4 2x4 2x4 0-0-3 0-0-3 1-1-6 1-1-3 4-4-12 3-3-6 7-10-11 3-5-14 8-4-0 0-5-5 1-1-6 1-1-6 4-4-12 3-3-6 7-10-11 3-5-14 8-4-0 0-5-5 0-0-41-1-131-3-100-9-61-1-1314.00 12 Plate Offsets (X,Y)-- [2:0-4-7,Edge], [4:0-4-7,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.40 0.13 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 8-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 6-7. REACTIONS.All bearings 8-3-13. (lb) - Max Horz 1=31(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 7 except 8=325(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-254/130 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 9, 8. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.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.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss V11 Truss Type VALLEY Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005586 8.220 s Mar 22 2019 MiTek Industries, Inc. Tue May 7 13:51:08 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-k32K_WxqosjgB0ngynTV5KeAu8Q8_cGJMiUYXyzItDX Scale = 1:12.8 1 2 3 4 6 5 2x4 5x6 5x6 2x4 2x4 2x4 0-0-3 0-0-3 1-1-6 1-1-3 5-7-4 4-5-14 6-8-10 1-1-6 1-1-6 1-1-6 5-7-4 4-5-14 6-8-10 1-1-6 0-0-41-1-131-3-100-0-41-1-1314.00 12 Plate Offsets (X,Y)-- [2:0-4-7,Edge], [3:0-4-7,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.71 0.27 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 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 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-8-3. (lb) - Max Horz 1=24(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 4, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 4, 6, 5 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 6. 7) Non Standard bearing condition. Review required. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.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.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss V12 Truss Type VALLEY Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005587 8.220 s Mar 22 2019 MiTek Industries, Inc. Tue May 7 13:51:46 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-dNLiyVPfrXWHkshzBm9QeLDpmSRCuosv5chYslzItCx Scale = 1:9.2 1 2 3 4 6 5 2x4 5x6 5x6 2x4 2x4 2x4 0-0-3 0-0-3 1-1-6 1-1-3 3-3-13 2-2-7 4-5-3 1-1-6 1-1-6 1-1-6 3-3-13 2-2-7 4-5-3 1-1-6 0-0-41-1-131-3-100-0-41-1-1314.00 12 Plate Offsets (X,Y)-- [2:0-4-7,Edge], [3:0-4-7,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.17 0.07 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-3 oc purlins, except 2-0-0 oc purlins: 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 4-4-12. (lb) - Max Horz 1=24(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 4, 6, 5 Max Grav All reactions 250 lb or less at joint(s) 1, 4, 6, 5 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 6, 5. 7) Non Standard bearing condition. Review required. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.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.). May 7,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Heritage_at_Spring_Mill Truss V13 Truss Type VALLEY Qty 1 Ply 1 14 Heritage at Spring Mill Job Reference (optional) I37005588 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 7 11:59:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-6IclTWI0aZyWO4sCNhvXwWnnjsc1lvp1sYuP80zIusY Scale = 1:9.1 1 2 3 2x4 2x4 2x4 0-0-3 0-0-3 2-1-12 2-1-9 1-0-14 1-0-14 2-1-12 1-0-14 0-0-41-3-00-0-414.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.03 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-12 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=68/2-1-5, 3=68/2-1-5 Max Horz 1=-24(LC 4) Max Uplift 1=-3(LC 7), 3=-3(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 7,2019 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths