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HomeMy WebLinkAbout18010137 Truss Plans MiTek USA, Inc. 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 Re: 1_Heritage_at_Spring_Mill 1 Heritage at Spring Mill The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). Pages or sheets covered by this seal: I32289276 thru I32289366 My license renewal date for the state of Indiana is July 31, 2018. January 31,2018 Liu, Xuegang Truss Engineer's responsibility is solely for IMPORTANT NOTE: 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. JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289276 1_HERITAGE_AT_SPRING~LGE01Half Hip Supported11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:02 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-8hg9vK0MrqePUu0t63AHkQ4tyz0SzCfsDRGU0Gzq703 -1-3-814-5-1018-3-0 1-3-814-5-103-9-6 Scale = 1:89.7 6x6 3x8 111213 2x4 2x4 Sheet Front 10 8.00122x4 Full Sheathing 1 Ply 7/16OSB8 9 2x4 8 2x4 7 2x4 2x4 10-7-1210-5-710-5-7 6 4x8 4 5 3 2 1 1-0-0 21 3x12 2320191817161514 22 4x6 2x4 2x4 2x4 2x4 2x4 3x8 3x6 2x4 2x4 2x4 18-3-0 18-3-0 Plate Offsets (X,Y)-- \[2:0-9-0,0-2-0\], \[2:0-7-13,Edge\], \[13:0-3-8,Edge\], \[14:0-3-8,Edge\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.63Vert(LL)-0.001n/r180MT20197/144 TCDL10.0Lumber DOL 1.15BC0.34Vert(TL)-0.001n/r120 BCLL0.0Rep Stress IncrYESWB0.17Horz(TL)0.0014n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 363 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD2x4 SP No.1end verticals, and 2-0-0 oc purlins (6-0-0 max.): 11-13. WEBS2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. OTHERS2x3 SPF No.2WEBS1 Row at midpt13-14, 11-16, 10-17, 12-15 SLIDERLeft 2x6 SP No.1 1-9-10 REACTIONS.All bearings 18-3-0. (lb) - Max Horz2=307(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 14, 2, 16, 17, 18, 19, 20, 21, 15 except 23=-121(LC 6) Max Grav All reactions 250 lb or less at joint(s) 14, 2, 16, 17, 18, 19, 20, 21, 23, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD2-3=-313/172, 4-5=-292/178 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 2, 16, 17, 18, 19, 20, 21, 15 except (jt=lb) 23=121. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289277 1_HERITAGE_AT_SPRING~LGE02Common Supported Gable11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:03 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-cuEX7g1_c7mG62b3gmhWGec84NQMibn?S401Zizq702 -1-0-05-11-811-11-012-11-0 1-0-05-11-85-11-81-0-0 Scale = 1:65.3 4x6 5 Sheet Front Full Sheathing 2x4 1 Ply 7/16OSB8 2x4 14.00126 4 2x4 2x4 8-2-47 3 3x4 3x4 8 2 9 1 1-2-141-2-14 16151413121110 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-11-0 11-11-0 Plate Offsets (X,Y)-- \[2:Edge,0-1-12\], \[5:Edge,0-1-14\], \[8:Edge,0-1-12\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.22Vert(LL)-0.009n/r180MT20197/144 TCDL10.0Lumber DOL 1.15BC0.10Vert(TL)-0.019n/r120 BCLL0.0Rep Stress IncrYESWB0.44Horz(TL)0.0010n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 183 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD2x4 SP No.1end verticals. WEBS2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. OTHERS2x3 SPF No.2 REACTIONS.All bearings 11-11-0. (lb) - Max Horz16=-205(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 14, 12 except 16=-119(LC 4), 10=-104(LC 5), 15=-166(LC 6), 11=-163(LC 7) Max Grav All reactions 250 lb or less at joint(s) 16, 10, 14, 15, 12, 11 except 13=256(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS5-13=-297/0 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 12 except (jt=lb) 16=119, 10=104, 15=166, 11=163. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289278 1_HERITAGE_AT_SPRING~LGE03GABLE l l11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:04 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-44owK01cNRu7jCAGDUClpr9KPnhER4k9hkla59zq701 -1-0-04-8-109-2-1114-0-518-6-623-3-024-3-0 1-0-04-8-104-6-24-9-104-6-24-8-101-0-0 Scale = 1:101.3 4x6 5x8 2x4 6 14.0012 7 2x4 2x4 Sheet Front 2x4 Full Sheathing 2x4 2x4 1 Ply 7/16OSB8 3x6 2x4 3x6 2x4 82x4 5 3x6 2x4 9 4 5x6 2x4 2x4 5x6 5x6 12-0-012-0-0 5x6 2x4 10 3 3x6 2x4 2x4 2x4 2x4 2x4 1 11 2 2x4 2x4 12 1-2-14 1-2-14 14 3x12 6x16 201918171615132x4 2x4 2x4 2x4 2x4 5x12 3x4 2x4 2x4 2x4 2x4 2x4 2x4 9-2-1111-4-014-0-523-3-0 9-2-112-1-52-8-59-2-11 Plate Offsets (X,Y)-- \[6:0-3-2,0-2-0\], \[7:0-4-4,0-0-12\], \[11:0-9-8,Edge\], \[16:0-5-0,0-3-0\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.19Vert(LL)-0.1111-13>999240MT20197/144 TCDL10.0Lumber DOL 1.15BC0.45Vert(TL)-0.2911-13>495180 BCLL0.0Rep Stress IncrYESWB0.26Horz(TL)0.0111n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 593 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD2x4 SP No.12-0-0 oc purlins (6-0-0 max.): 6-7. WEBS2x4 SP No.1 *Except* BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. 4-16,9-13: 2x3 SPF No.2WEBS1 Row at midpt6-16, 7-16 OTHERS2x3 SPF No.2 SLIDERLeft 2x8 SP 2400F 2.0E 3-11-6, Right 2x8 SP 2400F 2.0E 3-11-6 REACTIONS.All bearings 11-7-8 except (jt=length) 11=0-3-8, 14=0-3-8. (lb) - Max Horz2=-285(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 11, 20, 14 Max Grav All reactions 250 lb or less at joint(s) 15, 17, 18, 19, 20 except 2=423(LC 10), 16=708(LC 1), 11=663(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD2-3=-393/116, 7-8=-307/199, 8-9=-408/161, 9-10=-468/121, 10-11=-567/80 BOT CHORD11-13=0/304 WEBS7-16=-396/55, 7-13=-60/409 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) 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 11, 20, 14. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289279 1_HERITAGE_AT_SPRING~LGE04Common Supported Gable11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:05 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-YGMIYM2E8k0_LLlSnBk_L3iUOA6dAYxIwOV8dbzq700 6-5-812-11-013-11-0 6-5-86-5-81-0-0 Scale = 1:70.2 4x6 4 Sheet Front Full Sheathing 2x4 1 Ply 7/16OSB82x4 14.0012 5 3 2x4 2x4 6 2 8-9-4 3x4 3x4 1 7 8 1-2-14 1-2-14 1514131211109 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-11-0 12-11-0 Plate Offsets (X,Y)-- \[4:Edge,0-1-14\], \[7:Edge,0-1-12\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.24Vert(LL)-0.008n/r180MT20197/144 TCDL10.0Lumber DOL 1.15BC0.12Vert(TL)-0.018n/r120 BCLL0.0Rep Stress IncrYESWB0.20Horz(TL)0.009n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 204 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD2x4 SP No.1end verticals. WEBS2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. OTHERS2x3 SPF No.2WEBS1 Row at midpt4-12 REACTIONS.All bearings 12-11-0. (lb) - Max Horz15=-233(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 9, 13, 11 except 15=-112(LC 4), 14=-181(LC 6), 10=-178(LC 7) Max Grav All reactions 250 lb or less at joint(s) 15, 9, 13, 14, 11, 10 except 12=281(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD3-4=-73/261, 4-5=-73/261 WEBS4-12=-320/0 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 13, 11 except (jt=lb) 15=112, 14=181, 10=178. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289280 1_HERITAGE_AT_SPRING~LGE05Monopitch Supported Gable11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:05 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-YGMIYM2E8k0_LLlSnBk_L3iTmA6jAb9IwOV8dbzq700 -1-0-06-0-0 1-0-06-0-0 Scale = 1:36.4 2x4 5 Sheet Front Full Sheathing 2x4 1 Ply 7/16OSB8 8.0012 4 3x4 4-8-143 2 1 0-8-14 3x6 2x4 76 2x4 Plate Offsets (X,Y)-- \[2:0-4-2,0-0-1\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.28Vert(LL)0.001n/r180MT20169/123 TCDL10.0Lumber DOL 1.15BC0.11Vert(TL)0.001n/r120 BCLL0.0Rep Stress IncrYESWB0.06Horz(TL)0.006n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 63 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD2x4 SP No.1end verticals. WEBS2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. OTHERS2x3 SPF No.2 SLIDERLeft 2x4 SPF-S Stud 2-4-12 REACTIONS.(lb/size)6=24/6-0-0, 2=203/6-0-0, 7=305/6-0-0 Max Horz2=134(LC 5) Max Uplift6=-15(LC 5), 2=-2(LC 6), 7=-88(LC 6) Max Grav6=31(LC 4), 2=203(LC 1), 7=305(LC 1) 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) 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) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2, 7. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289281 1_HERITAGE_AT_SPRING~LJ01Jack-Open81 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:05 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-YGMIYM2E8k0_LLlSnBk_L3iNZA3zAb5IwOV8dbzq700 -1-0-04-0-8 1-0-04-0-8 Scale = 1:41.0 3 14.0012 6-2-06-2-0 5-6-14 3x6 2 1 1-5-7 54 3x8 4-0-8 4-0-0 Plate Offsets (X,Y)-- \[2:0-3-0,0-1-4\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.67Vert(LL)0.034-5>999240MT20197/144 TCDL10.0Lumber DOL 1.15BC0.29Vert(TL)-0.034-5>999180 BCLL0.0Rep Stress IncrYESWB0.00Horz(TL)-0.083n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 19 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 4-0-8 oc purlins, except BOT CHORD2x4 SP No.1end verticals. WEBS2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)5=231/0-3-8, 3=103/Mechanical, 4=42/Mechanical Max Horz5=214(LC 6) Max Uplift3=-127(LC 6), 4=-17(LC 6) Max Grav5=231(LC 1), 3=103(LC 1), 4=76(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=127. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289282 1_HERITAGE_AT_SPRING~LJ02Jack-Closed11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:06 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-0Twgli3sv28rzVKeLvFDuGEbLaOkv2lS82Eh91zq70? -1-0-06-1-4 1-0-06-1-4 Scale = 1:46.0 2x4 3 8.0012 3-1-6 4 3x4 6-0-4 2 3x4 1 2-10-2 2-10-14 1-11-7 6.0012 5 2x4 6-1-4 6-1-4 LOADING SPACING-CSI.DEFL.PLATESGRIP (psf)2-0-0in(loc)l/deflL/d TCLL20.0Plate Grip DOL1.15TC0.48Vert(LL)-0.074-5>998240MT20197/144 TCDL10.0Lumber DOL 1.15BC0.32Vert(TL)-0.184-5>399180 BCLL0.0Rep Stress IncrYESWB0.04Horz(TL)-0.004n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 31 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD2x4 SP No.1end verticals. WEBS2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=308/0-3-8, 4=230/Mechanical Max Horz5=142(LC 5) Max Uplift5=-1(LC 6), 4=-74(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 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) Refer to girder(s) for truss to truss connections. 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 capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289283 1_HERITAGE_AT_SPRING~LJ03Jack-Open21 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:06 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-0Twgli3sv28rzVKeLvFDuGEeZaRkv2LS82Eh91zq70? -1-0-01-11-134-0-0 1-0-01-11-132-0-3 Scale = 1:25.6 3 8.0012 2-10-14 3-8-0 3x4 3-2-13 2 4 5 1 1-0-0 3x4 0-9-2 6.0012 6 3x6 1-11-134-0-0 1-11-132-0-3 Plate Offsets (X,Y)-- \[2:0-2-0,0-1-4\], \[6:0-1-3,Edge\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.27Vert(LL)-0.015>999240MT20197/144 TCDL10.0Lumber DOL 1.15BC0.12Vert(TL)-0.035>999180 BCLL0.0Rep Stress IncrYESWB0.00Horz(TL)-0.033n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 16 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD2x4 SP No.1end verticals. WEBS2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size)6=229/0-5-8, 3=109/Mechanical, 4=57/Mechanical Max Horz6=125(LC 6) Max Uplift6=-1(LC 6), 3=-69(LC 6), 4=-34(LC 6) Max Grav6=229(LC 1), 3=109(LC 1), 4=106(LC 2) 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) Refer to girder(s) for truss to truss connections. 4) 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 lb down and 36 lb up at 3-11-4 on top chord, and 32 lb down and 39 lb up at 3-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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.). 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, 5-6=-20, 4-5=-20 Concentrated Loads (lb) Vert: 3=-7(F) 4=-16(F) January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289284 1_HERITAGE_AT_SPRING~LJ04Jack-Open11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:06 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-0Twgli3sv28rzVKeLvFDuGEeZaRkv2LS82Eh91zq70? -1-0-04-0-0 1-0-04-0-0 Scale = 1:25.6 3 8.0012 2-3-10 3-8-0 3x4 3-2-13 4 5 2 3x4 1-4-6 1 1-0-0 6.0012 6 3x6 3-2-54-0-0 3-2-50-9-11 Plate Offsets (X,Y)-- \[2:0-2-0,0-1-4\], \[6:0-1-3,Edge\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.27Vert(LL)-0.015-6>999240MT20197/144 TCDL10.0Lumber DOL 1.15BC0.12Vert(TL)-0.035-6>999180 BCLL0.0Rep Stress IncrYESWB0.00Horz(TL)-0.033n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 16 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD2x4 SP No.1end verticals. WEBS2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size)6=229/0-5-8, 3=103/Mechanical, 4=41/Mechanical Max Horz6=125(LC 6) Max Uplift6=-1(LC 6), 3=-65(LC 6) Max Grav6=229(LC 1), 3=103(LC 1), 4=74(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 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) Refer to girder(s) for truss to truss connections. 4) 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289285 1_HERITAGE_AT_SPRING~LJ05Jack-Open61 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:07 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-UfU2z24VgMGiafvqvcmSQUnpJ_nzeVabNi_FiTzq70_ -1-0-04-0-0 1-0-04-0-0 Scale = 1:25.6 3 8.0012 1-10-12 4 3-8-0 3x4 3-2-13 2 1-9-4 1 1-0-0 6.0012 5 3x6 Plate Offsets (X,Y)-- \[2:0-2-0,0-1-4\], \[5:0-1-3,Edge\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.27Vert(LL)-0.014-5>999240MT20197/144 TCDL10.0Lumber DOL 1.15BC0.12Vert(TL)-0.034-5>999180 BCLL0.0Rep Stress IncrYESWB0.00Horz(TL)-0.033n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 17 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD2x4 SP No.1end verticals. WEBS2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size)5=229/0-5-8, 3=103/Mechanical, 4=41/Mechanical Max Horz5=125(LC 6) Max Uplift5=-1(LC 6), 3=-65(LC 6) Max Grav5=229(LC 1), 3=103(LC 1), 4=74(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 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) Refer to girder(s) for truss to truss connections. 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 capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289286 1_HERITAGE_AT_SPRING~LJ06Jack-Open21 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:07 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-UfU2z24VgMGiafvqvcmSQUnpH_n5eV?bNi_FiTzq70_ -2-0-33-7-10 2-0-33-7-10 Scale = 1:25.3 3 6.9512 3x4 2-10-8 3-7-4 2 3-2-5 4 1-6-0 1 0-8-12 4x6 5 2.9812 2x4 LOADING SPACING-CSI.DEFL.PLATESGRIP (psf)2-0-0in(loc)l/deflL/d TCLL20.0Plate Grip DOL1.15TC0.28Vert(LL)-0.014-5>999240MT20197/144 TCDL10.0Lumber DOL 1.15BC0.12Vert(TL)-0.024-5>999180 BCLL0.0Rep Stress IncrYESWB0.04Horz(TL)-0.003n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 19 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 3-7-10 oc purlins, except BOT CHORD2x4 SP No.1end verticals. WEBS2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=306/0-8-7, 3=65/Mechanical, 4=36/Mechanical Max Horz5=137(LC 6) Max Uplift5=-40(LC 6), 3=-22(LC 7), 4=-28(LC 6) Max Grav5=306(LC 1), 3=65(LC 1), 4=71(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD2-5=-270/111 NOTES-(6-7) 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) Refer to girder(s) for truss to truss connections. 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 capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289287 1_HERITAGE_AT_SPRING~LJ07Jack-Open11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:07 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-UfU2z24VgMGiafvqvcmSQUnsi_npeVabNi_FiTzq70_ -1-5-02-9-15 1-5-02-9-15 Scale = 1:16.4 4 5.6612 4x6 3 2-1-11 2 0-9-111 5 3x8 2-9-15 2-9-15 Plate Offsets (X,Y)-- \[2:0-3-0,0-2-0\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.12Vert(LL)-0.002-5>999240MT20244/190 TCDL10.0Lumber DOL 1.15BC0.07Vert(TL)-0.012-5>999180 BCLL0.0Rep Stress IncrYESWB0.00Horz(TL)0.004n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 15 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 2-9-15 oc purlins. BOT CHORD2x4 SP No.1BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. SLIDERLeft 2x6 SP No.1 1-7-12 REACTIONS. (lb/size)4=61/Mechanical, 2=217/0-4-9, 5=28/Mechanical Max Horz2=63(LC 6) Max Uplift4=-33(LC 6), 2=-47(LC 6) Max Grav4=61(LC 1), 2=217(LC 1), 5=55(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289288 1_HERITAGE_AT_SPRING~LJ08Jack-Open11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:08 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-zr2QAO47RfOZCpT1SJHhzhK1SO72NyqkcMjoDwzq7?z -1-5-02-9-15 1-5-02-9-15 Scale = 1:16.4 4 5.6612 4x6 3 2-1-11 2 0-9-111 5 3x8 2-9-15 2-9-15 Plate Offsets (X,Y)-- \[2:0-3-0,0-2-0\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.12Vert(LL)-0.002-5>999240MT20244/190 TCDL10.0Lumber DOL 1.15BC0.07Vert(TL)-0.012-5>999180 BCLL0.0Rep Stress IncrYESWB0.00Horz(TL)0.004n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 15 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 2-9-15 oc purlins. BOT CHORD2x4 SP No.1BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. SLIDERLeft 2x6 SP No.1 1-7-12 REACTIONS. (lb/size)4=61/Mechanical, 2=217/0-4-9, 5=28/Mechanical Max Horz2=63(LC 6) Max Uplift4=-33(LC 6), 2=-47(LC 6) Max Grav4=61(LC 1), 2=217(LC 1), 5=55(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289289 1_HERITAGE_AT_SPRING~LJ09Jack-Open131 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:08 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-zr2QAO47RfOZCpT1SJHhzhKwRO5MNyqkcMjoDwzq7?z -1-0-04-0-0 1-0-04-0-0 Scale = 1:39.4 3 14.0012 5-10-145-10-14 5-3-12 3x4 2 1 1-2-14 54 3x8 4-0-0 4-0-0 Plate Offsets (X,Y)-- \[2:Edge,0-1-12\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.57Vert(LL)0.034-5>999240MT20197/144 TCDL10.0Lumber DOL 1.15BC0.24Vert(TL)-0.034-5>999180 BCLL0.0Rep Stress IncrYESWB0.00Horz(TL)-0.063n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 18 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD2x4 SP No.1end verticals. WEBS2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)5=229/0-3-8, 3=102/Mechanical, 4=42/Mechanical Max Horz5=209(LC 6) Max Uplift3=-120(LC 6), 4=-12(LC 6) Max Grav5=229(LC 1), 3=102(LC 1), 4=75(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=120. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289290 1_HERITAGE_AT_SPRING~LJ10Jack-Open21 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:08 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-zr2QAO47RfOZCpT1SJHhzhK2NO8aNyqkcMjoDwzq7?z -1-0-02-0-0 1-0-02-0-0 Scale: 3/4"=1' 4 3x4 8.00 12 3 2-0-142-0-14 1-7-10 2 0-8-14 1 5 3x6 2-0-0 2-0-0 Plate Offsets (X,Y)-- \[2:0-3-0,0-0-1\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.06Vert(LL)-0.002>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.04Vert(TL)-0.002-5>999180 BCLL0.0Rep Stress IncrYESWB0.00Horz(TL)-0.004n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 10 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD2x4 SP No.1BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. SLIDERLeft 2x4 SPF-S Stud 1-5-9 REACTIONS. (lb/size)4=45/Mechanical, 2=155/0-3-8, 5=20/Mechanical Max Horz2=65(LC 6) Max Uplift4=-34(LC 6), 2=-23(LC 6) Max Grav4=45(LC 1), 2=155(LC 1), 5=40(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289291 1_HERITAGE_AT_SPRING~LJ11Jack-Open91 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:08 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-zr2QAO47RfOZCpT1SJHhzhKxLO5kNyqkcMjoDwzq7?z -1-0-04-0-0 1-0-04-0-0 Scale = 1:38.6 3 14.0012 5-9-45-9-4 5-2-2 2x4 2 1-1-41 54 3x6 4-0-0 4-0-0 LOADING SPACING-CSI.DEFL.PLATESGRIP (psf)2-0-0in(loc)l/deflL/d TCLL20.0Plate Grip DOL1.15TC0.51Vert(LL)0.024-5>999240MT20197/144 TCDL10.0Lumber DOL 1.15BC0.22Vert(TL)-0.034-5>999180 BCLL0.0Rep Stress IncrYESWB0.00Horz(TL)-0.043n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 18 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD2x4 SP No.1end verticals. WEBS2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=229/0-5-8, 3=101/Mechanical, 4=43/Mechanical Max Horz5=207(LC 6) Max Uplift3=-116(LC 6), 4=-8(LC 6) Max Grav5=229(LC 1), 3=101(LC 1), 4=75(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (5-6) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=116. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289292 1_HERITAGE_AT_SPRING~LJ12Jack-Open11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:09 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-R2cpNj5lCzWQqz2D01owWvsC0oUq6P4uq0TLlMzq7?y -1-0-02-0-0 1-0-02-0-0 Scale = 1:15.2 3 8.0012 1-11-41-11-4 1-6-0 2 0-7-4 1 4 3x8 2-0-0 2-0-0 Plate Offsets (X,Y)-- \[2:0-3-8,Edge\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.07Vert(LL)-0.002>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.03Vert(TL)-0.002-4>999180 BCLL0.0Rep Stress IncrYESWB0.00Horz(TL)-0.003n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 9 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD2x4 SP No.1BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. WEDGE Left: 2x4 SPF-S Stud REACTIONS.(lb/size)3=41/Mechanical, 2=157/0-5-8, 4=19/Mechanical Max Horz2=66(LC 6) Max Uplift3=-28(LC 6), 2=-29(LC 6) Max Grav3=41(LC 1), 2=157(LC 1), 4=39(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289293 1_HERITAGE_AT_SPRING~LJ13Half Hip11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:09 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-R2cpNj5lCzWQqz2D01owWvsAKoTC6Pduq0TLlMzq7?y 2-11-13-6-8 2-11-10-7-7 Scale = 1:34.2 3x4 3 2 2x4 14.0012 4x6 5-0-9 1 1-7-11 54 2x4 3x6 2-11-13-6-8 2-11-10-7-7 Plate Offsets (X,Y)-- \[1:0-2-12,0-1-12\], \[2:0-1-5,Edge\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.24Vert(LL)-0.004-5>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.07Vert(TL)-0.014-5>999180 BCLL0.0Rep Stress IncrYESWB0.03Horz(TL)-0.004n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 21 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 3-6-8 oc purlins, except BOT CHORD2x4 SP No.1end verticals, and 2-0-0 oc purlins: 2-3. WEBS2x3 SPF No.2 *Except* BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. 1-5: 2x4 SPF-S Stud REACTIONS.(lb/size)4=132/Mechanical, 5=132/Mechanical Max Horz5=141(LC 5) Max Uplift4=-98(LC 5), 5=-38(LC 4) 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289294 1_HERITAGE_AT_SPRING~LJ14Jack-Open21 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:09 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-R2cpNj5lCzWQqz2D01owWvs9noUW6P4uq0TLlMzq7?y -2-0-31-3-9 2-0-31-3-9 Scale = 1:15.6 3 6.9512 3x4 2 1-11-14 1-2-14 1 5 4 2x4 1-3-9 1-2-14 Plate Offsets (X,Y)-- \[2:0-2-0,0-1-4\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.28Vert(LL)0.005>999240MT20197/144 TCDL10.0Lumber DOL 1.15BC0.05Vert(TL)0.005>999180 BCLL0.0Rep Stress IncrYESWB0.00Horz(TL)-0.013n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 8 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 1-3-9 oc purlins, except BOT CHORD2x4 SP No.1end verticals. WEBS2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)3=-66/Mechanical, 4=-1/Mechanical, 5=289/0-5-12 Max Horz5=89(LC 6) Max Uplift3=-66(LC 1), 4=-19(LC 6), 5=-83(LC 6) Max Grav3=28(LC 6), 4=19(LC 2), 5=289(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD2-5=-264/138 NOTES-(5-6) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 5. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289295 1_HERITAGE_AT_SPRING~LJ15Jack-Open11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:10 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-vE9Bb36NzHeHR7dPakJ926PKWBqzrsK13gCvHozq7?x -2-0-31-3-8 2-0-31-3-8 Scale = 1:14.7 3 6.95 12 3x4 2 1-10-41-10-4 1-5-5 1-1-4 1 5 4 2x4 1-3-8 1-2-13 Plate Offsets (X,Y)-- \[2:0-2-0,0-1-4\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.28Vert(LL)0.005>999240MT20197/144 TCDL10.0Lumber DOL 1.15BC0.04Vert(TL)0.005>999180 BCLL0.0Rep Stress IncrYESWB0.00Horz(TL)-0.013n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 8 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 1-3-8 oc purlins, except BOT CHORD2x4 SP No.1end verticals. WEBS2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)5=289/0-9-12, 3=-65/Mechanical, 4=-3/Mechanical Max Horz5=87(LC 6) Max Uplift5=-93(LC 6), 3=-65(LC 1), 4=-12(LC 6) Max Grav5=289(LC 1), 3=31(LC 6), 4=18(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD2-5=-263/143 NOTES-(5-6) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289296 1_HERITAGE_AT_SPRING~LJ16Jack-Open11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:10 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-vE9Bb36NzHeHR7dPakJ926PJcBlNrsK13gCvHozq7?x -1-0-02-3-84-0-0 1-0-02-3-81-8-8 Scale = 1:39.4 4 3x6 14.0012 3 5-2-14 5-10-14 3x6 2 5 16 1-2-14 3x4 0-8-0 7 8 2x4 3x6 2-3-84-0-0 2-3-81-8-8 Plate Offsets (X,Y)-- \[2:0-3-0,0-1-4\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.33Vert(LL)0.036>999240MT20197/144 TCDL10.0Lumber DOL 1.15BC0.33Vert(TL)-0.036>999180 BCLL0.0Rep Stress IncrYESWB0.00Horz(TL)-0.034n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 21 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD2x4 SP No.1 *Except* end verticals. 3-7: 2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. WEBS2x3 SPF No.2 REACTIONS.(lb/size)8=229/0-3-8, 4=85/Mechanical, 5=59/Mechanical Max Horz8=209(LC 6) Max Uplift4=-86(LC 6), 5=-45(LC 6) Max Grav8=229(LC 1), 4=85(LC 1), 5=65(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289297 1_HERITAGE_AT_SPRING~LM01Monopitch31 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:10 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-vE9Bb36NzHeHR7dPakJ926POsBqnrsK13gCvHozq7?x -1-0-02-6-0 1-0-02-6-0 Scale = 1:18.5 2x4 4 8.0012 4x6 3 2-5-11 2 0-9-11 1 5 3x8 2x4 2-6-0 2-6-0 Plate Offsets (X,Y)-- \[2:0-5-3,0-1-8\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.06Vert(LL)-0.002-5>999240MT20197/144 TCDL10.0Lumber DOL 1.15BC0.05Vert(TL)-0.002-5>999180 BCLL0.0Rep Stress IncrYESWB0.00Horz(TL)0.005n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 16 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 2-6-0 oc purlins, except BOT CHORD2x4 SP No.1end verticals. WEBS2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. SLIDERLeft 2x6 SP No.1 1-7-11 REACTIONS.(lb/size)5=83/Mechanical, 2=168/0-3-8 Max Horz2=65(LC 5) Max Uplift5=-19(LC 5), 2=-32(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289298 1_HERITAGE_AT_SPRING~LM02Monopitch31 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:11 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-NQjZoP7?kam83GCc8SrObKyXub9raJaBIKySqFzq7?w -1-0-04-0-0 1-0-04-0-0 Scale = 1:11.2 3 2x4 3.0012 1-3-14 2 1 0-3-14 3x4 4 2x4 4-0-0 4-0-0 Plate Offsets (X,Y)-- \[2:0-3-4,Edge\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.17Vert(LL)-0.012-4>999240MT20197/144 TCDL10.0Lumber DOL 1.15BC0.13Vert(TL)-0.032-4>999180 BCLL0.0Rep Stress IncrYESWB0.00Horz(TL)0.004n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 14 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD2x4 SP No.1end verticals. WEBS2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)4=139/Mechanical, 2=229/0-3-8 Max Horz2=36(LC 5) Max Uplift4=-9(LC 6), 2=-52(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (5-6) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289299 1_HERITAGE_AT_SPRING~LPB01Piggyback11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:11 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-NQjZoP7?kam83GCc8SrObKyZhbAJaJQBIKySqFzq7?w 2-4-134-9-10 2-4-132-4-13 Scale = 1:19.4 3 4x6 14.0012 2-8-2 5 24 1 0-5-100-5-10 0-1-80-1-8 6 2x4 2x4 2x4 4-9-10 4-9-10 Plate Offsets (X,Y)-- \[2:0-2-10,0-1-0\], \[3:Edge,0-1-14\], \[4:0-2-10,0-1-0\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.06Vert(LL)0.005n/r180MT20197/144 TCDL10.0Lumber DOL 1.15BC0.03Vert(TL)0.005n/r120 BCLL0.0Rep Stress IncrYESWB0.01Horz(TL)0.004n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 18 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 4-9-10 oc purlins. BOT CHORD2x4 SP No.1BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. OTHERS2x3 SPF No.2 REACTIONS. (lb/size)2=108/3-9-6, 4=108/3-9-6, 6=99/3-9-6 Max Horz2=-62(LC 4) Max Uplift2=-21(LC 7), 4=-20(LC 7) Max Grav2=108(LC 1), 4=108(LC 1), 6=112(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 6) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289300 1_HERITAGE_AT_SPRING~LPB02Piggyback111 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:11 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-NQjZoP7?kam83GCc8SrObKyZhbAJaJQBIKySqFzq7?w 2-4-134-9-10 2-4-132-4-13 Scale = 1:19.4 3 4x6 14.0012 2-8-2 5 24 1 0-5-100-5-10 0-1-80-1-8 6 2x4 2x4 2x4 4-9-10 4-9-10 Plate Offsets (X,Y)-- \[2:0-2-10,0-1-0\], \[3:Edge,0-1-14\], \[4:0-2-10,0-1-0\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.06Vert(LL)0.005n/r180MT20197/144 TCDL10.0Lumber DOL 1.15BC0.03Vert(TL)0.005n/r120 BCLL0.0Rep Stress IncrYESWB0.01Horz(TL)0.004n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 18 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 4-9-10 oc purlins. BOT CHORD2x4 SP No.1BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. OTHERS2x3 SPF No.2 REACTIONS. (lb/size)2=108/3-9-6, 4=108/3-9-6, 6=99/3-9-6 Max Horz2=-62(LC 4) Max Uplift2=-21(LC 7), 4=-20(LC 7) Max Grav2=108(LC 1), 4=108(LC 1), 6=112(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 6) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289301 1_HERITAGE_AT_SPRING~LPB03Piggyback61 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:12 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-rdHx0l8dVuu?hQnoh9Md7XUjP?UrJmWKX_h0Mhzq7?v 3-7-157-3-14 3-7-153-7-15 Scale = 1:22.3 4x6 3 8.0012 2-3-13 4 25 1 0-4-7 0-1-80-1-00-1-8 2x4 2x4 6 2x4 7-3-14 7-3-14 LOADING SPACING-CSI.DEFL.PLATESGRIP (psf)2-0-0in(loc)l/deflL/d TCLL20.0Plate Grip DOL1.15TC0.12Vert(LL)-0.004-6>999240MT20197/144 TCDL10.0Lumber DOL 1.15BC0.08Vert(TL)-0.004-6>999180 BCLL0.0Rep Stress IncrYESWB0.02Horz(TL)0.005n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 23 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD2x4 SP No.1BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. OTHERS2x3 SPF No.2 REACTIONS.All bearings 7-3-14 except (jt=length) 5=0-3-8, 5=0-3-8. (lb) - Max Horz1=-53(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 4, 5, 5 except 1=-112(LC 1), 2=-109(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 6, 5 except 2=292(LC 1), 4=269(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 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 capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 1=112, 2=109. 6) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289302 1_HERITAGE_AT_SPRING~LPB05GABLE11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:12 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-rdHx0l8dVuu?hQnoh9Md7XUjE?VbJmZKX_h0Mhzq7?v 2-7-54-8-97-3-14 2-7-52-1-42-7-5 Scale = 1:16.9 4x6 4x6 3 4 8.0012 1-7-6 1-8-141-8-10 5 6 2 1 0-1-0 0-1-8 -0-0-4 87 2x4 2x4 2x4 2x4 7-3-14 7-3-14 Plate Offsets (X,Y)-- \[3:0-4-8,0-2-8\], \[4:0-4-4,0-2-4\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.07Vert(LL)n/a - n/a999MT20197/144 TCDL10.0Lumber DOL 1.15BC0.03Vert(TL)n/a - n/a999 BCLL0.0Rep Stress IncrYESWB0.02Horz(TL)0.006n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 23 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD2x4 SP No.12-0-0 oc purlins (6-0-0 max.): 3-4. OTHERS2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 7-3-14. (lb) - Max Horz1=-36(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 2, 5, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 6, 2, 5, 7, 8 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 2, 5, 7, 8. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289303 1_HERITAGE_AT_SPRING~LPB06Piggyback11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:12 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-rdHx0l8dVuu?hQnoh9Md7XUiy?U8JmqKX_h0Mhzq7?v 2-0-35-3-117-3-14 2-0-33-3-82-0-3 Scale = 1:14.7 3x4 3x4 34 8.0012 5 1-2-101-2-10 6 2 1 0-4-70-4-7 0-1-80-1-8 3x4 3x4 7-3-14 7-3-14 Plate Offsets (X,Y)-- \[2:0-2-0,0-1-8\], \[3:0-2-0,0-2-3\], \[4:0-2-0,0-2-3\], \[5:0-2-0,0-1-8\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.15Vert(LL)0.005n/r180MT20244/190 TCDL10.0Lumber DOL 1.15BC0.12Vert(TL)0.006n/r120 BCLL0.0Rep Stress IncrYESWB0.00Horz(TL)0.005n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 21 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD2x4 SP No.12-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=259/5-10-0, 5=259/5-10-0 Max Horz2=-22(LC 4) Max Uplift2=-17(LC 6), 5=-17(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD2-3=-328/116, 3-4=-278/101, 4-5=-328/116 BOT CHORD2-5=-58/278 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289304 1_HERITAGE_AT_SPRING~LPB07Piggyback11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:13 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-JprJD58FGC0sIaM_Fttsgl1p9Po72BzUleRZu7zq7?u 3-2-1019-3-1425-9-8 3-2-1016-1-46-5-10 Scale = 1:49.7 3x6 8.002x4 2x4 3x6 2x4 12 3x6 3 457 68 2x4 3x4 2 1 4-2-4 3-11-153-11-15 2-0-8 9 10 0-4-7 0-1-80-1-8 3x4 161514131211 3x4 2x4 3x6 2x4 2x4 2x4 25-9-8 25-9-8 Plate Offsets (X,Y)-- \[3:0-3-0,Edge\], \[8:0-3-0,Edge\], \[9:0-2-0,0-1-8\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.44Vert(LL)0.0110n/r180MT20197/144 TCDL10.0Lumber DOL 1.15BC0.20Vert(TL)0.0310n/r120 BCLL0.0Rep Stress IncrYESWB0.13Horz(TL)0.009n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 90 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD2x4 SP No.1end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-8. WEBS2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. OTHERS2x3 SPF No.2 REACTIONS.All bearings 25-0-9. (lb) - Max Horz16=-113(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 16, 14, 15, 11, 9 except 12=-104(LC 5) Max Grav All reactions 250 lb or less at joint(s) 16 except 12=489(LC 10), 14=484(LC 1), 15=339(LC 10), 11=519(LC 11), 9=263(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS5-12=-374/170, 4-14=-358/135, 2-15=-268/91, 7-11=-363/130 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 14, 15, 11, 9 except (jt=lb) 12=104. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289305 1_HERITAGE_AT_SPRING~LPB08Piggyback11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:13 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-JprJD58FGC0sIaM_Fttsgl1pkPo0280UleRZu7zq7?u 6-8-1015-9-1425-9-8 6-8-109-1-49-11-10 Scale = 1:58.8 6x8 3x6 2x4 3 45 6 8.00 12 2x4 7 2x4 2x4 6-6-4 2 6-3-156-3-15 1 8 2-0-8 9 0-4-7 0-1-80-1-8 3x4 151413121110 3x6 2x4 2x4 2x4 2x4 2x4 25-9-8 25-9-8 Plate Offsets (X,Y)-- \[3:0-4-9,Edge\], \[6:0-3-0,Edge\], \[8:0-2-0,0-1-8\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.41Vert(LL)0.019n/r180MT20197/144 TCDL10.0Lumber DOL 1.15BC0.21Vert(TL)0.039n/r120 BCLL0.0Rep Stress IncrYESWB0.32Horz(TL)0.008n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 96 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD2x4 SP No.1end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-6. WEBS2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. OTHERS2x3 SPF No.2 REACTIONS.All bearings 25-0-9. (lb) - Max Horz15=-167(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 11, 13, 10, 8 except 15=-170(LC 4), 14=-228(LC 6) Max Grav All reactions 250 lb or less at joint(s) 15, 8 except 11=467(LC 11), 13=483(LC 10), 14=447(LC 10), 10=538(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS5-11=-358/159, 4-13=-359/96, 2-14=-348/256, 7-10=-379/160 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 13, 10, 8 except (jt=lb) 15=170, 14=228. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289306 1_HERITAGE_AT_SPRING~LPB09Piggyback11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:14 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-n?PiRR9u0V9iwkxBpaO5DyZ0pp8Mnfxd_IA6QZzq7?t 6-0-1312-1-9 6-0-136-0-13 Scale = 1:30.9 4x8 3 8.00 12 4-0-8 4 2 5 1 0-4-70-4-7 0-1-80-1-8 3x4 3x4 6 2x4 12-1-9 12-1-9 Plate Offsets (X,Y)-- \[2:0-2-0,0-1-8\], \[4:0-2-0,0-1-8\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.26Vert(LL)0.015n/r180MT20197/144 TCDL10.0Lumber DOL 1.15BC0.20Vert(TL)0.025n/r120 BCLL0.0Rep Stress IncrYESWB0.09Horz(TL)0.004n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 40 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD2x4 SP No.1BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. OTHERS2x3 SPF No.2 REACTIONS. (lb/size)2=241/10-7-11, 4=241/10-7-11, 6=425/10-7-11 Max Horz2=-85(LC 4) Max Uplift2=-37(LC 6), 4=-44(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS3-6=-262/57 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 6) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289307 1_HERITAGE_AT_SPRING~LPB10Piggyback11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:14 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-n?PiRR9u0V9iwkxBpaO5DyZ3Bp9ynghd_IA6QZzq7?t 2-10-59-3-512-1-9 2-10-56-5-02-10-5 Scale = 1:21.2 3x6 3x6 2x4 4 35 8.0012 1-9-6 1-10-14 6 7 2 1 0-4-70-4-7 0-1-80-1-8 8 3x4 3x4 2x4 12-1-9 12-1-9 Plate Offsets (X,Y)-- \[2:0-2-0,0-1-8\], \[3:0-3-0,0-0-2\], \[5:0-3-0,0-0-2\], \[6:0-2-0,0-1-8\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.10Vert(LL)0.007n/r180MT20197/144 TCDL10.0Lumber DOL 1.15BC0.17Vert(TL)0.017n/r120 BCLL0.0Rep Stress IncrYESWB0.04Horz(TL)0.006n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 36 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD2x4 SP No.12-0-0 oc purlins (6-0-0 max.): 3-5. OTHERS2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)2=284/10-7-11, 6=284/10-7-11, 8=339/10-7-11 Max Horz2=-35(LC 4) Max Uplift2=-35(LC 6), 6=-35(LC 7), 8=-24(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD2-3=-309/97, 5-6=-309/97 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 8. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289308 1_HERITAGE_AT_SPRING~LT01Piggyback Base11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:15 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-FCz4enAWnpHZYuWNNIvKlA61oCKcWvhmDywgz0zq7?s 8-1-416-0-023-10-1225-9-830-0-0 8-1-47-10-127-10-121-10-114-2-9 Scale = 1:54.9 5x12 3x8 3x6 2x4 5x12 3x12 8.0012 156 234 1-10-41-10-4 4x6 7 10 13 4-9-2 1211 5x10 MT18HS 3x16 MT18HS3x6 9 7x16 MT18HS 2-10-14 3x8 1-11-7 6.0012 8 3x4 12-0-1023-10-1225-9-830-0-0 12-0-1011-10-21-10-114-2-9 Plate Offsets (X,Y)-- \[6:0-10-4,0-2-4\], \[7:0-3-0,0-1-8\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.95Vert(LL)-0.5110-11>693240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.84Vert(TL)-1.5110-11>236180MT18HS197/144 BCLL0.0Rep Stress IncrYESWB0.95Horz(TL)0.528n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 135 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP 2400F 2.0E *Except* TOP CHORDStructural wood sheathing directly applied or 4-2-7 oc purlins, except 6-7: 2x4 SP No.1end verticals, and 2-0-0 oc purlins (2-2-0 max.): 1-6. BOT CHORD2x4 SP 2400F 2.0E *Except* BOT CHORDStructural wood sheathing directly applied or 8-6-4 oc bracing. 8-10: 2x4 SP No.1WEBS1 Row at midpt4-10 WEBS2x3 SPF No.2 *Except* 2 Rows at 1/3 pts2-13 1-13,2-13,4-10: 2x4 SP No.1, 7-8: 2x4 SPF-S Stud REACTIONS.(lb/size)13=1188/0-3-8, 8=1188/0-3-8 Max Horz13=-97(LC 4) Max Uplift13=-173(LC 5), 8=-53(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD1-2=-396/7, 2-3=-5342/605, 3-4=-5342/605, 4-5=-3848/413, 5-6=-3827/402, 6-7=-2139/198, 7-8=-1170/130 BOT CHORD12-13=-779/4386, 11-12=-779/4386, 10-11=-919/5676, 9-10=-176/1927 WEBS2-13=-4087/755, 2-11=0/1224, 4-11=-356/298, 4-10=-1867/482, 5-10=-311/164, 6-10=-330/2772, 6-9=-731/45, 7-9=-186/1625 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) Provide adequate drainage to prevent water ponding. 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) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 13=173. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289309 1_HERITAGE_AT_SPRING~LT02Piggyback Base41 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:15 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-FCz4enAWnpHZYuWNNIvKlA63UCOaWvCmDywgz0zq7?s 7-7-511-3-414-11-323-10-1230-0-0 7-7-53-7-153-7-158-11-96-1-4 Scale = 1:90.5 4x6 5x10 MT18HS 3x4 8.0012 2 34 5x6 1 4x8 9-1-29-1-2 5 3x6 12-0-0 6 4-0-4 3x6 7 11 1312109 3x6 3x4 4x8 4x8 6x8 2-10-14 1-11-7 8 4x6 6.0012 7-7-514-11-323-10-1230-0-0 7-7-57-3-148-11-96-1-4 Plate Offsets (X,Y)-- \[1:0-3-0,0-1-8\], \[2:0-3-4,0-2-4\], \[4:0-6-8,0-1-12\], \[5:0-3-12,0-1-8\], \[8:0-2-15,0-2-0\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.77Vert(LL)-0.189-10>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.59Vert(TL)-0.559-10>653180MT18HS197/144 BCLL0.0Rep Stress IncrYESWB0.92Horz(TL)0.238n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 161 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 4-1-9 oc purlins, except BOT CHORD2x4 SP No.1end verticals, and 2-0-0 oc purlins (4-7-7 max.): 2-4. WEBS2x3 SPF No.2 *Except* BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. 1-13,5-8: 2x4 SP No.1, 7-8: 2x4 SPF-S StudWEBS1 Row at midpt3-12, 5-10, 5-8 REACTIONS.(lb/size)13=1188/0-3-8, 8=1188/0-3-8 Max Horz13=-309(LC 4) Max Uplift13=-13(LC 6), 8=-57(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD1-2=-1080/164, 2-3=-798/188, 3-4=-1060/207, 4-5=-1414/175, 6-7=-263/99, 1-13=-1106/128, 7-8=-256/94 BOT CHORD12-13=-198/312, 11-12=-42/930, 10-11=-42/930, 9-10=-26/2120, 8-9=-36/2439 WEBS2-12=-8/257, 3-12=-449/124, 3-10=-84/370, 4-10=0/349, 5-10=-1116/179, 5-9=0/1210, 1-12=-45/789, 5-8=-2799/41 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) 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) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289310 1_HERITAGE_AT_SPRING~LT03Half Hip61 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:16 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-kOXSr7B8Y7PQ925Zw?QZINfBCcmkFQnwRcfDVSzq7?r -1-3-88-11-1217-9-018-6-8 1-3-88-11-128-9-40-9-8 Scale = 1:100.5 12x18 MT18HS 8.0012 67 3x6 3x6 5 3x6 12 11 4 12-10-04x6 12-7-1112-7-11 3 4x6 9-1-12 2 1 1-0-0 9 5x12 108 3x6 2x4 5x8 18-6-10 8-11-1218-3-018-6-8 8-11-129-3-40-3-8 0-0-2 Plate Offsets (X,Y)-- \[6:0-1-12,0-9-0\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.90Vert(LL)-0.138-10>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.47Vert(TL)-0.318-10>719180MT18HS169/123 BCLL0.0Rep Stress IncrYESWB0.64Horz(TL)0.5212n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 118 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD2x4 SP No.1end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. WEBS2x4 SP No.1 *Except* BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. 4-10: 2x3 SPF No.2WEBS1 Row at midpt4-8 OTHERS2x4 SPF-S Stud SLIDERLeft 2x6 SP No.1 5-6-6 REACTIONS.(lb/size)2=816/0-3-8, 12=709/0-3-8 Max Horz2=331(LC 5) Max Uplift2=-11(LC 6), 12=-151(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD2-3=-843/0, 3-4=-591/4, 8-11=-56/494, 7-11=-56/494 BOT CHORD2-10=-100/594, 9-10=-100/594, 8-9=-100/594 WEBS4-10=0/388, 4-8=-679/201, 7-12=-716/153 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) The Fabrication Tolerance at joint 6 = 8% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 12=151. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289311 1_HERITAGE_AT_SPRING~LT05Half Hip11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:16 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-kOXSr7B8Y7PQ925Zw?QZINfMactKFa9wRcfDVSzq7?r -1-0-02-6-134-0-8 1-0-02-6-131-5-11 Scale = 1:30.4 4x8 34 2x4 14.0012 3x6 4-5-6 4-3-94-3-9 2 1-5-71 6 2x4 75 3x4 3x4 2-6-134-0-8 2-6-131-5-11 Plate Offsets (X,Y)-- \[3:0-5-3,0-2-0\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.24Vert(LL)-0.006-7>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.04Vert(TL)-0.006-7>999180 BCLL0.0Rep Stress IncrYESWB0.04Horz(TL)-0.005n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 29 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 4-0-8 oc purlins, except BOT CHORD2x4 SP No.1end verticals, and 2-0-0 oc purlins: 3-4. WEBS2x3 SPF No.2 *Except* BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. 2-7: 2x4 SPF-S Stud REACTIONS.(lb/size)5=141/Mechanical, 7=231/0-3-8 Max Horz7=136(LC 5) Max Uplift5=-68(LC 5), 7=-13(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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289312 1_HERITAGE_AT_SPRING~LT06Half Hip11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:16 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-kOXSr7B8Y7PQ925Zw?QZINfMRcsVFZWwRcfDVSzq7?r -1-0-03-8-94-0-8 1-0-03-8-90-3-15 Scale = 1:38.6 6x6 3 4 14.0012 5-9-6 5-7-95-7-9 4x6 2 1 1-5-7 6 75 3x4 2x4 2x4 2-0-44-0-84-0-11 2-0-42-0-40-0-3 Plate Offsets (X,Y)-- \[2:0-2-12,0-1-8\], \[3:Edge,0-2-15\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.25Vert(LL)-0.006>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.10Vert(TL)-0.006>999180 BCLL0.0Rep Stress IncrYESWB0.08Horz(TL)-0.005n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 29 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 4-0-8 oc purlins, except BOT CHORD2x4 SP No.1end verticals, and 2-0-0 oc purlins: 3-4. WEBS2x3 SPF No.2 *Except* BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. 2-7: 2x4 SPF-S Stud REACTIONS.(lb/size)5=141/Mechanical, 7=231/0-3-8 Max Horz7=176(LC 5) Max Uplift5=-105(LC 5), 7=-34(LC 4) 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=105. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289313 1_HERITAGE_AT_SPRING~LT07Half Hip11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:17 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-Ca4q3TBmJQXHnBflUixoqbBXd0C0_?b3gGPn1uzq7?q -1-0-03-2-94-0-8 1-0-03-2-90-9-15 Scale = 1:35.1 4x8 3 4 3x4 14.0012 5-2-7 5-0-105-0-10 2x4 2 1 1-5-7 65 3x6 2x4 4-0-11 0-0-83-2-94-0-8 0-0-83-2-10-9-15 0-0-3 Plate Offsets (X,Y)-- \[3:0-3-8,Edge\], \[4:Edge,0-2-8\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.22Vert(LL)-0.015-6>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.08Vert(TL)-0.025-6>999180 BCLL0.0Rep Stress IncrYESWB0.16Horz(TL)0.005n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 26 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 4-0-8 oc purlins, except BOT CHORD2x4 SP No.1end verticals, and 2-0-0 oc purlins: 3-4. WEBS2x3 SPF No.2 *Except* BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. 2-6: 2x4 SPF-S Stud REACTIONS.(lb/size)5=141/Mechanical, 6=231/0-3-8 Max Horz6=159(LC 5) Max Uplift5=-88(LC 5), 6=-17(LC 4) 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289314 1_HERITAGE_AT_SPRING~LT08GABLE11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:17 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-Ca4q3TBmJQXHnBflUixoqbBY80CC_1f3gGPn1uzq7?q -1-0-03-7-46-1-4 1-0-03-7-42-5-15 Scale = 1:35.2 3x4 2x4 2x4 56 4 Sheet Front 8.0012 2x4 Full Sheathing 1 Ply 7/16OSB8 31-5-7 3x4 7 2x4 2 4-4-5 8 1 2x4 2-10-14 1-11-7 9 2x4 6.0012 10 3x4 6-1-4 6-1-4 Plate Offsets (X,Y)-- \[4:0-2-0,0-2-3\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.19Vert(LL)0.001n/r180MT20169/123 TCDL10.0Lumber DOL 1.15BC0.07Vert(TL)-0.001n/r120 BCLL0.0Rep Stress IncrYESWB0.03Horz(TL)-0.007n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 56 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD2x4 SP No.1end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. WEBS2x3 SPF No.2 *Except* BOT CHORDStructural wood sheathing directly applied or 6-0-0 oc bracing. 2-10: 2x4 SPF-S Stud OTHERS2x3 SPF No.2 REACTIONS.All bearings 6-1-4. (lb) - Max Horz10=114(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 7, 10, 8, 9 Max Grav All reactions 250 lb or less at joint(s) 7, 10, 8, 9 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 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Bearing at joint(s) 7, 10, 8, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 10, 8, 9. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7, 8, 9. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289315 1_HERITAGE_AT_SPRING~LT09Piggyback Base101 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:17 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-Ca4q3TBmJQXHnBflUixoqbBSJ07W_t53gGPn1uzq7?q -1-0-04-8-109-2-1114-0-518-6-623-3-024-3-0 1-0-04-8-104-6-24-9-104-6-24-8-101-0-0 Scale = 1:86.9 4x6 5x8 5 6 14.0012 3x4 3x4 7 4 3x6 3x6 12-0-012-0-0 8 3 3x4 3x4 2 9 1 10 1-2-14 1-2-14 14 15131211 3x6 4x8 3x8 3x4 4x8 9-2-1114-0-523-3-0 9-2-114-9-109-2-11 Plate Offsets (X,Y)-- \[5:0-3-2,0-2-0\], \[6:0-4-4,0-0-12\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.56Vert(LL)-0.1311-12>999240MT20197/144 TCDL10.0Lumber DOL 1.15BC0.43Vert(TL)-0.3211-12>852180 BCLL0.0Rep Stress IncrYESWB0.70Horz(TL)0.0211n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 168 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD2x4 SP No.1end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. WEBS2x4 SP No.1 *Except* BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. 4-13,7-12,4-15,7-11: 2x3 SPF No.2WEBS1 Row at midpt6-13 REACTIONS.(lb/size)15=987/0-3-8, 11=987/0-3-8 Max Horz15=-300(LC 4) Max Uplift15=-48(LC 6), 11=-48(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD2-3=-509/99, 3-4=-469/121, 4-5=-785/207, 5-6=-447/193, 6-7=-785/207, 7-8=-470/122, 8-9=-510/100, 2-15=-488/150, 9-11=-488/150 BOT CHORD14-15=-157/523, 13-14=-157/523, 12-13=-29/446, 11-12=0/523 WEBS5-13=-71/302, 6-12=-86/302, 4-15=-490/124, 7-11=-489/125 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 11. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289316 1_HERITAGE_AT_SPRING~LT10Piggyback Base11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:18 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-gmeCGoCO4kf8PLEy2QT1Nokd4QTljIJDvw8KZLzq7?p -1-0-04-8-109-2-1114-0-518-6-623-3-0 1-0-04-8-104-6-24-9-104-6-24-8-10 Scale = 1:86.9 4x6 5x8 5 6 14.0012 3x4 3x4 7 4 3x6 12-0-012-0-0 3 3x4 3x4 8 2 1 1-2-14 1-2-14 12 1311109 3x6 4x8 3x8 3x4 4x8 9-2-1114-0-523-3-0 9-2-114-9-109-2-11 Plate Offsets (X,Y)-- \[5:0-3-2,0-2-0\], \[6:0-4-4,0-0-12\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.56Vert(LL)-0.139-10>999240MT20197/144 TCDL10.0Lumber DOL 1.15BC0.43Vert(TL)-0.329-10>852180 BCLL0.0Rep Stress IncrYESWB0.70Horz(TL)0.029n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 166 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD2x4 SP No.1end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. WEBS2x4 SP No.1 *Except* BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. 4-11,7-10,4-13,7-9: 2x3 SPF No.2WEBS1 Row at midpt6-11 REACTIONS.(lb/size)13=989/0-3-8, 9=917/0-3-8 Max Horz13=314(LC 5) Max Uplift13=-48(LC 6), 9=-16(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD2-3=-509/99, 3-4=-469/121, 4-5=-787/207, 5-6=-448/193, 6-7=-789/207, 7-8=-524/113, 2-13=-488/150, 8-9=-449/107 BOT CHORD12-13=-172/524, 11-12=-172/524, 10-11=-43/448, 9-10=0/528 WEBS5-11=-71/302, 6-10=-86/304, 4-13=-492/124, 7-9=-451/133 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289317 1_HERITAGE_AT_SPRING~LT11Roof Special11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:18 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-gmeCGoCO4kf8PLEy2QT1NokXvQYzjRDDvw8KZLzq7?p 0-11-117-1-88-1-8 0-11-116-1-131-0-0 Scale = 1:64.7 6x6 2x4 1 2 14.00 12 8-5-0 8-5-0 3x6 3 4 1-2-14 6 75 3x4 3x4 2x4 3-6-127-1-8 3-6-123-6-12 Plate Offsets (X,Y)-- \[2:0-4-8,0-1-12\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.95Vert(LL)-0.006-7>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.10Vert(TL)-0.016-7>999180 BCLL0.0Rep Stress IncrYESWB0.13Horz(TL)0.005n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 53 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD2x4 SP No.1end verticals, and 2-0-0 oc purlins: 1-2. WEBS2x3 SPF No.2 *Except* BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. 1-7,3-5: 2x4 SPF-S StudWEBS1 Row at midpt1-7, 2-7 REACTIONS.(lb/size)7=268/Mechanical, 5=348/0-3-8 Max Horz7=-261(LC 4) Max Uplift7=-135(LC 4), 5=-13(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD3-5=-321/70 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 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 except (jt=lb) 7=135. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289318 1_HERITAGE_AT_SPRING~LT12Roof Special11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:19 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-8zCbU8D0r2n?1Vp8c7_Gw0HnRqr8SlOM8aut6nzq7?o 4-4-06-5-88-7-012-11-013-11-0 4-4-02-1-82-1-84-4-01-0-0 Scale = 1:71.8 4x6 3 3x6 14.0012 3x6 4 2 8-9-4 3x6 3x6 1 98 5x6 5 5x6 3-0-6 6 1-2-14 1-2-14 7 9.0012 10 3x6 3x6 4-4-08-7-012-11-0 4-4-04-3-04-4-0 Plate Offsets (X,Y)-- \[8:0-4-4,0-2-8\], \[9:0-4-4,0-2-8\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.58Vert(LL)-0.038-9>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.23Vert(TL)-0.098-9>999180 BCLL0.0Rep Stress IncrYESWB0.71Horz(TL)0.127n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 82 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD2x4 SP No.1end verticals. WEBS2x3 SPF No.2 *Except* BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. 1-10,5-7: 2x4 SPF-S Stud REACTIONS.(lb/size)10=502/0-3-8, 7=577/0-3-8 Max Horz10=-237(LC 4) Max Uplift10=-26(LC 7), 7=-38(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD1-2=-382/192, 2-3=-808/204, 3-4=-797/133, 4-5=-346/203, 1-10=-354/169, 5-7=-397/220 BOT CHORD9-10=-170/630, 8-9=-47/307, 7-8=-5/623 WEBS3-8=-102/540, 4-8=-101/318, 3-9=-223/556, 2-9=-111/323, 2-10=-563/0, 4-7=-596/43 NOTES-(6-7) 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) Bearing at joint(s) 10, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289319 1_HERITAGE_AT_SPRING~LT13Roof Special71 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:19 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-8zCbU8D0r2n?1Vp8c7_Gw0Hpcqr0Sm7M8aut6nzq7?o 4-1-06-2-88-4-012-8-013-8-0 4-1-02-1-82-1-84-4-01-0-0 Scale = 1:71.0 4x6 3 3x12 14.00123x12 4 2 8-9-10 3x6 3x6 1 1098 5 5x6 5x6 63-0-6 7 3x8 1-6-12 1-2-14 0-0-6 9.0012 11 3x6 3x6 4-1-06-2-88-4-012-8-0 4-1-02-1-82-1-84-4-0 Plate Offsets (X,Y)-- \[3:Edge,0-1-14\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.51Vert(LL)-0.029>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.24Vert(TL)-0.068-9>999180 BCLL0.0Rep Stress IncrYESWB0.67Horz(TL)0.117n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 82 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD2x4 SP No.1end verticals. WEBS2x3 SPF No.2 *Except* BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. 1-11,5-7: 2x4 SPF-S Stud REACTIONS.(lb/size)11=492/Mechanical, 7=567/0-3-8 Max Horz11=-238(LC 4) Max Uplift11=-25(LC 7), 7=-39(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD1-2=-337/169, 2-3=-494/82, 3-4=-495/90, 4-5=-347/196, 1-11=-315/150, 5-7=-396/214 BOT CHORD10-11=-171/577, 9-10=-124/448, 8-9=0/459, 7-8=-3/594 WEBS2-10=-53/362, 2-9=-281/141, 3-9=-121/560, 4-9=-301/88, 4-8=0/380, 2-11=-550/0, 4-7=-558/39 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289320 1_HERITAGE_AT_SPRING~LT14Hip11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:20 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-c9mzhUEecLvsefOK9rVVSDp1LD9aBHrVMEdReDzq7?n -1-0-03-0-05-11-012-4-015-3-018-3-0 1-0-03-0-02-11-06-5-02-11-03-0-0 Scale = 1:39.8 4x8 3x4 2x4 4x8 345 6 14.0012 2-1-7 4x6 3x6 7 5-0-0 1110 4-10-3 5x6 5x12 2 2-8-12 129 1 3x6 3x6 1-6-01-6-0 6.0012 8 13 2x4 2x4 3-0-05-11-012-4-015-3-018-3-0 3-0-02-11-06-5-02-11-03-0-0 Plate Offsets (X,Y)-- \[3:0-5-3,0-2-0\], \[6:0-5-3,0-2-0\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.32Vert(LL)-0.0710-11>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.34Vert(TL)-0.2110-11>999180 BCLL0.0Rep Stress IncrYESWB0.45Horz(TL)0.178n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 89 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD2x4 SP No.1end verticals, and 2-0-0 oc purlins (4-6-13 max.): 3-6. WEBS2x3 SPF No.2 *Except* BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. 2-13,7-8: 2x4 SPF-S Stud REACTIONS.(lb/size)13=789/0-5-8, 8=716/0-5-8 Max Horz13=149(LC 5) Max Uplift13=-47(LC 5), 8=-45(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD2-3=-878/169, 3-4=-1617/325, 4-5=-1636/259, 5-6=-1637/260, 6-7=-888/93, 2-13=-767/135, 7-8=-702/82 BOT CHORD11-12=-189/598, 10-11=-366/1635, 9-10=-89/605 WEBS3-11=-228/1297, 4-11=-349/160, 5-10=-339/142, 6-10=-254/1298, 2-12=-34/506, 7-9=-83/496 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 13, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289321 1_HERITAGE_AT_SPRING~LT15Hip11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:20 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-c9mzhUEecLvsefOK9rVVSDp0NDByBJWVMEdReDzq7?n -1-0-04-1-115-11-012-4-014-1-518-3-0 1-0-04-1-111-9-56-5-01-9-54-1-11 Scale = 1:47.3 4x8 3x4 2x4 4x8 345 6 14.0012 3-5-7 5x6 6-4-0 6-2-3 4x6 7 1110 25x6 5x12 129 3x6 3x6 2-8-12 1 1-6-01-6-0 6.0012 8 133x4 3x4 4-1-115-11-012-4-014-1-518-3-0 4-1-111-9-56-5-01-9-54-1-11 Plate Offsets (X,Y)-- \[3:0-5-3,0-2-0\], \[6:0-5-3,0-2-0\], \[7:0-2-8,0-1-8\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.38Vert(LL)-0.0410-11>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.26Vert(TL)-0.1310-11>999180 BCLL0.0Rep Stress IncrYESWB0.27Horz(TL)0.088n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 97 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD2x4 SP No.1end verticals, and 2-0-0 oc purlins (5-11-7 max.): 3-6. WEBS2x3 SPF No.2 *Except* BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. 2-13,7-8: 2x4 SPF-S Stud REACTIONS.(lb/size)13=789/0-5-8, 8=716/0-5-8 Max Horz13=182(LC 5) Max Uplift13=-36(LC 6), 8=-12(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD2-3=-954/159, 3-4=-944/194, 4-5=-954/125, 5-6=-956/127, 6-7=-960/85, 2-13=-772/144, 7-8=-708/95 BOT CHORD11-12=-194/637, 10-11=-235/952, 9-10=-76/635 WEBS3-11=-114/800, 4-11=-357/187, 5-10=-337/155, 6-10=-185/783, 2-12=-2/505, 7-9=-90/489 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 13, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289322 1_HERITAGE_AT_SPRING~LT16Hip11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:21 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-4LKLvqFHNf1jGpzXjY0k?RM9EdXWwo3fbuN_Afzq7?m -1-0-05-3-712-11-918-3-0 1-0-05-3-77-8-25-3-7 Scale = 1:56.7 5x8 5x6 3 4 14.0012 4-9-7 7-8-0 7-6-3 6x8 5x8 5 8 7 2 5x6 5x12 1 2-8-12 1-6-0 1-6-0 6 6.0012 9 3x4 3x4 5-11-012-4-018-3-0 5-11-06-5-05-11-0 Plate Offsets (X,Y)-- \[2:Edge,0-1-5\], \[3:0-5-10,0-2-8\], \[4:0-3-10,0-2-8\], \[5:Edge,0-1-5\], \[8:0-4-4,0-2-8\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.50Vert(LL)-0.037-8>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.23Vert(TL)-0.107-8>999180 BCLL0.0Rep Stress IncrYESWB0.19Horz(TL)0.066n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 94 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 5-6-4 oc purlins, except BOT CHORD2x4 SP No.1end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. WEBS2x3 SPF No.2 *Except* BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. 2-9,5-6: 2x4 SPF-S StudWEBS1 Row at midpt3-7 REACTIONS.(lb/size)9=789/0-5-8, 6=716/0-5-8 Max Horz9=214(LC 5) Max Uplift9=-39(LC 6), 6=-6(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD2-3=-1027/138, 3-4=-654/105, 4-5=-1031/85, 2-9=-765/158, 5-6=-703/111 BOT CHORD8-9=-241/286, 7-8=-191/649 WEBS3-8=-20/383, 4-7=0/385, 2-8=-31/559, 5-7=-148/540 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 9, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289323 1_HERITAGE_AT_SPRING~LT17Hip11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:21 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-4LKLvqFHNf1jGpzXjY0k?RMAQdXgwgsfbuN_Afzq7?m 3-3-136-5-211-9-1414-11-318-3-0 3-3-133-1-55-4-113-1-53-3-13 Scale = 1:65.9 5x6 6x6 3 4 14.00 12 3x4 3x4 56-1-7 2 9-0-0 8-10-3 3x6 6 3x6 1 9 8 5x12 5x8 2-8-12 1-6-01-6-0 7 6.0012 3x6 10 3x6 5-11-012-4-018-3-0 5-11-06-5-05-11-0 Plate Offsets (X,Y)-- \[3:0-3-4,0-2-0\], \[4:0-4-0,0-3-0\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.42Vert(LL)-0.038-9>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.22Vert(TL)-0.108-9>999180 BCLL0.0Rep Stress IncrYESWB0.65Horz(TL)0.077n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 100 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD2x4 SP No.1end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. WEBS2x3 SPF No.2 *Except* BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. 1-10,6-7: 2x4 SPF-S StudWEBS1 Row at midpt4-9 REACTIONS.(lb/size)10=718/0-5-8, 7=718/0-5-8 Max Horz10=-226(LC 4) Max Uplift10=-7(LC 7), 7=-7(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD2-3=-881/114, 3-4=-525/115, 4-5=-888/104 BOT CHORD9-10=-250/603, 8-9=-73/525, 7-8=-28/597 WEBS3-9=0/392, 4-8=0/389, 2-10=-797/5, 5-7=-787/43 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 10, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289324 1_HERITAGE_AT_SPRING~LT18Hip11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:21 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-4LKLvqFHNf1jGpzXjY0k?RM3EdWVwirfbuN_Afzq7?m 5-11-07-6-1410-8-212-4-018-3-0 5-11-01-7-143-1-51-7-145-11-0 Scale = 1:76.0 4x8 4x6 3 4 4x10 4x10 5 2 14.00 12 7-5-7 10-4-0 10-2-3 3x8 6 3x8 1 111098 5x6 5x6 2-8-12 1-6-01-6-0 4x6 4x8 7 4x6 12 6.0012 4x6 5-11-07-6-1410-8-212-4-018-3-0 5-11-01-7-143-1-51-7-145-11-0 Plate Offsets (X,Y)-- \[3:0-5-3,0-2-0\], \[4:0-3-3,0-2-0\], \[7:0-2-13,Edge\], \[10:0-2-8,0-2-0\], \[12:0-2-13,Edge\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.88Vert(LL)-0.0311-12>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.30Vert(TL)-0.0911-12>999180 BCLL0.0Rep Stress IncrYESWB0.53Horz(TL)0.097n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 122 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD2x4 SP No.1end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. WEBS2x3 SPF No.2 *Except* BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. 1-12,6-7: 2x4 SPF-S StudWEBS1 Row at midpt2-12, 5-7 REACTIONS.(lb/size)12=718/0-5-8, 7=718/0-5-8 Max Horz12=-259(LC 4) Max Uplift12=-18(LC 7), 7=-18(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD1-2=-454/299, 2-3=-737/230, 3-4=-444/126, 4-5=-737/228, 5-6=-456/299, 1-12=-425/259, 6-7=-426/257 BOT CHORD11-12=-205/629, 10-11=-169/546, 9-10=-115/439, 8-9=-31/545, 7-8=-49/628 WEBS2-11=-28/375, 2-10=-383/243, 3-10=-210/407, 4-9=-165/404, 5-9=-365/207, 5-8=0/365, 2-12=-604/0, 5-7=-601/116 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 12, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289325 1_HERITAGE_AT_SPRING~LT19Hip11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:22 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-YYuj6AFv8z9auzYjHGXzXevE11smf9woqY6Xj6zq7?l 5-11-08-8-99-6-712-4-018-3-0 5-11-02-9-90-9-142-9-95-11-0 Scale = 1:85.3 4x6 4x8 3 4 3x12 3x12 14.00 12 5 2 8-9-7 11-8-0 11-6-3 3x8 6 3x8 1 111098 5x6 5x6 2-8-12 4x8 1-6-01-6-0 3x4 7 124x6 6.0012 4x6 5-11-08-8-99-6-712-4-018-3-0 5-11-02-9-90-9-142-9-95-11-0 Plate Offsets (X,Y)-- \[3:0-3-3,0-2-0\], \[4:0-5-3,0-2-0\], \[7:0-2-13,Edge\], \[12:0-2-13,Edge\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.88Vert(LL)-0.0311-12>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.30Vert(TL)-0.0811-12>999180 BCLL0.0Rep Stress IncrYESWB0.54Horz(TL)0.097n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 127 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD2x4 SP No.1end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. WEBS2x3 SPF No.2 *Except* BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. 1-12,6-7: 2x4 SPF-S StudWEBS1 Row at midpt2-12, 5-7 REACTIONS.(lb/size)12=718/0-5-8, 7=718/0-5-8 Max Horz12=-291(LC 4) Max Uplift12=-30(LC 7), 7=-30(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD1-2=-453/303, 2-3=-668/198, 3-4=-384/141, 4-5=-662/196, 5-6=-447/300, 1-12=-424/263, 6-7=-418/257 BOT CHORD11-12=-201/629, 10-11=-165/546, 9-10=-76/375, 8-9=-16/549, 7-8=-31/639 WEBS2-11=-30/381, 2-10=-359/210, 3-10=-123/337, 4-9=-105/284, 5-9=-384/182, 5-8=0/400, 2-12=-605/0, 5-7=-617/92 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 12, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289326 1_HERITAGE_AT_SPRING~LT20Roof Special31 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:22 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-YYuj6AFv8z9auzYjHGXzXevEr1sDf7hoqY6Xj6zq7?l 5-11-09-1-812-4-018-3-0 5-11-03-2-83-2-85-11-0 Scale = 1:97.8 4x6 3 3x6 14.00123x6 4 2 12-1-12 3x8 5 3x8 1 87 2-8-12 5x12 5x12 1-6-01-6-0 6 9 4x6 4x6 6.0012 5-11-012-4-018-3-0 5-11-06-5-05-11-0 Plate Offsets (X,Y)-- \[6:0-2-13,Edge\], \[9:0-2-13,Edge\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.89Vert(LL)-0.047-8>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.27Vert(TL)-0.147-8>999180 BCLL0.0Rep Stress IncrYESWB0.68Horz(TL)0.106n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 114 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD2x4 SP No.1end verticals. WEBS2x3 SPF No.2 *Except* BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. 1-9,5-6: 2x4 SPF-S StudWEBS1 Row at midpt2-9, 4-6 REACTIONS.(lb/size)9=718/0-5-8, 6=718/0-5-8 Max Horz9=-303(LC 4) Max Uplift9=-35(LC 7), 6=-35(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD1-2=-441/311, 2-3=-951/333, 3-4=-951/318, 4-5=-441/310, 1-9=-415/270, 5-6=-415/266 BOT CHORD8-9=-194/647, 7-8=-78/355, 6-7=-27/647 WEBS3-7=-244/620, 4-7=-221/386, 3-8=-306/620, 2-8=-221/370, 2-9=-633/0, 4-6=-633/85 NOTES-(6-7) 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) Bearing at joint(s) 9, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289327 1_HERITAGE_AT_SPRING~LT21Piggyback Base41 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:23 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-0kS5JWGXvGHRV77vrz2C4sROLRAUObcy2Cs5FYzq7?k 7-7-514-11-321-3-427-8-0 7-7-57-3-146-4-16-4-12 Scale = 1:67.1 5x8 4x6 2 3 8.0012 3x6 6x6 4 1 9-1-29-1-2 4-0-4 5 0-7-4 8 10 9764x8 3x6 3x6 3x4 3x8 2x4 7-7-514-11-321-3-427-8-0 7-7-57-3-146-4-16-4-12 Plate Offsets (X,Y)-- \[2:0-4-12,0-2-0\], \[3:0-3-4,0-2-4\], \[5:0-3-8,Edge\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.91Vert(LL)-0.079-10>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.39Vert(TL)-0.169-10>999180 BCLL0.0Rep Stress IncrYESWB0.64Horz(TL)0.045n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 139 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 4-7-5 oc purlins, except BOT CHORD2x4 SP No.1end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. WEBS2x3 SPF No.2 *Except* BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. 2-7: 2x4 SP No.1, 1-10: 2x4 SPF-S StudWEBS1 Row at midpt2-9 WEDGE2 Rows at 1/3 pts1-10 Right: 2x4 SPF-S Stud REACTIONS.(lb/size)10=1092/0-3-8, 5=1092/0-5-8 Max Horz10=-251(LC 4) Max Uplift10=-17(LC 6), 5=-41(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD1-2=-983/159, 2-3=-873/195, 3-4=-1153/184, 4-5=-1602/143, 1-10=-1014/123 BOT CHORD9-10=-164/255, 8-9=-64/720, 7-8=-64/720, 6-7=-35/1211, 5-6=-35/1211 WEBS2-7=-99/320, 3-7=0/303, 4-7=-416/142, 4-6=0/273, 1-9=-61/724 NOTES- (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 5. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289328 1_HERITAGE_AT_SPRING~LT22Half Hip21 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:23 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-0kS5JWGXvGHRV77vrz2C4sRbERGJOkJy2Cs5FYzq7?k -1-0-02-0-02-6-0 1-0-02-0-00-6-0 Scale = 1:16.4 4 3 6x8 8.0012 2-1-11 2 0-9-11 1 68 5 3x4 7 3x4 8x8 1-3-02-6-0 1-3-01-3-0 Plate Offsets (X,Y)-- \[3:Edge,0-2-3\], \[7:Edge,0-6-2\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.08Vert(LL)-0.006>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.02Vert(TL)-0.006>999180 BCLL0.0Rep Stress IncrYESWB0.02Horz(TL)-0.005n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 15 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 2-6-0 oc purlins, except BOT CHORD2x4 SP No.1end verticals, and 2-0-0 oc purlins: 3-4. WEBS2x3 SPF No.2 *Except* BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. 2-7: 2x4 SPF-S Stud REACTIONS.(lb/size)5=99/Mechanical, 7=178/0-3-8 Max Horz7=65(LC 5) Max Uplift5=-42(LC 5), 7=-38(LC 6) 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 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, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 19 lb down and 35 lb up at 2-4-12 on top chord, and 19 lb down at 2-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 4=-19(F) 8=-10(F) January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289329 1_HERITAGE_AT_SPRING~LT23Piggyback Base11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:24 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-Vw0UXsH9gaPI7Gi6OhZRd3_gJrXa7525Hsben_zq7?j -1-3-87-7-415-0-018-6-8 1-3-87-7-47-4-123-6-8 Scale = 1:81.1 5x8 6x6 8.0012 67 3x6 3x6 13 12 5 3x6 4 11-0-011-0-0 4x6 9-1-12 3 4x6 2 1 1-0-0 10 4x10 1198 3x6 2x4 3x4 5x8 0-1-107-7-415-0-018-6-8 0-1-107-5-107-4-123-6-8 Plate Offsets (X,Y)-- \[6:0-4-0,0-1-9\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.51Vert(LL)-0.069-11>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.34Vert(TL)-0.179-11>999180 BCLL0.0Rep Stress IncrYESWB0.43Horz(TL)-0.172n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 133 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD2x4 SP No.1end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. WEBS2x4 SP No.1 *Except* BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. 4-11,4-9: 2x3 SPF No.2WEBS1 Row at midpt4-9, 6-8 OTHERS2x4 SPF-S Stud SLIDERLeft 2x6 SP No.1 4-8-7 REACTIONS.(lb/size)2=817/0-3-8, 13=708/0-2-8 Max Horz13=304(LC 5) Max Uplift2=-137(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD2-3=-889/133, 3-4=-672/165, 4-5=-382/173, 5-6=-257/217, 8-12=0/735, 7-12=0/735 BOT CHORD2-11=-12/632, 10-11=-12/632, 9-10=-12/632 WEBS4-11=0/318, 4-9=-526/151, 6-9=-98/476, 6-8=-738/41, 7-13=-718/57 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 13 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) 13. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=137. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289330 1_HERITAGE_AT_SPRING~LT24Hip11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:24 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-Vw0UXsH9gaPI7Gi6OhZRd3_gzrP97yI5Hsben_zq7?j -1-0-05-8-1211-3-018-0-1124-10-531-8-033-1-840-7-842-11-0 1-0-05-8-125-6-46-9-116-9-116-9-111-5-87-6-02-3-8 Scale = 1:82.6 4x6 5x6 3x4 3x6 5x8 3x4 569 78 10 8.0012 2x4 4 3x4 5x6 8-2-148-2-14 3x4 33x4 11 12 2 13 1 1615 0-8-0 0-8-140-8-14 2221 19 8x8 23201817143x6 3x6 4x6 3x4 3x8 3x6 2x4 5x12 3x6 3x6 3x4 11-3-018-0-1128-4-1231-8-033-1-840-7-842-11-0 11-3-06-9-1110-4-13-3-41-5-87-6-02-3-8 Plate Offsets (X,Y)-- \[2:0-4-2,0-1-0\], \[5:0-3-12,0-2-0\], \[9:0-4-0,0-1-9\], \[11:0-1-0,0-1-8\], \[13:0-3-10,0-0-5\], \[20:0-2-8,0-1-8\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.47Vert(LL)-0.292-23>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.88Vert(TL)-0.732-23>464180 BCLL0.0Rep Stress IncrYESWB0.99Horz(TL)0.0613n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 229 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 5-6-0 oc purlins, except BOT CHORD2x4 SP No.1 *Except* 2-0-0 oc purlins (6-0-0 max.): 5-9. 10-17,11-14: 2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 6-0-0 oc bracing. WEBS2x3 SPF No.2 *Except* WEBS1 Row at midpt8-19, 9-19, 11-16 6-23,8-20: 2x4 SP No.1 SLIDERLeft 2x4 SPF-S Stud 3-5-5, Right 2x4 SPF-S Stud 1-7-0 REACTIONS.(lb/size)13=212/0-3-8, 2=1009/0-3-8, 19=2272/0-3-8 Max Horz2=189(LC 5) Max Uplift13=-45(LC 7), 2=-80(LC 6), 19=-44(LC 4) Max Grav13=236(LC 11), 2=1066(LC 10), 19=2272(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD2-3=-1348/145, 3-4=-1253/180, 4-5=-1080/174, 5-6=-828/185, 6-7=-684/213, 7-8=-684/213, 8-9=0/667, 9-10=-38/318, 10-11=0/403, 11-12=-287/106, 12-13=-356/90 BOT CHORD2-23=-240/1043, 22-23=-233/684, 21-22=-233/684, 20-21=-233/684, 18-19=-320/110, 17-18=-258/0, 10-16=-279/223, 15-16=-96/511, 13-14=-64/261 WEBS4-23=-274/150, 5-23=0/251, 6-23=-31/298, 6-20=-635/133, 8-20=-45/1045, 8-19=-1331/210, 9-19=-910/118, 9-16=-105/447, 11-16=-712/186 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 2, 19. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289331 1_HERITAGE_AT_SPRING~LT25Hip11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:25 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-z7ZskCInRuX9lQHIyO5g9HXraEpGsSSFWWLCJRzq7?i -1-0-07-5-1214-9-021-5-828-2-033-1-836-10-840-7-842-11-0 1-0-07-5-127-3-46-8-86-8-84-11-83-9-03-9-02-3-8 Scale = 1:92.5 5x8 2x4 8.0012 5x12 67 8 3x6 2x4 9 5 3x6 3x6 4 105x8 3x4 10-6-143x6 10-6-14 3x4 3 11 3x4 12 13 2 14 1 1816 0-8-0 0-8-140-8-14 17 2422 4x10 203x6 2523211915 3x4 3x6 3x6 3x6 2x4 2x4 3x4 4x8 2x4 3x6 6x10 7-5-1214-9-021-5-828-2-028-4-1233-1-836-10-840-7-842-11-0 7-5-127-3-46-8-86-8-80-2-124-8-123-9-03-9-02-3-8 Plate Offsets (X,Y)-- \[2:0-4-10,Edge\], \[6:0-4-12,0-2-0\], \[8:0-9-8,0-2-8\], \[14:0-3-10,0-0-5\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.48Vert(LL)-0.0623-25>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.57Vert(TL)-0.1723-25>999180 BCLL0.0Rep Stress IncrYESWB0.81Horz(TL)0.0614n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 258 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 5-3-1 oc purlins, except BOT CHORD2x4 SP No.1 *Except* 2-0-0 oc purlins (6-0-0 max.): 6-8. 9-19,12-15: 2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing, WEBS2x3 SPF No.2 *Except* Except: 6-21,8-21,8-18,8-20: 2x4 SP No.16-0-0 oc bracing: 20-21,19-20. SLIDERLeft 2x4 SPF-S Stud 4-5-13, Right 2x4 SPF-S Stud 1-7-0WEBS1 Row at midpt4-23, 6-21, 7-21, 8-20 REACTIONS.(lb/size)2=1059/0-3-8, 14=311/0-3-8, 20=2123/0-3-8 Max Horz2=243(LC 5) Max Uplift2=-91(LC 6), 14=-47(LC 7), 20=-3(LC 7) Max Grav2=1111(LC 10), 14=332(LC 11), 20=2123(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD2-3=-1444/121, 3-4=-1236/149, 4-5=-947/156, 5-6=-828/200, 6-7=-428/197, 7-8=-427/197, 11-12=-271/70, 12-13=-397/86, 13-14=-478/73 BOT CHORD2-25=-209/1097, 24-25=-209/1097, 23-24=-209/1097, 22-23=-175/692, 21-22=-175/692, 20-21=-326/162, 16-17=-40/433, 14-15=-30/315 WEBS4-25=0/309, 4-23=-512/156, 6-23=-7/506, 6-21=-548/53, 7-21=-424/189, 8-21=-97/1178, 18-20=-351/147, 8-18=-158/560, 10-18=-370/83, 12-17=-268/77, 8-20=-1931/191 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14, 20. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289332 1_HERITAGE_AT_SPRING~LT26Piggyback Base11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:26 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-RJ7EyXIPCBf?MarUW5cviU30ne3_bt0Ol94lstzq7?h -1-0-07-9-1015-4-1121-5-827-6-533-1-840-7-842-11-0 1-0-07-9-107-7-26-0-136-0-135-7-37-6-02-3-8 Scale = 1:94.9 6x8 8.00122x4 5x12 67 8 3x6 3x4 5 9 3x6 4 3x6 11-0-011-0-0 3x4 3x4 10 3x4 35x8 11 12 2 13 1 1615 0-8-0 0-8-140-8-14 2220 4x10 183x6 2321191714 3x6 3x6 3x4 2x4 3x6 4x8 2x4 3x6 6x10 3x4 7-9-1015-4-1121-5-827-6-528-6-833-1-840-7-842-11-0 7-9-107-7-26-0-136-0-131-0-34-7-07-6-02-3-8 Plate Offsets (X,Y)-- \[2:0-4-10,Edge\], \[6:0-4-8,0-1-12\], \[8:0-9-8,0-2-8\], \[11:0-1-12,0-1-8\], \[13:0-3-10,0-0-5\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.45Vert(LL)-0.0815-16>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.92Vert(TL)-0.2215-16>805180 BCLL0.0Rep Stress IncrYESWB0.91Horz(TL)0.0713n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 272 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 5-5-3 oc purlins, except BOT CHORD2x4 SP No.1 *Except* 2-0-0 oc purlins (6-0-0 max.): 6-8. 9-17,11-14: 2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing, WEBS2x4 SP No.1 *Except* Except: 4-23,4-21,16-18,11-16: 2x3 SPF No.26-0-0 oc bracing: 18-19,17-18. SLIDERLeft 2x4 SPF-S Stud 4-8-2, Right 2x4 SPF-S Stud 1-7-0WEBS1 Row at midpt4-21, 6-19, 7-19, 11-16, 8-18 REACTIONS.(lb/size)2=1032/0-3-8, 13=257/0-3-8, 18=2205/0-3-8 Max Horz2=253(LC 5) Max Uplift2=-95(LC 6), 13=-44(LC 7), 18=-11(LC 7) Max Grav2=1094(LC 10), 13=276(LC 11), 18=2205(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD2-3=-1408/119, 3-4=-1191/149, 4-5=-879/155, 5-6=-752/201, 6-7=-372/199, 7-8=-372/200, 8-9=0/293, 9-10=0/320, 11-12=-352/105, 12-13=-423/89 BOT CHORD2-23=-223/1067, 22-23=-223/1067, 21-22=-223/1067, 20-21=-186/631, 19-20=-186/631, 18-19=-315/173, 9-16=-402/230, 15-16=-93/574, 13-14=-64/307 WEBS4-23=0/329, 4-21=-552/161, 6-21=-12/516, 6-19=-600/55, 7-19=-381/175, 8-19=-70/1138, 16-18=-345/226, 8-16=-183/654, 11-16=-710/182, 8-18=-2013/181 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 18. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289333 1_HERITAGE_AT_SPRING~LT27Piggyback Base11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:27 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-vVhc9tJ1yVns_kQg4p78EicBX2PDKKGXzpqIOJzq7?g -1-0-07-9-1015-4-1121-5-827-6-533-1-840-7-842-11-0 1-0-07-9-107-7-26-0-136-0-135-7-37-6-02-3-8 Scale = 1:94.9 6x8 8.00122x4 5x12 67 8 3x6 3x4 5 9 3x6 4 3x6 11-0-011-0-0 3x4 3x4 10 3x4 35x8 11 12 2 13 1 1615 0-8-0 0-8-140-8-14 2220 4x10 183x6 2321191714 3x6 3x6 3x4 2x4 3x6 4x8 2x4 3x6 8x10 3x4 7-9-1015-4-1121-5-827-6-528-6-833-1-840-7-842-11-0 7-9-107-7-26-0-136-0-131-0-34-7-07-6-02-3-8 Plate Offsets (X,Y)-- \[2:0-4-10,Edge\], \[6:0-4-8,0-1-12\], \[8:0-9-8,0-2-8\], \[11:0-1-12,0-1-8\], \[13:0-3-10,0-0-5\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.45Vert(LL)-0.0815-16>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.92Vert(TL)-0.2215-16>805180 BCLL0.0Rep Stress IncrYESWB0.91Horz(TL)0.0713n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 271 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 5-5-3 oc purlins, except BOT CHORD2x4 SP No.1 *Except* 2-0-0 oc purlins (6-0-0 max.): 6-8. 9-17,11-14: 2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing, WEBS2x4 SP No.1 *Except* Except: 4-23,4-21,11-16,16-18: 2x3 SPF No.26-0-0 oc bracing: 18-19,17-18. SLIDERLeft 2x4 SPF-S Stud 4-8-2, Right 2x4 SPF-S Stud 1-7-0WEBS1 Row at midpt4-21, 6-19, 7-19, 11-16, 8-18 REACTIONS.(lb/size)2=1032/0-3-8, 13=257/0-3-8, 18=2205/0-3-8 Max Horz2=253(LC 5) Max Uplift2=-95(LC 6), 13=-44(LC 7), 18=-11(LC 7) Max Grav2=1094(LC 10), 13=276(LC 11), 18=2205(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD2-3=-1408/119, 3-4=-1191/149, 4-5=-879/155, 5-6=-752/201, 6-7=-372/199, 7-8=-372/200, 8-9=0/293, 9-10=0/320, 11-12=-352/105, 12-13=-423/89 BOT CHORD2-23=-223/1067, 22-23=-223/1067, 21-22=-223/1067, 20-21=-186/631, 19-20=-186/631, 18-19=-315/173, 9-16=-402/230, 15-16=-93/574, 13-14=-64/307 WEBS4-23=0/329, 4-21=-552/161, 6-21=-12/516, 6-19=-600/55, 7-19=-381/175, 8-19=-70/1138, 11-16=-710/182, 8-16=-183/654, 8-18=-2013/181, 16-18=-345/226 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 18. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289334 1_HERITAGE_AT_SPRING~LT28Half Hip21 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:27 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-vVhc9tJ1yVns_kQg4p78EicHZ2cTKYCXzpqIOJzq7?g -1-0-01-10-52-3-84-0-0 1-0-01-10-50-5-31-8-8 Scale: 1/2"=1' 45 3 4x10 2x4 14.0012 4x6 2-8-14 3-4-143-4-14 2 7 1-2-14 2x4 6 1 0-8-0 3x4 8 94x8 2x4 2-3-84-0-0 2-3-81-8-8 Plate Offsets (X,Y)-- \[3:0-8-8,0-1-12\], \[8:Edge,0-2-0\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.13Vert(LL)-0.007>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.07Vert(TL)-0.007>999180 BCLL0.0Rep Stress IncrYESWB0.02Horz(TL)0.006n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 27 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD2x4 SP No.1 *Except* end verticals, and 2-0-0 oc purlins: 3-5. 4-8: 2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 6-0-0 oc bracing. WEBS2x3 SPF No.2 *Except* 2-9: 2x4 SPF-S Stud REACTIONS.(lb/size)6=137/Mechanical, 9=227/0-3-8 Max Horz9=102(LC 5) Max Uplift6=-49(LC 5), 9=-26(LC 6) 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 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) 6, 9. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289335 1_HERITAGE_AT_SPRING~LT29Half Hip11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:27 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-vVhc9tJ1yVns_kQg4p78EicEv2ddKYxXzpqIOJzq7?g -1-0-03-0-04-0-0 1-0-03-0-01-0-0 Scale: 3/8"=1' 4x6 34 3x4 14.0012 4-8-14 3x6 2 1-2-14 1 2x4 6 2x4 75 3x8 3-0-04-0-0 3-0-01-0-0 Plate Offsets (X,Y)-- \[3:0-4-8,0-1-12\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.30Vert(LL)-0.006-7>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.06Vert(TL)-0.016-7>999180 BCLL0.0Rep Stress IncrYESWB0.04Horz(TL)-0.005n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 30 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD2x4 SP No.1end verticals, and 2-0-0 oc purlins: 3-4. WEBS2x3 SPF No.2 *Except* BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. 2-7: 2x4 SPF-S Stud REACTIONS.(lb/size)5=139/Mechanical, 7=229/0-3-8 Max Horz7=150(LC 5) Max Uplift5=-79(LC 5), 7=-10(LC 6) 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 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, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289336 1_HERITAGE_AT_SPRING~LT30Half Hip11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:28 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-NiF_NDKgjpvjcu?tdWeNnv9ObSzP3_khCTZswlzq7?f -1-0-03-5-74-0-0 1-0-03-5-70-6-9 Scale = 1:35.5 6x8 4 3 14.0012 5-3-3 3x6 2 1 1-2-14 6 75 3x4 2x4 3x4 2-0-04-0-0 2-0-02-0-0 Plate Offsets (X,Y)-- \[3:0-4-8,0-1-4\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.36Vert(LL)-0.006>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.03Vert(TL)-0.006>999180 BCLL0.0Rep Stress IncrYESWB0.07Horz(TL)-0.005n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 31 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD2x4 SP No.1end verticals, and 2-0-0 oc purlins: 3-4. WEBS2x3 SPF No.2 *Except* BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. 2-7: 2x4 SPF-S Stud REACTIONS.(lb/size)5=139/Mechanical, 7=229/0-3-8 Max Horz7=165(LC 5) Max Uplift5=-94(LC 5), 7=-23(LC 4) 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289337 1_HERITAGE_AT_SPRING~LT31Half Hip11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:28 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-NiF_NDKgjpvjcu?tdWeNnv9QBSzG3?FhCTZswlzq7?f -1-0-02-3-114-0-0 1-0-02-3-111-8-5 Scale = 1:27.3 4x6 34 2x4 14.0012 3x6 3-11-3 2 1-2-14 1 65 7 3x4 3x4 2x4 2-3-114-0-0 2-3-111-8-5 Plate Offsets (X,Y)-- \[3:0-4-8,0-1-12\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.20Vert(LL)-0.006>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.03Vert(TL)-0.006-7>999180 BCLL0.0Rep Stress IncrYESWB0.03Horz(TL)-0.005n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 28 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD2x4 SP No.1end verticals, and 2-0-0 oc purlins: 3-4. WEBS2x3 SPF No.2 *Except* BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. 2-7: 2x4 SPF-S Stud REACTIONS.(lb/size)5=139/Mechanical, 7=229/0-3-8 Max Horz7=126(LC 5) Max Uplift5=-59(LC 5), 7=-21(LC 6) 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 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, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289338 1_HERITAGE_AT_SPRING~LT32Hip11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:29 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-rupNaZLIU62aD2a3BE9cK7hTIs9JoN8qR7JPSCzq7?e 6-1-811-3-416-5-022-0-227-8-028-8-0 6-1-85-1-125-1-125-7-35-7-141-0-0 Scale = 1:61.5 4x6 4x6 3x4 2 34 8.0012 2x4 5x6 15 8-1-48-1-4 4-0-4 6 7 0-7-4 9 111085x8 3x4 3x6 3x8 3x8 6-1-816-5-027-8-0 6-1-810-3-811-3-0 Plate Offsets (X,Y)-- \[1:Edge,0-1-12\], \[2:0-3-12,0-2-0\], \[4:0-3-12,0-2-0\], \[6:0-4-0,Edge\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.75Vert(LL)-0.276-8>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.69Vert(TL)-0.716-8>460180 BCLL0.0Rep Stress IncrYESWB0.38Horz(TL)0.046n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 133 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 4-6-4 oc purlins, except BOT CHORD2x4 SP No.1end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. WEBS2x3 SPF No.2 *Except* BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. 1-11: 2x4 SPF-S StudWEBS1 Row at midpt3-10, 3-8 WEDGE Right: 2x6 SP No.1 REACTIONS.(lb/size)11=1090/0-3-8, 6=1167/0-5-8 Max Horz11=-234(LC 4) Max Uplift11=-9(LC 6), 6=-76(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD1-2=-928/147, 2-3=-696/165, 3-4=-966/177, 4-5=-1256/164, 5-6=-1518/174, 1-11=-1038/112 BOT CHORD9-10=-70/921, 8-9=-70/921, 6-8=-44/1176 WEBS3-10=-471/146, 4-8=0/403, 5-8=-264/156, 1-10=-58/767 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 6. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289339 1_HERITAGE_AT_SPRING~LT33Half Hip11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:29 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-rupNaZLIU62aD2a3BE9cK7hctsJaoScqR7JPSCzq7?e -1-0-01-10-44-0-0 1-0-01-10-42-1-12 Scale = 1:23.3 4x6 34 2x4 14.0012 3x6 3-3-4 2 1-1-4 1 65 3x4 7 3x4 2x4 1-10-44-0-0 1-10-42-1-12 Plate Offsets (X,Y)-- \[3:0-4-8,0-1-12\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.14Vert(LL)-0.006>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.03Vert(TL)-0.006>999180 BCLL0.0Rep Stress IncrYESWB0.03Horz(TL)-0.005n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 25 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD2x4 SP No.1end verticals, and 2-0-0 oc purlins: 3-4. WEBS2x3 SPF No.2 *Except* BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. 2-7: 2x4 SPF-S Stud REACTIONS.(lb/size)5=139/Mechanical, 7=229/0-5-8 Max Horz7=106(LC 5) Max Uplift5=-44(LC 5), 7=-29(LC 6) 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 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, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289340 1_HERITAGE_AT_SPRING~LT34Half Hip11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:29 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-rupNaZLIU62aD2a3BE9cK7hamsJ5oSAqR7JPSCzq7?e -1-0-03-0-04-0-0 1-0-03-0-01-0-0 Scale = 1:31.5 4x6 34 2x4 14.0012 4-7-4 3x6 2 1-1-4 1 2x4 6 75 3x4 3x4 3-0-04-0-0 3-0-01-0-0 Plate Offsets (X,Y)-- \[3:0-4-8,0-1-12\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.27Vert(LL)-0.006-7>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.06Vert(TL)-0.016-7>999180 BCLL0.0Rep Stress IncrYESWB0.06Horz(TL)-0.005n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 30 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD2x4 SP No.1end verticals, and 2-0-0 oc purlins: 3-4. WEBS2x3 SPF No.2 *Except* BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. 2-7: 2x4 SPF-S Stud REACTIONS.(lb/size)5=139/Mechanical, 7=229/0-5-8 Max Horz7=146(LC 5) Max Uplift5=-73(LC 5), 7=-13(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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289341 1_HERITAGE_AT_SPRING~LT35Roof Special11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:30 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-J4NlovMwFQARrB9FlxgrsKEewFZUXlQ_gn2z?ezq7?d 9-2-611-10-0 9-2-62-7-10 8.0012Scale = 1:60.9 3x6 3 3.0012 5x12 2 5x6 1 8-7-8 6-10-7 4-6-14 654 3x6 4x6 3x4 9-2-611-10-0 9-2-62-7-10 Plate Offsets (X,Y)-- \[1:0-3-0,0-1-12\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.76Vert(LL)-0.125-6>999240MT20197/144 TCDL10.0Lumber DOL 1.15BC0.43Vert(TL)-0.295-6>486180 BCLL0.0Rep Stress IncrYESWB0.70Horz(TL)-0.004n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 68 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD2x4 SP No.1end verticals. WEBS2x3 SPF No.2 *Except* BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. 1-6: 2x4 SP No.1 REACTIONS.(lb/size)4=463/Mechanical, 6=463/0-3-8 Max Horz6=248(LC 5) Max Uplift4=-72(LC 6), 6=-93(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD1-2=-278/103, 1-6=-366/141 WEBS2-5=0/286, 2-4=-579/179 NOTES-(5-6) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289342 1_HERITAGE_AT_SPRING~LTG01Piggyback Base Girder11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:30 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-J4NlovMwFQARrB9FlxgrsKEcNFTrXiv_gn2z?ezq7?d 8-1-1516-0-523-10-1225-9-830-0-031-0-0 8-1-157-10-77-10-71-10-114-2-91-0-0 Scale = 1:54.7 6x16 4x10 4x8 2x4 5x12 3x12 156 2348.0012 1-10-41-10-4 4x6 7 11 14 4-9-2 15161718192021222313128 5x16 MT18HS5x10 MT18HS3x8 10 8x14 MT18HS 2-10-14 4x8 1-11-7 6.0012 9 3x6 12-1-223-10-1225-9-830-0-0 12-1-211-9-101-10-114-2-9 Plate Offsets (X,Y)-- \[2:0-4-4,0-2-8\], \[4:0-4-4,0-1-8\], \[6:0-9-4,0-3-4\], \[7:0-3-0,0-1-12\], \[14:Edge,0-1-12\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.86Vert(LL)0.7411-12>480240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.80Vert(TL)-1.4611-12>244180MT18HS169/123 BCLL0.0Rep Stress IncrNOWB0.86Horz(TL)0.529n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 190 lb FT = 20% LUMBER-BRACING- TOP CHORD2x6 SP 2400F 2.0E *Except* TOP CHORDStructural wood sheathing directly applied or 3-5-10 oc purlins, except 6-8: 2x4 SP No.1end verticals, and 2-0-0 oc purlins (3-2-3 max.): 1-6. BOT CHORD2x6 SP 2400F 2.0E *Except* BOT CHORDStructural wood sheathing directly applied or 6-4-2 oc bracing. 9-11: 2x6 SP No.1WEBS1 Row at midpt2-14, 4-11 WEBS2x4 SP No.1 *Except* 1-14,2-14: 2x4 SP 2400F 2.0E, 4-11,5-11,6-10,7-9: 2x4 SPF-S Stud REACTIONS.(lb/size)14=1535/0-3-8, 9=1682/0-3-8 Max Horz14=-120(LC 6) Max Uplift14=-497(LC 4), 9=-358(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD1-14=-283/105, 1-2=-748/229, 2-3=-7488/2296, 3-4=-7488/2296, 4-5=-6251/1940, 5-6=-6211/1923, 6-7=-3103/822, 7-9=-1638/369 BOT CHORD14-15=-1905/5788, 15-16=-1905/5788, 16-17=-1905/5788, 13-17=-1905/5788, 13-18=-1905/5788, 12-18=-1905/5788, 12-19=-2574/7977, 19-20=-2574/7977, 20-21=-2574/7977, 21-22=-2574/7977, 22-23=-2574/7977, 11-23=-2574/7977, 10-11=-801/2866 WEBS2-14=-5130/1681, 2-12=-433/2046, 4-12=-512/387, 4-11=-1866/620, 5-11=-420/191, 6-11=-1604/4707, 6-10=-1212/438, 7-10=-680/2442 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) 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) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=497, 9=358. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 121 lb down and 100 lb up at 1-10-0, 36 lb down and 29 lb up at 3-10-0, 36 lb down and 29 lb up at 5-10-0, 36 lb down and 29 lb up at 7-10-0, 36 lb down and 29 lb up at 9-10-0, 36 lb down and 29 lb up at 11-10-0, 36 lb down and 29 lb up at 13-10-0, 36 lb down and 29 lb up at 15-10-0, 36 lb down and 29 lb up at 17-10-0, 122 lb down and 117 lb up at 19-10-0, and 121 lb down and 80 lb up at 21-10-0, and 229 lb down and 97 lb up at 23-10-12 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 Continued on page 2 January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289342 1_HERITAGE_AT_SPRING~LTG01Piggyback Base Girder11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:30 2018 Page 2 ID:4fZCNkQrIhDNIIKJot6irZyYocY-J4NlovMwFQARrB9FlxgrsKEcNFTrXiv_gn2z?ezq7?d LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 6-7=-60, 7-8=-60, 11-14=-20, 9-11=-20 Concentrated Loads (lb) Vert: 13=-22(F) 11=-229(F) 12=-22(F) 15=-121(F) 16=-22(F) 17=-22(F) 18=-22(F) 19=-22(F) 20=-22(F) 21=-22(F) 22=-121(F) 23=-121(F) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289343 1_HERITAGE_AT_SPRING~LTG02Half Hip Girder11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:31 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-nHx7?FMY0kIITLkSJfB4PYnztfz?GLJ7uRoWX4zq7?c -1-0-01-5-24-0-8 1-0-01-5-22-7-6 Scale = 1:22.2 4x8 2x4 34 14.0012 3x6 2 3-1-6 2-11-92-11-9 1-5-7 1 8 65 3x4 7 4x6 2x4 1-5-24-0-84-0-9 1-5-22-7-60-0-1 Plate Offsets (X,Y)-- \[3:0-5-3,0-2-0\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.11Vert(LL)-0.006>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.10Vert(TL)-0.005-6>999180 BCLL0.0Rep Stress IncrNOWB0.08Horz(TL)-0.005n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 29 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 4-0-8 oc purlins, except BOT CHORD2x6 SP No.1end verticals, and 2-0-0 oc purlins: 3-4. WEBS2x4 SPF-S StudBOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)5=249/Mechanical, 7=329/0-3-8 Max Horz7=93(LC 4) Max Uplift5=-83(LC 4), 7=-69(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD2-7=-327/78 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 210 lb down and 86 lb up at 2-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 8=-210(F) January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289344 1_HERITAGE_AT_SPRING~LTG03Hip Girder11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:31 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-nHx7?FMY0kIITLkSJfB4PYnt5frmGFa7uRoWX4zq7?c -1-0-01-10-54-1-89-1-814-1-816-4-1118-3-0 1-0-01-10-52-3-35-0-05-0-02-3-31-10-5 Scale = 1:35.1 4x10 4x10 2x4 2x4 3x12 346 151617181957 14.0012 3x6 1-8-3 8 4x6 3-8-0 2 3-6-3 1211 21222324 20 6x10 6x10 1 1-10-0 1310 1-6-01-6-0 3x6 3x6 6.0012 9 14 2x4 2x4 1-10-54-1-814-1-816-4-1118-3-0 1-10-52-3-310-0-02-3-31-10-5 Plate Offsets (X,Y)-- \[3:0-7-3,0-2-0\], \[5:0-1-4,0-1-8\], \[7:0-7-3,0-2-0\], \[11:0-5-4,0-3-8\], \[12:0-5-4,0-3-8\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.48Vert(LL)0.1511-12>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.62Vert(TL)-0.4111-12>523180 BCLL0.0Rep Stress IncrNOWB0.51Horz(TL)0.259n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 107 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 5-11-11 oc purlins, BOT CHORD2x6 SP No.1except end verticals, and 2-0-0 oc purlins (3-5-11 max.): 3-7. WEBS2x4 SPF-S Stud *Except* BOT CHORDStructural wood sheathing directly applied or 6-0-0 oc bracing. 3-12,7-11: 2x4 SP No.1 REACTIONS.(lb/size)14=1117/0-5-8, 9=1008/0-5-8 Max Horz14=114(LC 12) Max Uplift14=-297(LC 5), 9=-272(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD2-3=-1112/411, 3-15=-2539/685, 4-15=-2541/686, 4-16=-2571/703, 5-16=-2571/703, 5-17=-2643/676, 17-18=-2643/676, 6-18=-2643/676, 6-19=-2598/650, 7-19=-2597/650, 7-8=-1079/337, 2-14=-1087/364, 8-9=-986/293 BOT CHORD13-20=-314/767, 12-20=-299/785, 12-21=-1133/3386, 21-22=-1133/3386, 22-23=-1133/3386, 23-24=-1133/3386, 11-24=-1133/3386, 10-11=-228/753 WEBS3-13=-451/31, 3-12=-466/2164, 4-12=-288/169, 5-12=-856/471, 5-11=-766/439, 6-11=-440/243, 7-11=-517/2262, 7-10=-437/39, 2-13=-226/720, 8-10=-228/655 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 14, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=297, 9=272. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 69 lb up at 1-10-5, 55 lb down and 63 lb up at 3-1-9, 55 lb down and 63 lb up at 4-3-15, 55 lb down and 63 lb up at 6-3-15, 55 lb down and 63 lb up at 8-3-15, 55 lb down and 63 lb up at 10-3-15, 55 lb down and 63 lb up at 12-3-15, and 55 lb down and 63 lb up at 14-3-15, and 68 lb down and 69 lb up at 16-4-11 on top chord, and 66 lb down and 47 lb up at 1-11-1, 34 lb down at 3-1-9, 34 lb down at 4-1-8, 34 lb down at 6-3-15, 34 lb down at 8-3-15, 34 lb down at 10-3-15, 34 lb down at 12-3-15, and 34 lb down at 14-1-8, and 66 lb down and 47 lb up at 16-3-15 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 Continued on page 2 January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289344 1_HERITAGE_AT_SPRING~LTG03Hip Girder11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:31 2018 Page 2 ID:4fZCNkQrIhDNIIKJot6irZyYocY-nHx7?FMY0kIITLkSJfB4PYnt5frmGFa7uRoWX4zq7?c 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, 3-7=-60, 7-8=-60, 12-14=-20, 11-12=-20, 9-11=-20 Concentrated Loads (lb) Vert: 3=-49(B) 7=-49(B) 12=-21(B) 11=-21(B) 13=-37(B) 4=-43(B) 5=-43(B) 10=-37(B) 15=-43(B) 16=-43(B) 17=-43(B) 18=-43(B) 19=-43(B) 20=-21(B) 21=-21(B) 22=-21(B) 23=-21(B) 24=-21(B) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289345 1_HERITAGE_AT_SPRING~LTG04Hip Girder11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:33 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-kf2tQxOoYLY0ifuqQ4EYUzs6kTSik2IQMlHdbzzq7?a -1-0-07-9-016-2-824-8-033-1-835-2-040-7-842-11-0 1-0-07-9-08-5-88-5-88-5-82-0-85-5-82-3-8 Scale = 1:78.9 5x10 MT18HS 3x6 4x8 3x6 5x12 5x6 378 21222324252627282930313233456 8.0012 34 4x6 9 5-10-145-10-14 10 2 1 1412 0-8-0 0-8-140-8-14 13 45 353637383940414243441918174647484950 16 4x10 2015114x10 4x8 4x6 4x8 6x8 4x8 4x6 3x6 3x6 3x6 6x8 7-9-018-0-1428-4-1233-1-835-2-040-7-842-11-0 7-9-010-3-1410-3-144-8-122-0-85-5-82-3-8 Plate Offsets (X,Y)-- \[2:0-5-8,Edge\], \[3:0-6-8,0-1-12\], \[8:0-4-4,0-2-4\], \[9:0-0-12,0-1-8\], \[10:0-5-8,Edge\], \[14:0-5-8,0-4-0\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.85Vert(LL)0.1318-20>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.91Vert(TL)-0.2318-20>999180MT18HS169/123 BCLL0.0Rep Stress IncrNOWB0.94Horz(TL)0.0810n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 255 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 3-4-15 oc purlins, except BOT CHORD2x6 SP No.1 *Except* 2-0-0 oc purlins (3-11-4 max.): 3-8. 7-15: 2x4 SPF-S Stud, 9-11: 2x4 SP 2400F 2.0EBOT CHORDStructural wood sheathing directly applied or 6-0-0 oc bracing. Except: WEBS2x4 SPF-S Stud *Except* 6-0-0 oc bracing: 14-15 4-20,6-18,6-14: 2x4 SP No.1WEBS1 Row at midpt4-20, 6-14 WEDGE2 Rows at 1/3 pts6-16 Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud REACTIONS.(lb/size)2=1608/0-3-8, 16=2941/0-3-8, 10=598/0-3-8 Max Horz2=133(LC 12) Max Uplift2=-701(LC 5), 16=-1610(LC 4), 10=-168(LC 6) Max Grav2=1615(LC 9), 16=2941(LC 1), 10=608(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD2-3=-2106/1053, 3-21=-1630/913, 21-22=-1630/913, 22-23=-1629/913, 23-24=-1629/913, 4-24=-1629/913, 4-25=-1486/944, 25-26=-1486/944, 5-26=-1486/944, 5-27=-1486/944, 27-28=-1486/944, 6-28=-1486/944, 8-34=-279/149, 9-34=-414/152, 9-10=-976/295 BOT CHORD2-35=-920/1615, 35-36=-920/1615, 36-37=-920/1615, 20-37=-920/1615, 20-38=-1125/1700, 38-39=-1125/1700, 39-40=-1125/1700, 19-40=-1125/1700, 18-19=-1125/1700, 18-41=-410/413, 17-41=-410/413, 17-42=-410/413, 42-43=-410/413, 43-44=-410/413, 44-45=-410/413, 16-45=-410/413, 7-14=-1044/575, 13-49=-335/1095, 49-50=-335/1095, 12-50=-335/1095, 9-12=-71/348, 10-11=-192/694 WEBS3-20=-258/630, 4-20=-183/358, 4-18=-675/522, 6-18=-720/1419, 6-16=-2891/1786, 14-16=-1135/637, 6-14=-815/1509, 7-13=-176/621, 9-13=-870/340 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) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 3 = 8% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=701, 16=1610, 10=168. 8) 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 January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289345 1_HERITAGE_AT_SPRING~LTG04Hip Girder11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:33 2018 Page 2 ID:4fZCNkQrIhDNIIKJot6irZyYocY-kf2tQxOoYLY0ifuqQ4EYUzs6kTSik2IQMlHdbzzq7?a NOTES-(11-12) 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 118 lb up at 8-0-12, 65 lb down and 118 lb up at 10-0-12, 65 lb down and 118 lb up at 12-0-12, 65 lb down and 118 lb up at 14-0-12, 65 lb down and 118 lb up at 16-0-12, 65 lb down and 118 lb up at 18-0-12, 65 lb down and 118 lb up at 20-0-12, 65 lb down and 118 lb up at 22-0-12, 65 lb down and 118 lb up at 24-0-12, 65 lb down and 118 lb up at 26-0-12, 65 lb down and 118 lb up at 28-0-12, 65 lb down and 118 lb up at 30-0-12, 65 lb down and 118 lb up at 32-0-12, and 59 lb down and 85 lb up at 34-0-12, and 119 lb down and 74 lb up at 38-0-12 on top chord, and 111 lb down and 47 lb up at 2-0-12, 117 lb down and 61 lb up at 4-0-12, 119 lb down and 91 lb up at 6-0-12, 35 lb down and 24 lb up at 8-0-12, 35 lb down and 24 lb up at 10-0-12, 35 lb down and 24 lb up at 12-0-12, 35 lb down and 24 lb up at 14-0-12, 35 lb down and 24 lb up at 16-0-12, 35 lb down and 24 lb up at 18-0-12, 35 lb down and 24 lb up at 20-0-12 , 35 lb down and 24 lb up at 22-0-12, 35 lb down and 24 lb up at 24-0-12, 35 lb down and 24 lb up at 26-0-12, 35 lb down and 24 lb up at 28-0-12, 35 lb down and 24 lb up at 30-0-12, 35 lb down and 24 lb up at 32-0-12, 39 lb down and 57 lb up at 34-0-12, 119 lb down and 106 lb up at 36-0-12, and 117 lb down and 61 lb up at 38-10-4, and 111 lb down and 47 lb up at 40-9-4 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: 1-3=-60, 3-8=-60, 8-10=-60, 2-15=-20, 12-14=-20, 10-11=-20 Concentrated Loads (lb) Vert: 19=-22(B) 12=-111(B) 20=-22(B) 4=-42(B) 18=-22(B) 21=-42(B) 22=-42(B) 23=-42(B) 24=-42(B) 25=-42(B) 26=-42(B) 27=-42(B) 28=-42(B) 29=-42(B) 30=-42(B) 31=-42(B) 32=-42(B) 33=-25(B) 34=-79(B) 35=-111(B) 36=-117(B) 37=-119(B) 38=-22(B) 39=-22(B) 40=-22(B) 41=-22(B) 42=-22(B) 43=-22(B) 44=-22(B) 45=-22(B) 46=-22(B) 47=-22(B) 48=-39(B) 49=-119(B) 50=-117(B) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289346 1_HERITAGE_AT_SPRING~LTG05Half Hip Girder21 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:33 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-kf2tQxOoYLY0ifuqQ4EYUzsHNTgjkG1QMlHdbzzq7?a -1-0-00-8-94-0-0 1-0-00-8-93-3-7 Scale = 1:15.8 4x6 4 38 3x4 3x6 14.0012 2 2-0-14 1-2-14 1 96 5 3x8 7 2x4 2x4 2-0-04-0-0 2-0-02-0-0 Plate Offsets (X,Y)-- \[3:0-4-8,0-1-12\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.17Vert(LL)-0.006>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.02Vert(TL)-0.006>999180 BCLL0.0Rep Stress IncrNOWB0.06Horz(TL)-0.005n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 26 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD2x6 SP No.1end verticals, and 2-0-0 oc purlins: 3-4. WEBS2x4 SPF-S StudBOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)5=131/Mechanical, 7=190/0-3-8 Max Horz7=69(LC 5) Max Uplift5=-34(LC 4), 7=-58(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 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, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down and 135 lb up at 0-8-9, and 44 lb down and 29 lb up at 1-11-4 on top chord, and 2 lb down and 23 lb up at 0-8-9, and at 1-11-4 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, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=45(B) January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289347 1_HERITAGE_AT_SPRING~LTG06Hip Girder11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:34 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-CrcFdHPQJfgtKpT1_nln1AOFhttLTYQZaP0A8Pzq7?Z 2-7-811-3-419-11-027-8-028-8-0 2-7-88-7-128-7-127-9-01-0-0 Scale = 1:49.8 4x10 2x4 3x8 8.0012 4x10 235 1314151617181920214 5x6 1 5-9-45-9-4 4-0-4 6 7 0-7-4 2223242526272829303132339 11108 12 4x8 4x6 2x4 5x6 4x10 2x4 2-7-811-3-419-11-027-8-0 2-7-88-7-128-7-127-9-0 Plate Offsets (X,Y)-- \[1:0-2-12,0-2-0\], \[2:0-6-0,0-1-8\], \[5:0-6-0,0-1-8\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.97Vert(LL)0.128-10>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.63Vert(TL)-0.216-8>999180 BCLL0.0Rep Stress IncrNOWB0.76Horz(TL)0.046n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 162 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 3-2-6 oc purlins, except BOT CHORD2x6 SP No.1end verticals, and 2-0-0 oc purlins (3-2-12 max.): 2-5. WEBS2x4 SPF-S Stud *Except* BOT CHORDStructural wood sheathing directly applied or 6-0-0 oc bracing. 2-10,5-10: 2x4 SP No.1WEBS1 Row at midpt2-10 REACTIONS.(lb/size)12=1579/0-3-8, 6=1714/0-5-8 Max Horz12=-178(LC 3) Max Uplift12=-799(LC 4), 6=-695(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD1-2=-838/451, 2-13=-2038/1146, 13-14=-2038/1146, 14-15=-2038/1146, 15-16=-2038/1145, 3-16=-2037/1145, 3-17=-2038/1146, 17-18=-2038/1146, 18-19=-2038/1146, 4-19=-2038/1146, 4-20=-2038/1146, 20-21=-2039/1146, 5-21=-2040/1147, 5-6=-2294/1052, 1-12=-1583/784 BOT CHORD11-23=-468/759, 23-24=-468/759, 24-25=-468/759, 25-26=-468/759, 10-26=-468/759, 10-27=-789/1764, 9-27=-789/1764, 9-28=-789/1764, 28-29=-789/1764, 29-30=-789/1764, 8-30=-789/1764, 8-31=-790/1777, 31-32=-790/1777, 32-33=-790/1777, 6-33=-790/1777 WEBS2-11=-870/622, 2-10=-882/1516, 3-10=-744/670, 5-10=-417/431, 5-8=-89/574, 1-11=-793/1387 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=799, 6=695. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 65 lb down and 114 lb up at 3-7-4, 65 lb down and 114 lb up at 5-7-4, 65 lb down and 114 lb up at 7-7-4, 65 lb down and 114 lb up at 9-7-4, 65 lb down and 114 lb up at 11-7-4, 65 lb down and 114 lb up at 13-7-4, 65 lb down and 114 lb up at 15-7-4, and 65 lb down and 114 lb up at 17-7-4, and 59 lb down and 114 lb up at 19-7-4 on top chord, and 112 lb down and 110 lb up at 1-7-4, 35 lb down and 20 lb up at 3-7-4, 35 lb down and 20 lb up at 5-7-4, 35 lb down and 20 lb up at 7-7-4, 35 lb down and 20 lb up at 9-7-4, 35 lb down and 20 lb up at 11-7-4, 35 lb down and 20 lb up at 13-7-4, 35 lb down and 20 lb up at 15-7-4, 35 lb down and 20 lb up at 17-7-4, 35 lb down and 20 lb up at 19-7-4, 119 lb down and 85 lb up at 21-7-4, and 119 lb down and 56 lb up at 23-7-4, and 111 lb down and 41 lb up at 25-7-4 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 Continued on page 2 January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289347 1_HERITAGE_AT_SPRING~LTG06Hip Girder11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:34 2018 Page 2 ID:4fZCNkQrIhDNIIKJot6irZyYocY-CrcFdHPQJfgtKpT1_nln1AOFhttLTYQZaP0A8Pzq7?Z LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-7=-60, 6-12=-20 Concentrated Loads (lb) Vert: 9=-23(B) 13=-41(B) 14=-41(B) 15=-41(B) 16=-41(B) 17=-41(B) 18=-41(B) 19=-41(B) 20=-41(B) 21=-41(B) 22=-112(B) 23=-23(B) 24=-23(B) 25=-23(B) 26=-23(B) 27=-23(B) 28=-23(B) 29=-23(B) 30=-23(B) 31=-119(B) 32=-119(B) 33=-111(B) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289348 1_HERITAGE_AT_SPRING~LTG07Half Hip Girder11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:34 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-CrcFdHPQJfgtKpT1_nln1AOS6t0yTjHZaP0A8Pzq7?Z -1-0-00-8-94-0-0 1-0-00-8-93-3-7 Scale = 1:15.1 4x6 4 38 3x4 3x6 14.0012 2 1-11-4 1-1-4 1 96 5 3x8 7 2x4 2x4 2-0-04-0-0 2-0-02-0-0 Plate Offsets (X,Y)-- \[3:0-4-8,0-1-12\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.17Vert(LL)-0.006>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.02Vert(TL)-0.006>999180 BCLL0.0Rep Stress IncrNOWB0.06Horz(TL)-0.005n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 26 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD2x6 SP No.1end verticals, and 2-0-0 oc purlins: 3-4. WEBS2x4 SPF-S StudBOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)5=131/Mechanical, 7=190/0-5-8 Max Horz7=69(LC 5) Max Uplift5=-28(LC 4), 7=-51(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 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, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 lb down and 134 lb up at 0-8-9, and 44 lb down and 23 lb up at 1-11-4 on top chord, and 2 lb down and 16 lb up at 0-8-9, and at 1-11-4 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, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=44(B) January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQty Ply 1 Heritage at Spring Mill I32289349 1_HERITAGE_AT_SPRING~LTG08Flat Girder1 2 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:35 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-g2AercP34yokxz2DYUG0ZOxffGMmCAUjp3mjgszq7?Y 2-10-0 2-10-0 Scale = 1:11.5 3x4 2x4 12 1-4-3 5 43 2x4 4x6 2-10-0 2-10-0 LOADING SPACING-CSI.DEFL.PLATESGRIP (psf)2-0-0in(loc)l/deflL/d TCLL20.0Plate Grip DOL1.15TC0.06Vert(LL)-0.004>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.04Vert(TL)-0.003-4>999180 BCLL0.0Rep Stress IncrNOWB0.00Horz(TL)0.003n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 29 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORD2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD2x6 SP No.1BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. WEBS2x4 SPF-S Stud REACTIONS.(lb/size)4=166/0-3-8, 3=149/0-3-8 Max Horz4=-28(LC 3) Max Uplift4=-43(LC 3), 3=-36(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 112 lb down and 50 lb up at 1-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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, 3-4=-20 Concentrated Loads (lb) Vert: 5=-112(B) January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289350 1_HERITAGE_AT_SPRING~LV01Valley11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:35 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-g2AercP34yokxz2DYUG0ZOxYPGIQC84jp3mjgszq7?Y 5-4-610-8-12 5-4-65-4-6 Scale = 1:50.7 8x8 2 14.00 12 6-3-2 3 1 0-0-40-0-4 3x8 3x8 42x4 0-0-310-8-12 0-0-310-8-9 Plate Offsets (X,Y)-- \[1:0-5-12,Edge\], \[2:0-1-11,Edge\], \[3:0-3-13,Edge\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.46Vert(LL)n/a - n/a999MT20197/144 TCDL10.0Lumber DOL 1.15BC0.26Vert(TL)n/a - n/a999 BCLL0.0Rep Stress IncrYESWB0.16Horz(TL)0.003n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 33 lb FT = 20% LUMBER-BRACING- TOP CHORD2x3 SPF No.2TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD2x4 SP No.1BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. OTHERS2x3 SPF No.2 REACTIONS. (lb/size)1=224/10-8-5, 3=224/10-8-5, 4=366/10-8-5 Max Horz1=-145(LC 4) Max Uplift1=-15(LC 7), 3=-9(LC 6), 4=-13(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289351 1_HERITAGE_AT_SPRING~LV02Valley11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:35 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-g2AercP34yokxz2DYUG0ZOxXAGHJC9Ijp3mjgszq7?Y 4-2-118-5-5 4-2-114-2-11 Scale = 1:42.3 3x4 2 14.0012 4-11-2 3 1 0-0-4 0-0-4 2x4 2x4 4 2x4 0-0-38-5-5 0-0-38-5-2 LOADING SPACING-CSI.DEFL.PLATESGRIP (psf)2-0-0in(loc)l/deflL/d TCLL20.0Plate Grip DOL1.15TC0.53Vert(LL)n/a - n/a999MT20197/144 TCDL10.0Lumber DOL 1.15BC0.33Vert(TL)n/a - n/a999 BCLL0.0Rep Stress IncrYESWB0.08Horz(TL)0.003n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 21 lb FT = 20% LUMBER-BRACING- TOP CHORD2x3 SPF No.2TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. OTHERS2x3 SPF No.2 REACTIONS.(lb/size)1=199/8-4-14, 3=199/8-4-14, 4=242/8-4-14 Max Horz1=113(LC 5) Max Uplift1=-38(LC 7), 3=-31(LC 6) Max Grav1=199(LC 1), 3=199(LC 1), 4=247(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289352 1_HERITAGE_AT_SPRING~LV03Valley11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:36 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-8Ek02yQhrGwbZ6cP5CnF6bUm1gg2xcHs2jVHCIzq7?X 3-0-156-1-14 3-0-153-0-15 Scale = 1:31.4 3x4 2 14.0012 3-7-2 3 1 0-0-40-0-4 2x4 42x4 2x4 0-0-36-1-14 0-0-36-1-11 LOADING SPACING-CSI.DEFL.PLATESGRIP (psf)2-0-0in(loc)l/deflL/d TCLL20.0Plate Grip DOL1.15TC0.27Vert(LL)n/a - n/a999MT20197/144 TCDL10.0Lumber DOL 1.15BC0.17Vert(TL)n/a - n/a999 BCLL0.0Rep Stress IncrYESWB0.03Horz(TL)0.003n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 15 lb FT = 20% LUMBER-BRACING- TOP CHORD2x3 SPF No.2TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. OTHERS2x3 SPF No.2 REACTIONS.(lb/size)1=142/6-1-7, 3=142/6-1-7, 4=173/6-1-7 Max Horz1=-81(LC 4) Max Uplift1=-27(LC 7), 3=-22(LC 6) Max Grav1=142(LC 1), 3=142(LC 1), 4=176(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289353 1_HERITAGE_AT_SPRING~LV04Valley11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:36 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-8Ek02yQhrGwbZ6cP5CnF6bUpkgijxcas2jVHCIzq7?X 1-11-43-10-7 1-11-41-11-4 Scale = 1:17.0 2 3x4 14.00 12 2-3-2 3 1 0-0-40-0-4 4 2x4 1.5x4 2x4 3-10-43-10-7 3-10-40-0-3 LOADING SPACING-CSI.DEFL.PLATESGRIP (psf)2-0-0in(loc)l/deflL/d TCLL20.0Plate Grip DOL1.15TC0.10Vert(LL)n/a - n/a999MT20197/144 TCDL10.0Lumber DOL 1.15BC0.06Vert(TL)n/a - n/a999 BCLL0.0Rep Stress IncrYESWB0.01Horz(TL)0.003n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 9 lb FT = 20% LUMBER-BRACING- TOP CHORD2x3 SPF No.2TOP CHORDStructural wood sheathing directly applied or 3-10-7 oc purlins. BOT CHORD2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. OTHERS2x3 SPF No.2 REACTIONS.(lb/size)1=85/3-10-1, 3=85/3-10-1, 4=104/3-10-1 Max Horz1=-48(LC 4) Max Uplift1=-16(LC 7), 3=-13(LC 6) Max Grav1=85(LC 1), 3=85(LC 1), 4=106(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289354 1_HERITAGE_AT_SPRING~LV05Valley11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:36 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-8Ek02yQhrGwbZ6cP5CnF6bUq3giFxcms2jVHCIzq7?X 0-9-81-7-1 0-9-80-9-8 Scale = 1:8.9 2x4 2 14.0012 3 1 0-11-2 0-0-40-0-4 2x4 2x4 0-0-31-7-1 0-0-31-6-13 Plate Offsets (X,Y)-- \[2:Edge,0-1-8\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.01Vert(LL)n/a - n/a999MT20197/144 TCDL10.0Lumber DOL 1.15BC0.03Vert(TL)n/a - n/a999 BCLL0.0Rep Stress IncrYESWB0.00Horz(TL)0.003n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 3 lb FT = 20% LUMBER-BRACING- TOP CHORD2x3 SPF No.2TOP CHORDStructural wood sheathing directly applied or 1-7-1 oc purlins. BOT CHORD2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=45/1-6-10, 3=45/1-6-10 Max Horz1=16(LC 5) Max Uplift1=-2(LC 7), 3=-2(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289355 1_HERITAGE_AT_SPRING~LV06Valley11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:37 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-cQIOGIRJca2SBGBbfvIUep0wN4?Qg3J0HNFqkkzq7?W 3-6-37-0-6 3-6-33-6-3 Scale = 1:35.3 3x4 2 14.0012 4-1-4 3 1 0-0-40-0-4 2x4 2x4 4 2x4 7-0-37-0-6 7-0-30-0-3 LOADING SPACING-CSI.DEFL.PLATESGRIP (psf)2-0-0in(loc)l/deflL/d TCLL20.0Plate Grip DOL1.15TC0.36Vert(LL)n/a - n/a999MT20197/144 TCDL10.0Lumber DOL 1.15BC0.22Vert(TL)n/a - n/a999 BCLL0.0Rep Stress IncrYESWB0.05Horz(TL)0.003n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 17 lb FT = 20% LUMBER-BRACING- TOP CHORD2x3 SPF No.2TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. OTHERS2x3 SPF No.2 REACTIONS.(lb/size)1=164/6-11-15, 3=164/6-11-15, 4=199/6-11-15 Max Horz1=-93(LC 4) Max Uplift1=-31(LC 7), 3=-26(LC 6) Max Grav1=164(LC 1), 3=164(LC 1), 4=203(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289356 1_HERITAGE_AT_SPRING~LV07Valley11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:37 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-cQIOGIRJca2SBGBbfvIUep0zc41Qg3l0HNFqkkzq7?W 2-4-84-8-15 2-4-82-4-8 Scale = 1:20.0 2 3x4 14.0012 2-9-4 3 1 0-0-40-0-4 4 2x4 2x4 2x4 0-0-34-8-15 0-0-34-8-12 LOADING SPACING-CSI.DEFL.PLATESGRIP (psf)2-0-0in(loc)l/deflL/d TCLL20.0Plate Grip DOL1.15TC0.15Vert(LL)n/a - n/a999MT20197/144 TCDL10.0Lumber DOL 1.15BC0.10Vert(TL)n/a - n/a999 BCLL0.0Rep Stress IncrYESWB0.02Horz(TL)0.003n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 11 lb FT = 20% LUMBER-BRACING- TOP CHORD2x3 SPF No.2TOP CHORDStructural wood sheathing directly applied or 4-8-15 oc purlins. BOT CHORD2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. OTHERS2x3 SPF No.2 REACTIONS.(lb/size)1=107/4-8-8, 3=107/4-8-8, 4=130/4-8-8 Max Horz1=-61(LC 4) Max Uplift1=-20(LC 7), 3=-17(LC 6) Max Grav1=107(LC 1), 3=107(LC 1), 4=133(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289357 1_HERITAGE_AT_SPRING~LV08Valley11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:37 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-cQIOGIRJca2SBGBbfvIUep0?R41bg300HNFqkkzq7?W 1-2-122-5-8 1-2-121-2-12 Scale: 1"=1' 2x4 2 14.0012 3 1-5-4 1 0-0-40-0-4 2x4 2x4 2-5-52-5-8 2-5-50-0-3 Plate Offsets (X,Y)-- \[2:Edge,0-1-8\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.04Vert(LL)n/a - n/a999MT20197/144 TCDL10.0Lumber DOL 1.15BC0.08Vert(TL)n/a - n/a999 BCLL0.0Rep Stress IncrYESWB0.00Horz(TL)0.003n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 5 lb FT = 20% LUMBER-BRACING- TOP CHORD2x3 SPF No.2TOP CHORDStructural wood sheathing directly applied or 2-5-8 oc purlins. BOT CHORD2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=80/2-5-2, 3=80/2-5-2 Max Horz1=-28(LC 4) Max Uplift1=-3(LC 7), 3=-3(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289358 1_HERITAGE_AT_SPRING~LV09Valley11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:38 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-4dsmTeSxNtAIoQmoDdqjB0Z5nUMrPTJ9V1_OHAzq7?V 4-6-810-9-0 4-6-86-2-8 Scale = 1:61.6 6x6 3 14.0012 2x4 22x4 7-2-14 2x4 14 5 1-11-5 0-0-4 3x4 9876 2x4 2x4 2x4 2x4 10-9-0 10-9-0 Plate Offsets (X,Y)-- \[3:0-2-0,Edge\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.38Vert(LL)n/a - n/a999MT20197/144 TCDL10.0Lumber DOL 1.15BC0.08Vert(TL)n/a - n/a999 BCLL0.0Rep Stress IncrYESWB0.25Horz(TL)0.005n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 39 lb FT = 20% LUMBER-BRACING- TOP CHORD2x3 SPF No.2TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD2x4 SP No.1end verticals. WEBS2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. OTHERS2x3 SPF No.2 REACTIONS.All bearings 10-8-12. (lb) - Max Horz9=-188(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 7 except 9=-212(LC 4), 5=-131(LC 5), 8=-336(LC 6), 6=-172(LC 7) Max Grav All reactions 250 lb or less at joint(s) 9, 5 except 7=299(LC 1), 8=367(LC 10), 6=284(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS2-8=-297/331 NOTES-(6-7) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 9=212 , 5=131, 8=336, 6=172. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289359 1_HERITAGE_AT_SPRING~LV10GABLE11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:38 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-4dsmTeSxNtAIoQmoDdqjB0Z3SUJDPUC9V1_OHAzq7?V 4-6-89-7-4 4-6-85-0-12 Scale = 1:50.3 5x8 2 14.0012 5-10-14 1 3 0-7-5 0-0-4 3x8 5x6 4 2x4 9-7-4 9-7-4 Plate Offsets (X,Y)-- \[1:0-2-8,Edge\], \[2:0-4-14,0-2-8\], \[3:0-2-7,Edge\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.47Vert(LL)n/a - n/a999MT20169/123 TCDL10.0Lumber DOL 1.15BC0.32Vert(TL)n/a - n/a999 BCLL0.0Rep Stress IncrYESWB0.13Horz(TL)0.003n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 27 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SPF-S StudTOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. OTHERS2x3 SPF No.2 WEDGE Left: 2x3 SPF No.2 REACTIONS.(lb/size)1=207/9-7-4, 3=220/9-7-4, 4=307/9-7-4 Max Horz1=-136(LC 4) Max Uplift1=-25(LC 7), 3=-15(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289360 1_HERITAGE_AT_SPRING~LV11Valley11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:38 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-4dsmTeSxNtAIoQmoDdqjB0Z3dUJlPWI9V1_OHAzq7?V 3-11-17-10-2 3-11-13-11-1 Scale = 1:38.9 3x4 2 14.0012 4-6-14 3 1 0-0-40-0-4 2x4 2x4 4 2x4 0-0-37-10-2 0-0-37-9-14 LOADING SPACING-CSI.DEFL.PLATESGRIP (psf)2-0-0in(loc)l/deflL/d TCLL20.0Plate Grip DOL1.15TC0.46Vert(LL)n/a - n/a999MT20197/144 TCDL10.0Lumber DOL 1.15BC0.28Vert(TL)n/a - n/a999 BCLL0.0Rep Stress IncrYESWB0.06Horz(TL)0.003n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 19 lb FT = 20% LUMBER-BRACING- TOP CHORD2x3 SPF No.2TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. OTHERS2x3 SPF No.2 REACTIONS.(lb/size)1=184/7-9-11, 3=184/7-9-11, 4=224/7-9-11 Max Horz1=-105(LC 4) Max Uplift1=-35(LC 7), 3=-29(LC 6) Max Grav1=184(LC 1), 3=184(LC 1), 4=229(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289361 1_HERITAGE_AT_SPRING~LV12Valley11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:39 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-YpQ8g_SZ8BI9QaL_nKLyjE6I7uhG8z7Ikhkxpdzq7?U 2-9-55-6-11 2-9-52-9-5 Scale = 1:28.6 3x4 2 14.0012 3-2-14 3 1 0-0-40-0-4 4 2x4 2x4 2x4 0-0-35-6-11 0-0-35-6-7 LOADING SPACING-CSI.DEFL.PLATESGRIP (psf)2-0-0in(loc)l/deflL/d TCLL20.0Plate Grip DOL1.15TC0.22Vert(LL)n/a - n/a999MT20197/144 TCDL10.0Lumber DOL 1.15BC0.14Vert(TL)n/a - n/a999 BCLL0.0Rep Stress IncrYESWB0.02Horz(TL)0.003n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 13 lb FT = 20% LUMBER-BRACING- TOP CHORD2x3 SPF No.2TOP CHORDStructural wood sheathing directly applied or 5-6-11 oc purlins. BOT CHORD2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. OTHERS2x3 SPF No.2 REACTIONS.(lb/size)1=127/5-6-4, 3=127/5-6-4, 4=155/5-6-4 Max Horz1=-72(LC 4) Max Uplift1=-24(LC 7), 3=-20(LC 6) Max Grav1=127(LC 1), 3=127(LC 1), 4=158(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289362 1_HERITAGE_AT_SPRING~LV13Valley11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:39 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-YpQ8g_SZ8BI9QaL_nKLyjE6KRuho8zVIkhkxpdzq7?U 1-7-103-3-4 1-7-101-7-10 Scale = 1:14.9 2x4 2 14.0012 1-10-14 3 1 0-0-4 0-0-4 2x4 2x4 0-0-33-3-4 0-0-33-3-0 Plate Offsets (X,Y)-- \[2:Edge,0-1-8\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.07Vert(LL)n/a - n/a999MT20197/144 TCDL10.0Lumber DOL 1.15BC0.17Vert(TL)n/a - n/a999 BCLL0.0Rep Stress IncrYESWB0.00Horz(TL)0.003n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 6 lb FT = 20% LUMBER-BRACING- TOP CHORD2x3 SPF No.2TOP CHORDStructural wood sheathing directly applied or 3-3-4 oc purlins. BOT CHORD2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=113/3-2-13, 3=113/3-2-13 Max Horz1=-40(LC 4) Max Uplift1=-4(LC 7), 3=-4(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289363 1_HERITAGE_AT_SPRING~LV14Valley11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:40 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-1?zXuKTBvVQ02kwAK2sBGReR4H_itOhSzLTUL3zq7?T 9-9-1019-7-5 9-9-109-9-10 Scale = 1:52.9 4x6 3 8.0012 2x4 2x4 4 2 6-6-7 5 1 0-0-4 0-0-4 4x6 4x6 9876 2x4 2x4 2x4 2x4 0-0-619-7-5 0-0-619-6-15 Plate Offsets (X,Y)-- \[1:0-1-13,Edge\], \[5:0-1-15,Edge\], \[8:0-1-12,0-1-0\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.33Vert(LL)n/a - n/a999MT20197/144 TCDL10.0Lumber DOL 1.15BC0.38Vert(TL)n/a - n/a999 BCLL0.0Rep Stress IncrYESWB0.13Horz(TL)0.005n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 60 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SP No.1TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. OTHERS2x3 SPF No.2 REACTIONS. All bearings 19-6-9. (lb) - Max Horz1=-145(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-119(LC 6), 6=-119(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=464(LC 10), 6=464(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS2-9=-348/171, 4-6=-348/171 NOTES-(6-7) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=119 , 6=119. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289364 1_HERITAGE_AT_SPRING~LV15Valley11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:40 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-1?zXuKTBvVQ02kwAK2sBGReMsH?QtPxSzLTUL3zq7?T 6-3-1012-7-5 6-3-106-3-10 Scale = 1:33.1 6x8 2 8.0012 4-2-7 3 1 0-0-40-0-4 3x12 3x12 4 2x4 0-0-612-7-5 0-0-612-6-15 Plate Offsets (X,Y)-- \[1:0-9-13,Edge\], \[2:0-5-4,0-2-4\], \[3:0-4-15,Edge\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.67Vert(LL)n/a - n/a999MT20169/123 TCDL10.0Lumber DOL 1.15BC0.27Vert(TL)n/a - n/a999 BCLL0.0Rep Stress IncrYESWB0.12Horz(TL)0.003n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 35 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SPF-S StudTOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD2x4 SP No.1BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. OTHERS2x3 SPF No.2 REACTIONS. (lb/size)1=217/12-6-9, 3=217/12-6-9, 4=497/12-6-9 Max Horz1=-90(LC 4) Max Uplift1=-18(LC 6), 3=-23(LC 7), 4=-4(LC 6) Max Grav1=218(LC 10), 3=218(LC 11), 4=497(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS2-4=-304/76 NOTES-(6-7) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289365 1_HERITAGE_AT_SPRING~LV16Valley11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:40 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-1?zXuKTBvVQ02kwAK2sBGReT6HyntQlSzLTUL3zq7?T 2-9-105-7-5 2-9-102-9-10 Scale = 1:17.2 2x4 2 8.0012 1-10-7 3 1 0-0-40-0-4 2x4 2x4 0-0-65-7-5 0-0-65-6-15 Plate Offsets (X,Y)-- \[2:0-2-0,Edge\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.20Vert(LL)n/a - n/a999MT20197/144 TCDL10.0Lumber DOL 1.15BC0.50Vert(TL)n/a - n/a999 BCLL0.0Rep Stress IncrYESWB0.00Horz(TL)0.003n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 9 lb FT = 20% LUMBER-BRACING- TOP CHORD2x3 SPF No.2TOP CHORDStructural wood sheathing directly applied or 5-7-5 oc purlins. BOT CHORD2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=196/5-6-9, 3=196/5-6-9 Max Horz1=-38(LC 4) Max Uplift1=-9(LC 6), 3=-9(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly 1 Heritage at Spring Mill I32289366 1_HERITAGE_AT_SPRING~LV17Valley11 Job Reference (optional) PROBUILD, MOORESVILLE, IN 461587.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 30 15:54:41 2018 Page 1 ID:4fZCNkQrIhDNIIKJot6irZyYocY-VCXv5gUpfoYtfuVNulNQpfBaNhLAct?bB?D2tVzq7?S 4-3-8 4-3-8 Scale = 1:20.6 2 2x4 8.00 12 2-10-5 1 0-0-4 3 2x4 2x4 LOADING SPACING-CSI.DEFL.PLATESGRIP (psf)2-0-0in(loc)l/deflL/d TCLL20.0Plate Grip DOL1.15TC0.49Vert(LL)n/a - n/a999MT20197/144 TCDL10.0Lumber DOL 1.15BC0.30Vert(TL)n/a - n/a999 BCLL0.0Rep Stress IncrYESWB0.00Horz(TL)0.003n/an/a BCDL10.0CodeIRC2006/TPI2002(Matrix)Weight: 9 lb FT = 20% LUMBER-BRACING- TOP CHORD2x3 SPF No.2TOP CHORDStructural wood sheathing directly applied or 4-3-8 oc purlins, except BOT CHORD2x3 SPF No.2end verticals. WEBS2x3 SPF No.2BOT CHORDStructural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=153/4-3-2, 3=153/4-3-2 Max Horz1=77(LC 5) Max Uplift3=-26(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). January 31,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 Connected Wood Trusses. Installing & Bracing of Metal Plate Guide to Good Practice for Handling,BCSI: Building Component Safety Information,DSB-89: Design Standard for Bracing. Plate Connected Wood Truss Construction.ANSI/TPI1: National Design Specification for Metal Industry Standards:Industry Standards:BEARINGBEARINGLATERAL BRACING LOCATION PLATE SIZEPLATE SIZEPLATE LOCATION AND ORIENTATIONPLATE LOCATION AND ORIENTATION SymbolsSymbols ** 4 x 44 x 4 software or upon request.software or upon request.Plate location details available in MiTek 20/20Plate location details available in MiTek 20/20 11 33 // 44 "" 00 -- 11 // if indicated.output. Use T or I bracingby text in the bracing section of theIndicated by symbol shown and/or Min size shown is for crushing only.number where bearings occur.number where bearings occur.reaction section indicates jointreaction section indicates joint(supports) occur. Icons vary but(supports) occur. Icons vary butIndicates location where bearingsIndicates location where bearings 1616 connector plates.connector plates.required direction of slots inrequired direction of slots inThis symbol indicates the This symbol indicates the edge of truss.edge of truss.plates 0- plates 0- For 4 x 2 orientation, locateFor 4 x 2 orientation, locateand fully embed teeth.Apply plates to both sides of trussDimensions are in ft-in-sixteenths.o ffsets are indicated.Center plate on joint unless x, y the length parallel to slots.to slots. Second dimension iswidth measured perpendicular The first dimension is the plate "" 11 // 1616 "" ff rr oo mm oo uu tt ss ii dd ee MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 established by others.section 6.3 These truss designs rely on lumber values Lumber design values are in accordance with ANSI/TPI 1 truss unless otherwise shown.Trusses are designed for wind loads in the plane of the NUMBERS/LETTERS.NUMBERS/LETTERS.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTCHORDS AND WEBS ARE IDENTIFIED BY END JOINTTHE LEFT.THE LEFT.AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE ER-3907, ESR-2362, ESR-1397, ESR-3282ESR-1311, ESR-1352, ESR1988ICC-ES Reports:PRODUCT CODE APPROVALS TOP CHORDTOP CHORD 87658765 Numbering SystemNumbering SystemGeneral Safety Notes 11 C1-8C1-8 C1-2C1-2 WW 6-4-86-4-8 11 -- 77 C7-8C7-8 TOP CHORDSTOP CHORDS BOTTOM CHORDSBOTTOM CHORDS 22 W2-7W2-7 (Drawings not to scale)dimensions shown in ft-in-sixteenthsdimensions shown in ft-in-sixteenths WEBSWEBS © 2012 MiTek® All Rights Reserved C2-3C2-3 CC WW 66 33 -- -- 77 77 33 W3-6W3-6 CC WW CC 33 44 -- 55 44 -- 66 -- 66 44 C4-5C4-5 TOP CHORDTOP CHORD Damage or Personal InjuryFailure to Follow Could Cause Property ANSI/TPI 1 Quality Criteria.20. Design assumes manufacture in accordance with is not sufficient. and pictures) before use. Reviewing pictures alone19. Review all portions of this design (front, back, words project engineer before use. environmental, health or performance risks. Consult with18. Use of green or treated lumber may pose unacceptable 17. Install and load vertically unless indicated otherwise. approval of an engineer.16. Do not cut or alter truss member or plate without prior15. Connections not shown are the responsibility of others. or less, if no ceiling is installed, unless otherwise noted.14. Bottom chords require lateral bracing at 10 ft. spacing, spacing indicated on design.13. Top chords must be sheathed or purlins provided at specified. in all respects, equal to or better than that 12. Lumber used shall be of the species and size, and indicated are minimum plating requirements.11. Plate type, size, orientation and location dimensions camber for dead load deflection. responsibility of truss fabricator. General practice is to10. Camber is a non-structural consideration and is the use with fire retardant, preservative treated, or green lumber.9. Unless expressly noted, this design is not applicable for shall not exceed 19% at time of fabrication.8. Unless otherwise noted, moisture content of lumber the environment in accord with ANSI/TPI 1.7. Design assumes trusses will be suitably protected from locations are regulated by ANSI/TPI 1. joint and embed fully. Knots and wane at joint6. Place plates on each face of truss at each 5. Cut members to bear tightly against each other. all other interested parties. designer, erection supervisor, property owner and4. Provide copies of this truss design to the building stack materials on inadequately braced trusses.3. Never exceed the design loading shown and never bracing should be considered. may require bracing, or alternative Tor I wide truss spacing, individual lateral braces themselves2. Truss bracing must be designed by an engineer. For diagonal or X-bracing, is always required. See BCSI.1. Additional stability bracing for truss system, e.g. General Safety Notes