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HomeMy WebLinkAbout29JGB - TrussesRe: 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: I35299705 thru I35299779 My license renewal date for the state of Indiana is July 31, 2020. B18803366 Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: Wedgewood 29 Bridgemont 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. November 13,2018 Johnson, Andrew Job B18803366 Truss CG01 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299705 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-c5TyVv5PMde2bNgThk5rcyUJC2e?elR6g2zZ73yJYPD Scale = 1:33.9 1 2 3 4 5 10 11 12 13 14 15 3x4 3x12 4x6 3x6 7-8-7 7-8-7 -1-7-7 1-7-7 7-8-7 7-8-7 1-0-145-11-35-7-110-3-85-11-37.57 12 Plate Offsets (X,Y)-- [2:0-6-6,Edge], [5:0-3-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.40 0.29 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.11 0.03 0.07 (loc) 5-8 5-8 2 5-8 l/defl >999 >810 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=425/0-3-8, 5=326/0-1-8 Max Horz 2=191(LC 5) Max Uplift 2=-100(LC 5), 5=-196(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 5=196. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 67 lb down and 46 lb up at 1-5-1, 49 lb down and 59 lb up at 3-0-4, and 75 lb down and 122 lb up at 5-1-7, and 52 lb down and 103 lb up at 5-4-13 on top chord, and at 1-5-1, 4 lb down and 30 lb up at 3-0-4, and 25 lb down at 5-1-7, and 7 lb down and 29 lb up at 5-4-13 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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 12=-33(F=-1, B=-33) 14=2(F) 15=-18(F=-6, B=-12) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss CG02 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299706 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-4I1LiE616xmuDXFgERc49A1TSS?INBxFvhj6gVyJYPC Scale = 1:33.8 1 2 3 5 4 6 7 8 9 10 11 12 13 3x4 5x6 2x4 4x6 6-9-12 6-9-12 -1-7-7 1-7-7 6-9-12 6-9-12 1-7-55-10-145-7-60-3-85-10-147.57 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.50 0.22 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.06 -0.00 0.03 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=390/0-3-8, 4=284/0-1-8 Max Horz 5=194(LC 5) Max Uplift 5=-140(LC 5), 4=-226(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-319/101 BOT CHORD 4-5=-260/112 WEBS 2-4=-104/255 NOTES- 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; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=140, 4=226. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 47 lb up at 1-5-1, 51 lb down and 59 lb up at 2-1-9, and 52 lb down and 103 lb up at 4-6-2, and 70 lb down and 111 lb up at 5-1-7 on top chord , and 3 lb down and 22 lb up at 1-5-1, 6 lb down and 66 lb up at 2-1-9, and 6 lb down and 49 lb up at 4-6-2, and 24 lb down at 5-1-7 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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 9=-28(B) 10=1(B) 11=3(F) 12=-1(F) 13=-22(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299707 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-ZUbjva7ftFulqhqso87JiNZdosL36YbP8LSfCxyJYPB Scale = 1:78.1 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 3x4 3x6 4x6 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-7-0 12-7-0 -0-10-8 0-10-8 9-3-6 9-3-6 12-7-0 3-3-10 1-0-1411-10-138-0-1014.00 12 Plate Offsets (X,Y)-- [9:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.52 0.25 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 1 1 13 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 111 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 8-16,7-17,10-15,11-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 12-13, 7-17, 11-14 JOINTS 1 Brace at Jt(s): 23, 24, 25 REACTIONS.All bearings 12-7-0. (lb) - Max Horz 22=384(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 13, 18, 19, 20, 15 except 22=-380(LC 4), 16=-127(LC 5), 17=-107(LC 6), 21=-362(LC 5), 14=-223(LC 4) Max Grav All reactions 250 lb or less at joint(s) 13, 17, 18, 19, 20, 14 except 22=601(LC 5), 16=263(LC 4), 21=253(LC 4), 15=253(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-446/296, 2-3=-528/358, 3-4=-368/274, 4-5=-335/275, 5-6=-284/264, 6-7=-235/254, 7-8=-202/285, 10-11=-126/305 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 18, 19, 20, 15 except (jt=lb) 22=380, 16=127, 17=107, 21=362, 14=223. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss GE02 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299708 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-1g957w8HeY0cSrP2MseYEb6sFFh_r39YM?CDkNyJYPA Scale = 1:73.8 12 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4 3x4 4x6 3x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-5-12 16-5-12 -0-10-8 0-10-8 8-2-14 8-2-14 16-5-12 8-2-14 17-4-4 0-10-8 1-0-1410-8-41-0-1414.00 12 Plate Offsets (X,Y)-- [8:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.28 0.15 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 15 15 16 14 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 120 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 8-22,7-23,9-21: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-22, 7-23, 9-21 REACTIONS.All bearings 16-5-12. (lb) - Max Horz 29=-264(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 23, 25, 26, 27, 21, 20, 19, 18 except 29=-187(LC 4), 16=-155(LC 5), 28=-183(LC 5), 17=-169(LC 7) Max Grav All reactions 250 lb or less at joint(s) 16, 23, 25, 26, 27, 28, 21, 20, 19, 18, 17 except 29=260(LC 5), 22=360(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-29/269, 7-8=-34/306, 8-9=-34/306, 9-10=-29/269 WEBS 8-22=-402/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 25, 26, 27, 21, 20, 19, 18 except (jt=lb) 29=187, 16=155, 28=183, 17=169. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss GE03 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299709 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-1g957w8HeY0cSrP2MseYEb6u_FiEr6AYM?CDkNyJYPA Scale = 1:18.9 1 2 3 5 4 2x4 3x4 2x4 2x4 -0-10-8 0-10-8 1-3-8 1-3-8 1-7-53-1-714.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.17 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 0.00 0.00 (loc) 1 1 4 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=133/1-3-8, 4=9/1-3-8 Max Horz 5=86(LC 5) Max Uplift 5=-65(LC 4), 4=-104(LC 5) Max Grav 5=133(LC 1), 4=94(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=104. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss J01 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299710 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-VtiTKG9vPs8T4?_FwZ9nnof2if2kaZQibfxmGqyJYP9 Scale = 1:18.3 1 2 5 3 4 3x4 3x6 1-8-2 1-8-2 -0-10-8 0-10-8 1-8-2 1-8-2 1-0-143-0-514.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.24 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 5 5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=143/0-3-8, 3=29/Mechanical, 4=11/Mechanical Max Horz 5=120(LC 6) Max Uplift 3=-49(LC 6), 4=-22(LC 6) Max Grav 5=143(LC 1), 3=29(LC 1), 4=28(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss J02 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299711 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-VtiTKG9vPs8T4?_FwZ9nnof??f0HaZQibfxmGqyJYP9 Scale = 1:25.9 1 2 5 3 4 3x4 3x4 2-11-8 2-11-8 -0-10-8 0-10-8 2-11-8 2-11-8 1-0-144-6-53-11-34-6-514.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.41 0.21 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.02 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=183/0-3-8, 3=69/Mechanical, 4=29/Mechanical Max Horz 5=164(LC 6) Max Uplift 3=-85(LC 6), 4=-15(LC 6) Max Grav 5=183(LC 1), 3=69(LC 1), 4=53(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss J03 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299712 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-z3GrYc9XAAGKh9ZRTHg0J0BDS3OzJ0grqJhKpGyJYP8 Scale = 1:18.3 1 2 5 3 4 3x4 3x6 1-8-2 1-8-2 -0-10-8 0-10-8 1-8-2 1-8-2 1-0-143-0-52-5-33-0-514.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.24 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 5 5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=143/0-3-8, 3=29/Mechanical, 4=11/Mechanical Max Horz 5=120(LC 6) Max Uplift 3=-49(LC 6), 4=-22(LC 6) Max Grav 5=143(LC 1), 3=29(LC 1), 4=28(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss J04 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299713 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-z3GrYc9XAAGKh9ZRTHg0J0BAl3MWJ0grqJhKpGyJYP8 Scale = 1:25.9 1 2 5 3 4 3x4 3x4 2-11-8 2-11-8 -0-10-8 0-10-8 2-11-8 2-11-8 1-0-144-6-53-11-34-6-514.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.41 0.21 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.02 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=183/0-3-8, 3=69/Mechanical, 4=29/Mechanical Max Horz 5=164(LC 6) Max Uplift 3=-85(LC 6), 4=-15(LC 6) Max Grav 5=183(LC 1), 3=69(LC 1), 4=53(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss J05 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299714 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-RFqDlyA9xTOBJI8d1_BFsDkKxThP2Tw_2zQtLiyJYP7 Scale = 1:25.0 1 2 3 43x6 5-0-2 5-0-2 -0-10-8 0-10-8 5-0-2 5-0-2 0-7-144-4-150-5-83-11-84-4-159.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-3-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.45 0.29 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.09 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >661 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=144/Mechanical, 2=255/0-3-8, 4=49/Mechanical Max Horz 2=139(LC 6) Max Uplift 3=-95(LC 6) Max Grav 3=144(LC 1), 2=255(LC 1), 4=99(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss J06 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299715 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-vSOczIBoinW2xSjpbijUPRHagt5YnwA8HdAQt9yJYP6 Scale = 1:13.4 1 2 3 43x6 1-10-12 1-10-12 -0-10-8 0-10-8 1-10-12 1-10-12 0-7-142-0-151-7-72-0-159.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-3-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.06 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=44/Mechanical, 2=140/0-3-8, 4=19/Mechanical Max Horz 2=68(LC 6) Max Uplift 3=-35(LC 6), 2=-17(LC 6) Max Grav 3=44(LC 1), 2=140(LC 1), 4=38(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss J07 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299716 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-vSOczIBoinW2xSjpbijUPRHVht1enwA8HdAQt9yJYP6 Scale = 1:25.0 1 2 3 43x6 5-0-2 5-0-2 -0-10-8 0-10-8 5-0-2 5-0-2 0-7-144-4-150-5-83-11-74-4-159.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-3-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.45 0.29 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.09 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >661 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=144/Mechanical, 2=255/0-3-8, 4=49/Mechanical Max Horz 2=139(LC 6) Max Uplift 3=-95(LC 6) Max Grav 3=144(LC 1), 2=255(LC 1), 4=99(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss J08 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299717 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-Ney_AeCQT5evYcI09PEjxeplQGRnWNQHWHv_PbyJYP5 Scale = 1:13.4 1 2 3 43x6 1-10-12 1-10-12 -0-10-8 0-10-8 1-10-12 1-10-12 0-7-142-0-151-7-72-0-159.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-3-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.06 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=44/Mechanical, 2=140/0-3-8, 4=19/Mechanical Max Horz 2=68(LC 6) Max Uplift 3=-35(LC 6), 2=-17(LC 6) Max Grav 3=44(LC 1), 2=140(LC 1), 4=38(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss J09 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299718 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-Ney_AeCQT5evYcI09PEjxepkSGQ3WNQHWHv_PbyJYP5 Scale = 1:16.2 1 2 5 3 42x4 3x4 1-10-12 1-10-12 -0-10-8 0-10-8 1-10-12 1-10-12 1-2-52-7-72-1-152-7-79.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.19 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=149/0-3-8, 3=37/Mechanical, 4=15/Mechanical Max Horz 5=89(LC 6) Max Uplift 3=-38(LC 6), 4=-12(LC 6) Max Grav 5=149(LC 1), 3=37(LC 1), 4=32(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss J10 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299719 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-rqWMN_C2EOmmAmsCi7lyUsMpsgidFqgRlxfXy1yJYP4 Scale = 1:29.1 1 2 5 3 4 3x6 2x4 5-0-2 5-0-2 -0-10-8 0-10-8 5-0-2 5-0-2 1-2-54-11-70-5-84-5-154-11-79.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.53 0.26 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.07 -0.06 0.04 (loc) 4-5 4-5 3 4-5 l/defl >999 >781 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=260/0-3-8, 3=130/Mechanical, 4=56/Mechanical Max Horz 5=159(LC 6) Max Uplift 3=-86(LC 6) Max Grav 5=260(LC 1), 3=130(LC 1), 4=92(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss J11 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299720 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-K04kbJDg?iudowROGqGB03v4y45X_HvazbO4UUyJYP3 Scale = 1:16.2 1 2 5 3 42x4 3x4 1-10-12 1-10-12 -0-10-8 0-10-8 1-10-12 1-10-12 1-2-52-7-72-1-152-7-79.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.19 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=149/0-3-8, 3=37/Mechanical, 4=15/Mechanical Max Horz 5=89(LC 6) Max Uplift 3=-38(LC 6), 4=-12(LC 6) Max Grav 5=149(LC 1), 3=37(LC 1), 4=32(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss J12 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299721 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-K04kbJDg?iudowROGqGB03v_c42s_HvazbO4UUyJYP3 Scale = 1:29.1 1 2 5 3 4 3x6 2x4 5-0-2 5-0-2 -0-10-8 0-10-8 5-0-2 5-0-2 1-2-54-11-70-5-84-5-154-11-79.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.53 0.26 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.07 -0.06 0.04 (loc) 4-5 4-5 3 4-5 l/defl >999 >781 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=260/0-3-8, 3=130/Mechanical, 4=56/Mechanical Max Horz 5=159(LC 6) Max Uplift 3=-86(LC 6) Max Grav 5=260(LC 1), 3=130(LC 1), 4=92(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss J13 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299722 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-oDe6ofEIm00UP40bqXnQZHR95UOsjk9kCF8e0wyJYP2 Scale = 1:25.9 1 2 5 3 4 3x4 3x6 2-5-12 2-5-12 -0-10-8 0-10-8 2-5-12 2-5-12 1-7-54-6-03-10-144-6-014.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.55 0.27 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.04 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=166/0-3-8, 3=55/Mechanical, 4=22/Mechanical Max Horz 5=155(LC 6) Max Uplift 3=-88(LC 6), 4=-36(LC 6) Max Grav 5=166(LC 1), 3=55(LC 1), 4=43(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss J14 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299723 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-oDe6ofEIm00UP40bqXnQZHRCIUQSjk9kCF8e0wyJYP2 Scale = 1:18.3 1 2 5 3 4 3x4 3x6 1-2-5 1-2-5 -0-10-8 0-10-8 1-2-5 1-2-5 1-7-53-0-02-4-143-0-014.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.34 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 5 5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-2-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=133/0-3-8, 3=6/Mechanical, 4=5/Mechanical Max Horz 5=111(LC 6) Max Uplift 3=-55(LC 6), 4=-61(LC 6) Max Grav 5=133(LC 1), 3=16(LC 4), 4=18(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss J15 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299724 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-kbltDLGYIdGCfNAzxyqueiWVaH4JBef0fZdl5oyJYP0 Scale = 1:25.9 1 2 5 3 4 3x4 3x6 2-5-12 2-5-12 -0-10-8 0-10-8 2-5-12 2-5-12 1-7-54-6-03-10-144-6-014.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.55 0.27 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.04 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=166/0-3-8, 3=55/Mechanical, 4=22/Mechanical Max Horz 5=155(LC 6) Max Uplift 3=-88(LC 6), 4=-36(LC 6) Max Grav 5=166(LC 1), 3=55(LC 1), 4=43(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss J16 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299725 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-kbltDLGYIdGCfNAzxyqueiWYnH6vBef0fZdl5oyJYP0 Scale = 1:18.3 1 2 5 3 4 3x4 3x6 1-2-5 1-2-5 -0-10-8 0-10-8 1-2-5 1-2-5 1-7-53-0-02-4-143-0-014.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.34 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 5 5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-2-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=133/0-3-8, 3=6/Mechanical, 4=5/Mechanical Max Horz 5=111(LC 6) Max Uplift 3=-55(LC 6), 4=-61(LC 6) Max Grav 5=133(LC 1), 3=16(LC 4), 4=18(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss M01 Truss Type MONOPITCH Qty 30 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299726 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-CoJFRhGB3xO2GXlAVgL7Bv3lqhRMw4_AuDMIdFyJYP? Scale = 1:56.0 1 2 3 4 5 6 2x4 5x12 4x6 2x4 4x6 6-9-12 6-9-12 -0-10-8 0-10-8 2-9-0 2-9-0 6-9-12 4-0-12 1-0-149-0-48-8-120-3-89-0-414.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.20 0.22 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.12 0.02 0.01 (loc) 6-9 6-9 2 6-9 l/defl >999 >641 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-6: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS.(lb/size) 2=323/0-3-8, 6=263/0-1-8 Max Horz 2=284(LC 6) Max Uplift 6=-188(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-428/0 NOTES- 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; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 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 at joint(s) 6. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=188. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss M02 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299727 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-g_tde1HppEXvuhKM3NsMj7cwx5mBfWgJ7t6r9hyJYP_ Scale = 1:52.0 1 2 3 4 8 7 6 5 2x4 2x4 3x12 3x4 4x8 3x12 3x4 2-2-0 2-2-0 6-9-12 4-7-12 -0-10-8 0-10-8 2-2-0 2-2-0 6-9-12 4-7-12 1-0-149-0-47-8-121-3-88-0-41-0-014.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.24 0.25 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 -0.01 0.01 (loc) 5-6 5-6 5 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-7: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 8=327/0-3-8, 5=256/0-1-8 Max Horz 8=296(LC 6) Max Uplift 5=-191(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-314/0, 2-8=-315/0 BOT CHORD 7-8=-281/16, 5-6=-288/227 WEBS 3-5=-243/310 NOTES- 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; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=191. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss M03 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299728 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-g_tde1HppEXvuhKM3NsMj7crp5ijfY9J7t6r9hyJYP_ Scale = 1:34.9 1 2 3 45 3x6 6x6 3x8 7-1-13 7-1-13 -0-10-8 0-10-8 7-1-13 7-1-13 0-7-146-0-45-8-120-3-86-0-49.00 12 Plate Offsets (X,Y)-- [2:0-3-2,0-0-0], [2:0-0-0,0-2-0], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.57 0.47 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.28 0.00 0.06 (loc) 2-4 2-4 4 2-4 l/defl >867 >303 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=352/0-3-8, 4=355/0-1-8 Max Horz 2=187(LC 6) Max Uplift 4=-91(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss M04 Truss Type MONOPITCH Qty 7 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299729 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-8AR?rNIRaYfmWrvYd5NbGK8yFV6mOyRTMXrPh7yJYOz Scale = 1:35.3 1 2 3 5 4 3x4 3x4 6x6 5x6 6-4-13 6-4-13 -0-10-8 0-10-8 6-4-13 6-4-13 1-2-55-11-155-8-70-3-85-11-159.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.78 0.23 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.13 -0.00 -0.00 (loc) 4-5 4-5 4 4-5 l/defl >999 >568 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=311/0-3-8, 4=239/0-1-8 Max Horz 5=190(LC 6) Max Uplift 4=-98(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=-274/211 WEBS 2-4=-198/272 NOTES- 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; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss PB01 Truss Type Piggyback Qty 2 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299730 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-dN?O3jJ3Lsnd7?UkAouqoYhGqvTj7PQcaBbyDayJYOy Scale = 1:41.1 1 2 3 4 5 6 7 11 10 9 81213 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 3x4 18-0-1 18-0-1 9-0-1 9-0-1 18-0-1 9-0-1 0-4-106-7-86-9-00-1-80-4-100-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.21 0.18 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.01 0.00 -0.00 (loc) 7 7 6 7 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 56 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-7-12. (lb) - Max Horz 2=-147(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2 except 11=-125(LC 6), 8=-124(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=387(LC 1), 11=445(LC 10), 8=445(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-291/171, 5-8=-291/171 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 11=125, 8=124. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss PB02 Truss Type Piggyback Qty 2 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299731 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-dN?O3jJ3Lsnd7?UkAouqoYhHCvT37QicaBbyDayJYOy Scale = 1:37.9 1 2 3 4 5 6 7 8 13 12 11 10 91415 4x8 4x8 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 3x4 18-0-1 18-0-1 18-0-1 18-0-1 0-4-106-1-86-5-50-1-80-4-100-1-86-1-89.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-6], [5:0-4-0,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.19 0.16 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.01 0.00 -0.00 (loc) 8 8 7 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 61 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-7-12. (lb) - Max Horz 2=138(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 11 except 13=-115(LC 6), 9=-114(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 7 except 13=410(LC 10), 9=410(LC 11), 11=264(LC 10), 10=264(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-13=-273/162, 6-9=-273/161 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11 except (jt=lb) 13=115, 9=114. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss PB03 Truss Type GABLE Qty 2 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299732 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-5ZZmG3Jh69vUl82xkWP3LlERbIoQstTlprKWl0yJYOx Scale = 1:31.6 12 3 4 5 6 7 11 10 9 8 4x8 4x8 3x4 3x6 2x4 2x4 2x4 2x4 3x4 18-0-1 18-0-1 5-5-12 5-5-12 12-6-5 7-0-9 18-0-1 5-5-12 0-4-103-9-84-1-50-1-80-4-100-1-83-9-89.00 12 Plate Offsets (X,Y)-- [2:0-1-13,0-1-8], [3:0-4-0,0-1-6], [5:0-4-0,0-1-6], [6:0-1-13,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.21 0.21 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.02 0.00 -0.01 (loc) 7 7 6 7 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 52 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-7-12. (lb) - Max Horz 2=84(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 9, 11, 6 Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 8=363(LC 11), 9=278(LC 11), 11=333(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 9, 11, 6. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss PB04 Truss Type GABLE Qty 9 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299733 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-Zl78UOKJtT1LNId7IDwIuzmbTi9EbG2v2V43HSyJYOw Scale = 1:52.5 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 4x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-6-6 24-6-6 11-0-2 11-0-2 20-0-2 9-0-0 24-6-6 4-6-4 0-4-108-1-91-4-98-3-10-1-80-3-150-1-89.00 12 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.27 0.18 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.02 0.00 -0.00 (loc) 10 10 9 9 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 79 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 22-5-14. (lb) - Max Horz 2=-188(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 11, 9 except 15=-109(LC 6), 12=-113(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 9 except 13=478(LC 1), 15=426(LC 10), 16=264(LC 1), 12=406(LC 11), 11=351(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-15=-267/159, 6-12=-254/160, 7-11=-262/107 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 11, 9 except (jt=lb) 15=109, 12=113. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss PB05 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299734 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-1ygWhkLyen9C?SCJswSXQAJqy6X?KoD2G9pcquyJYOv Scale = 1:9.6 1 2 3 4 5 6 8 7 5x6 5x6 2x4 2x4 2x4 2x4 3-9-5 3-9-5 3-9-5 3-9-5 0-5-101-3-101-5-150-1-80-5-100-1-81-2-214.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:0-3-9,0-2-8], [4:0-3-9,0-2-8], [5:0-2-10,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.03 0.02 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5 5 5 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 2-9-1. (lb) - Max Horz 2=24(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 5, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 5, 7, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5, 7, 8. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss PB06 Truss Type Piggyback Qty 4 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299735 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-1ygWhkLyen9C?SCJswSXQAJqo6XtKoE2G9pcquyJYOv Scale = 1:13.2 12 3 4 5 6 4x6 2x4 2x4 2x4 3-9-5 3-9-5 1-10-10 1-10-10 3-9-5 1-10-10 0-5-102-2-70-1-80-5-100-1-814.00 12 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) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.04 0.02 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 4 4 4 4 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=92/2-9-1, 4=92/2-9-1, 6=74/2-9-1 Max Horz 2=-43(LC 4) Max Uplift 2=-20(LC 6), 4=-23(LC 7) Max Grav 2=92(LC 1), 4=92(LC 1), 6=82(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss PB07 Truss Type GABLE Qty 2 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299736 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-V8Euv4MaP4H3ccnWPezmzOszZWsw3EdCVpZAMLyJYOu Scale = 1:31.2 12 3 4 5 6 7 8 9 15 14 13 12 11 10 4x8 4x8 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 18-0-1 18-0-1 15-7-11 15-7-11 18-0-1 2-4-7 0-4-101-5-81-9-50-1-80-4-100-1-81-5-89.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-6], [7:0-4-0,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.17 0.10 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 8 8 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-10. REACTIONS.All bearings 16-7-12. (lb) - Max Horz 2=30(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 11, 12, 14, 8, 15 Max Grav All reactions 250 lb or less at joint(s) 2, 10, 8, 15 except 11=335(LC 10), 12=326(LC 1), 14=267(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-11=-253/103 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 11, 12, 14, 8, 15. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss T01 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299737 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-zKoH6QMCAOPwEmMizLU?VbOy7wzQoTmLkTIjunyJYOt Scale = 1:78.9 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 1118 19 20 21 22 23 24 3x8 5x6 3x6 8x10 3x6 3x6 2x4 3x8 3x4 3x6 3x6 3x4 6x10 6x6 5x8 3x6 7-3-5 7-3-5 14-3-3 6-11-13 24-5-11 10-2-9 34-8-4 10-2-9 42-8-0 7-11-12 -0-10-8 0-10-8 7-3-5 7-3-5 14-3-3 6-11-13 21-0-14 6-9-11 27-10-9 6-9-11 34-8-4 6-9-11 42-8-0 7-11-12 0-7-1411-1-1511-4-48-8-511-1-159.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-0-14], [2:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.88 0.98 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.41 -0.77 0.11 0.07 (loc) 14-16 14-16 11 14-16 l/defl >999 >665 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 223 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-17: 2x4 SPF-S Stud WEDGE Left: 2x10 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-8-5 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 6-16, 6-14, 8-12, 9-12 2 Rows at 1/3 pts 10-11 REACTIONS.(lb/size) 2=2148/0-3-8, 11=2192/Mechanical Max Horz 2=298(LC 6) Max Uplift 2=-54(LC 6), 11=-121(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3078/200, 3-5=-2504/261, 5-6=-1888/255, 6-8=-2128/244, 8-9=-1290/183, 9-10=-1421/160, 10-11=-2030/228 BOT CHORD 2-17=-291/2319, 16-17=-291/2319, 14-16=-194/2143, 12-14=-169/1942 WEBS 3-17=0/306, 3-16=-552/185, 5-16=-32/1058, 6-16=-597/212, 8-14=0/647, 8-12=-1266/131, 10-12=-136/1880 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 2 = 16%, joint 2 = 16% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 11=121. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss T02 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299738 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-RXMfJmNqxiXnswxuX3?E2px7CJN2XwfVz72HQDyJYOs Scale = 1:76.1 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 1118 19 20 21 22 23 3x6 6x8 3x8 5x8 3x4 8x10 3x6 3x6 2x4 3x6 2x4 4x8 4x8 4x8 4x6 3x6 7-7-13 7-7-13 15-0-1 7-4-5 24-0-2 9-0-1 33-0-3 9-0-1 42-8-0 9-7-13 -0-10-8 0-10-8 7-7-13 7-7-13 15-0-1 7-4-5 24-0-2 9-0-1 33-0-3 9-0-1 39-0-0 5-11-13 42-8-0 3-8-0 0-7-1411-10-158-8-511-10-159.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge], [2:0-3-0,0-0-14], [5:0-4-8,0-1-12], [8:0-5-4,0-2-8], [12:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.86 0.76 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.32 -0.63 0.11 0.07 (loc) 11-12 11-12 11 2-17 l/defl >999 >812 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 228 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-5,8-10: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-17: 2x4 SPF-S Stud WEDGE Left: 2x10 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-7-1 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 5-14, 6-14, 8-14, 8-12, 10-11, 9-11 REACTIONS.(lb/size) 2=2172/0-3-8, 11=2207/Mechanical Max Horz 2=-266(LC 4) Max Uplift 2=-70(LC 6), 11=-126(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3110/233, 3-5=-2455/300, 5-6=-2014/316, 6-8=-2014/316, 8-9=-1595/261 BOT CHORD 2-17=-153/2343, 15-17=-153/2343, 14-15=-127/1852, 12-14=-125/1450, 11-12=-115/715 WEBS 3-17=0/362, 3-15=-646/191, 5-15=-19/751, 5-14=-219/405, 6-14=-624/261, 8-14=-76/980, 8-12=-655/146, 9-12=-21/1368, 9-11=-2068/196 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 2 = 12%, joint 2 = 12% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 11=126. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss T03 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299739 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-vjw1X6OSi?feT3W55mWTb0UIsjimGQKeBnnqzgyJYOr Scale = 1:76.1 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 1118 19 20 21 22 3x6 6x8 3x12 5x8 2x4 8x10 3x6 3x6 2x4 3x6 2x4 4x8 4x6 4x8 4x6 3x6 7-7-13 7-7-13 15-0-1 7-4-5 24-0-2 9-0-1 33-0-3 9-0-1 42-11-8 9-11-5 -0-10-8 0-10-8 7-7-13 7-7-13 15-0-1 7-4-5 24-0-2 9-0-1 33-0-3 9-0-1 39-0-0 5-11-13 42-11-8 3-11-8 0-7-1411-10-158-7-311-10-159.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge], [2:0-3-0,0-0-14], [5:0-4-8,0-1-12], [8:0-5-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.87 0.79 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.36 -0.71 0.11 0.07 (loc) 11-12 11-12 11 2-17 l/defl >999 >725 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 229 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-5,8-10: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-17: 2x4 SPF-S Stud WEDGE Left: 2x10 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-6-9 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 5-14, 6-14, 8-14, 8-12, 10-11 2 Rows at 1/3 pts 9-11 REACTIONS.(lb/size) 2=2188/0-3-8, 11=2223/0-3-8 Max Horz 2=302(LC 6) Max Uplift 2=-58(LC 6), 11=-116(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3136/204, 3-5=-2481/270, 5-6=-2047/278, 6-8=-2047/279, 8-9=-1643/205 BOT CHORD 2-17=-283/2363, 15-17=-283/2363, 14-15=-155/1873, 12-14=-104/1496, 11-12=-83/775 WEBS 3-17=0/362, 3-15=-645/192, 5-15=-19/752, 5-14=-201/424, 6-14=-624/261, 8-14=-103/960, 8-12=-621/161, 9-12=-42/1341, 9-11=-2087/238 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 2 = 12%, joint 2 = 12% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 11=116. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss T04 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299740 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-s52nyoQiEdvLjNgTCBYxgRZmVXM3kIixf4Gx1YyJYOp Scale = 1:89.8 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 8x8 6x8 4x6 6x6 4x8 5x12 5x12 3x8 MT18HS 3x4 3x4 3x4 2x4 3x6 3x12 2x4 2x4 5x6 4x8 6x16 5x6 5x6 3x6 6-7-12 6-7-12 13-0-0 6-4-4 21-2-11 8-2-11 29-3-11 8-0-15 37-6-6 8-2-11 42-11-8 5-5-2 43-0-0 0-0-8 47-7-0 4-7-0 48-7-0 1-0-0 -0-10-8 0-10-8 6-7-12 6-7-12 13-0-0 6-4-4 21-2-11 8-2-11 29-3-11 8-0-15 37-6-6 8-2-11 43-0-0 5-5-10 47-7-0 4-7-0 48-7-0 1-0-0 0-7-1410-4-147-0-111-1-412-6-02-5-612-6-09.00 12 4.00 12 Plate Offsets (X,Y)-- [2:1-0-0,0-0-4], [3:0-4-0,0-4-8], [4:0-5-4,0-3-0], [16:0-7-4,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.34 0.93 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.46 0.14 0.07 (loc) 20-22 20-22 16 20 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 305 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-21,16-19: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-23,3-22,14-16,10-16,12-13,12-14,11-16: 2x4 SPF-S Stud 8-16: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-8 max.): 4-8, 11-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15,13-14. 1 Row at midpt 9-16 WEBS 1 Row at midpt 3-22, 5-20, 8-16 2 Rows at 1/3 pts 7-17 REACTIONS.(lb/size) 2=2022/0-3-8, 16=2632/0-3-8 Max Horz 2=340(LC 6) Max Uplift 2=-105(LC 5), 16=-253(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2853/209, 3-4=-2485/291, 4-5=-2293/346, 5-7=-2292/346, 7-8=-1032/247 BOT CHORD 2-23=-311/2165, 22-23=-311/2165, 20-22=-206/1895, 18-20=-180/2051, 17-18=-180/2051, 16-17=-83/1009, 9-16=-348/157 WEBS 3-23=0/264, 3-22=-356/162, 4-22=-12/528, 4-20=-193/732, 5-20=-512/214, 7-20=-63/385, 7-18=0/455, 7-17=-1632/154, 8-17=-30/1577, 8-16=-2283/184 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-10-8 to 48-5-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=105, 16=253. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss T05 Truss Type PIGGYBACK BASE Qty 5 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299741 8.220 s Nov 3 2018 MiTek Industries, Inc. Tue Nov 13 18:45:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-KhqWIT9WLJdcEMSoFcHhVYDzXrLi?PFOivU5QRyJW1H Scale = 1:102.8 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 4x6 6x8 3x6 5x8 2x4 4x6 2x4 3x6 2x4 3x4 3x6 3x4 3x4 3x4 6x10 5x12 3x4 5x12 2x4 5x6 7-0-0 7-0-0 15-0-0 8-0-0 22-11-8 7-11-8 23-0-0 0-0-8 31-6-6 8-6-6 41-3-0 9-8-10 42-7-0 1-4-0 7-0-0 7-0-0 15-0-0 8-0-0 23-0-0 8-0-0 31-6-6 8-6-6 36-4-11 4-10-5 41-3-0 4-10-5 42-1-8 0-10-8 42-7-0 0-5-8 45-1-8 2-6-8 5-1-1410-4-147-2-01-4-412-6-02-5-62-1-212-6-09.00 12 4.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-4-8,0-1-12], [6:0-5-4,0-2-8], [10:0-6-6,0-2-2], [11:0-2-8,0-2-8], [18:0-4-12,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.89 0.63 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.34 0.02 0.01 (loc) 18-19 14-16 13 19 l/defl >999 >685 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 272 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 10-12: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-22,11-13,11-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-6, 8-14, 10-11. Except: 6-0-0 oc bracing: 8-10 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17,13-14. 1 Row at midpt 5-18 WEBS 1 Row at midpt 2-21, 3-18, 6-18, 7-16, 7-10, 10-16 JOINTS 1 Brace at Jt(s): 10 REACTIONS.(lb/size) 22=985/0-3-8, 18=2128/0-3-8, 13=846/0-3-8 Max Horz 22=205(LC 6) Max Uplift 22=-27(LC 5), 18=-317(LC 5), 13=-179(LC 7) Max Grav 22=992(LC 10), 18=2128(LC 1), 13=853(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-773/118, 2-3=-544/136, 6-7=-273/141, 10-23=-387/182, 11-23=-397/174, 1-22=-942/64, 11-13=-907/229 BOT CHORD 20-21=-73/524, 20-24=-73/524, 19-24=-73/524, 19-25=-20/544, 18-25=-20/544, 5-18=-535/214, 15-16=-27/290, 14-15=-27/290 WEBS 3-19=0/380, 3-18=-1130/120, 16-18=0/256, 6-18=-605/141, 6-16=-1/289, 7-10=-409/76, 1-21=-41/614, 11-14=-22/485 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 45-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 22, 317 lb uplift at joint 18 and 179 lb uplift at joint 13. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss T06 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299742 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-oU9YNTRzmE93yhpsKcbPlsezTK0bCDTE6Ol16RyJYOn Scale = 1:71.8 1 2 3 4 5 6 7 8 15 14 13 12 11 10 916 17 18 19 20 21 2x4 6x8 3x6 5x8 3x4 3x8 3x4 3x6 3x12 2x4 4x6 3x8 4x6 4x6 3x6 9-0-1 9-0-1 18-0-2 9-0-1 27-0-3 9-0-1 36-11-0 9-10-13 3-9-0 3-9-0 9-0-1 5-3-1 18-0-2 9-0-1 27-0-3 9-0-1 33-0-0 5-11-13 36-11-0 3-11-0 5-1-1411-10-158-7-511-10-159.00 12 4.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-1-8], [6:0-5-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.95 0.99 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.34 -0.67 0.06 0.04 (loc) 9-10 9-10 9 9-10 l/defl >999 >659 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 215 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 13-15: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-15,2-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-2 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 3-12, 4-12, 6-12, 6-10, 2-15, 8-9, 7-9 REACTIONS.(lb/size) 15=1885/0-3-8, 9=1914/0-3-8 Max Horz 15=-331(LC 4) Max Uplift 15=-9(LC 6), 9=-128(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1529/247, 3-4=-1546/285, 4-6=-1546/286, 6-7=-1362/245 BOT CHORD 14-15=-159/782, 12-14=-127/1147, 10-12=-126/1233, 9-10=-118/649 WEBS 2-14=-103/658, 3-12=-206/709, 4-12=-629/260, 6-12=-64/581, 6-10=-402/145, 7-10=-18/1084, 2-15=-1792/94, 7-9=-1757/196 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15 except (jt=lb) 9=128. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss T07 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299743 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-GgjwapSbWYHwarO2tJ6eI4BDIkOPxhjNL2VbetyJYOm Scale = 1:77.1 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 1121 22 23 24 25 2x4 5x8 3x6 5x6 5x6 3x6 3x6 4x6 3x4 2x4 3x4 3x6 5x8 3x4 6x10 4x8 4x6 4x6 3x8 5x12 9-0-1 9-0-1 16-3-13 7-3-11 23-7-8 7-3-11 27-0-3 3-4-11 35-9-0 8-8-13 36-11-0 1-2-0 3-9-0 3-9-0 9-0-1 5-3-1 16-3-13 7-3-11 23-7-8 7-3-11 27-0-3 3-4-11 33-0-0 5-11-13 35-9-0 2-9-0 36-11-0 1-2-0 5-1-1411-10-158-7-51-0-011-10-159.00 12 4.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-0], [13:0-4-12,0-2-0], [15:0-7-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.63 0.89 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.26 -0.55 0.14 0.05 (loc) 13-14 19-20 11 15 l/defl >999 >797 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 258 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 13-15: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 15-17,1-20,2-20,11-13,10-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-12 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13,11-12. WEBS 1 Row at midpt 3-19, 3-17, 4-17, 4-15, 6-14, 8-13, 2-20, 10-11 REACTIONS.(lb/size) 20=1770/0-3-8, 11=1707/0-3-8 Max Horz 20=-331(LC 4) Max Uplift 20=-9(LC 6), 11=-128(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1415/248, 3-4=-1346/279, 4-6=-1344/274, 6-7=-1165/249, 7-8=-1289/241, 10-11=-1681/101 BOT CHORD 19-20=-160/729, 17-19=-127/1053, 6-15=0/277, 14-15=-171/1339, 13-14=-127/667 WEBS 2-19=-102/589, 3-17=-199/604, 4-17=-512/241, 15-17=-183/1211, 6-14=-647/92, 8-14=-24/856, 8-13=-1462/186, 2-20=-1662/98, 10-13=-124/1439 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20 except (jt=lb) 11=128. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss T08 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299744 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-ktHIo9TDHrPnB_zER1dtqHkLy8n_g6dWaiE8AJyJYOl Scale = 1:83.1 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 1323 24 25 26 27 3x6 6x8 3x6 5x8 5x6 8x10 3x6 3x6 2x4 6x10 3x4 2x4 3x6 2x4 3x6 8x8 3x4 4x6 4x6 3x8 8x16 7-7-13 7-7-13 15-0-1 7-4-5 22-3-13 7-3-11 29-7-8 7-3-11 33-0-3 3-4-11 41-9-0 8-8-13 42-11-0 1-2-0 -0-10-8 0-10-8 7-7-13 7-7-13 15-0-1 7-4-5 22-3-13 7-3-11 29-7-8 7-3-11 33-0-3 3-4-11 39-0-0 5-11-13 41-9-0 2-9-0 42-11-0 1-2-0 0-7-1411-10-158-7-51-0-011-10-159.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge], [2:0-3-0,0-0-14], [5:0-4-8,0-1-12], [9:0-5-4,0-2-8], [17:0-4-4,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.83 0.68 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.27 -0.54 0.20 0.08 (loc) 15-16 15-16 13 19-20 l/defl >999 >952 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 273 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 2-21,15-17,18-21: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-22,17-19,13-15,12-15: 2x4 SPF-S Stud WEDGE Left: 2x10 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15,13-14. 1 Row at midpt 8-17 WEBS 1 Row at midpt 3-20, 5-19, 6-19, 6-17, 9-16, 10-15, 12-13 REACTIONS.(lb/size) 2=2087/0-3-8, 13=1997/0-3-8 Max Horz 2=-267(LC 4) Max Uplift 2=-70(LC 6), 13=-126(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2979/234, 3-5=-2310/304, 5-6=-1859/315, 6-8=-1682/301, 8-9=-1681/300, 9-10=-1574/261, 11-12=-286/143, 12-13=-1938/120 BOT CHORD 2-22=-151/2241, 20-22=-151/2241, 19-20=-126/1734, 8-17=-338/131, 16-17=-138/1426, 15-16=-127/794 WEBS 3-22=0/376, 3-20=-666/189, 5-20=-31/712, 5-19=-211/368, 6-19=-301/258, 17-19=-176/1654, 6-17=-382/41, 9-17=-101/872, 9-16=-533/118, 10-16=-23/1103, 10-15=-1762/185, 12-15=-122/1667 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 2 = 16%, joint 2 = 16% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 13=126. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss T09 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299745 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:03:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-C3rg?VTr29Yep8YR?k86NVGV6Y5SPb5goM_iimyJYOk Scale = 1:76.3 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 1118 19 20 21 22 3x6 6x8 3x8 5x8 3x4 8x10 3x6 3x6 2x4 3x6 2x4 4x8 4x6 4x8 4x6 3x6 7-7-13 7-7-13 15-0-1 7-4-5 24-0-2 9-0-1 33-0-3 9-0-1 42-11-0 9-10-13 -0-10-8 0-10-8 7-7-13 7-7-13 15-0-1 7-4-5 24-0-2 9-0-1 33-0-3 9-0-1 39-0-0 5-11-13 42-11-0 3-11-0 0-7-1411-10-158-7-511-10-159.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge], [2:0-3-0,0-0-14], [5:0-4-8,0-1-12], [8:0-5-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.87 0.79 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.36 -0.70 0.11 0.07 (loc) 11-12 11-12 11 2-17 l/defl >999 >737 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 229 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-5,8-10: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-17: 2x4 SPF-S Stud WEDGE Left: 2x10 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-6-8 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 5-14, 6-14, 8-14, 8-12, 10-11 2 Rows at 1/3 pts 9-11 REACTIONS.(lb/size) 2=2186/0-3-8, 11=2222/0-3-8 Max Horz 2=-267(LC 4) Max Uplift 2=-70(LC 6), 11=-126(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3133/235, 3-5=-2478/302, 5-6=-2044/318, 6-8=-2043/318, 8-9=-1637/264 BOT CHORD 2-17=-151/2361, 15-17=-151/2361, 14-15=-125/1871, 12-14=-125/1491, 11-12=-118/767 WEBS 3-17=0/362, 3-15=-645/191, 5-15=-19/751, 5-14=-220/422, 6-14=-624/261, 8-14=-75/964, 8-12=-626/143, 9-12=-16/1346, 9-11=-2085/194 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 2 = 12%, joint 2 = 12% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 11=126. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss T10 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299746 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-9SzRQBV5amoM2Sip69AaSwMsKLkitTWzGgToneyJYOi Scale = 1:89.5 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 1323 24 25 26 27 3x6 5x8 3x6 5x12 3x4 8x10 3x6 2x4 2x4 6x16 4x6 2x4 3x6 2x4 3x6 5x12 3x4 6x16 5x12 4x6 4x6 7-7-13 7-7-13 15-0-1 7-4-5 20-6-5 5-6-3 26-0-8 5-6-3 27-6-8 1-6-0 33-0-3 5-5-11 42-11-0 9-10-13 -0-10-8 0-10-8 7-7-13 7-7-13 15-0-1 7-4-5 20-6-5 5-6-3 26-0-8 5-6-3 27-6-8 1-6-0 33-0-3 5-5-11 39-0-0 5-11-13 42-11-0 3-11-0 0-7-1411-10-158-7-52-0-011-10-159.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge], [2:0-3-0,0-0-14], [5:0-5-12,0-1-12], [10:0-9-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.82 1.00 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.52 -0.97 0.19 0.09 (loc) 13-14 13-14 13 17 l/defl >995 >531 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 283 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 2-21: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-22,14-16: 2x4 SPF-S Stud WEDGE Left: 2x10 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-14 max.): 5-10. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 8-17, 9-16 WEBS 1 Row at midpt 3-20, 6-19, 10-14, 12-13, 11-13 REACTIONS.(lb/size) 2=2063/0-3-8, 13=2011/Mechanical Max Horz 2=-267(LC 4) Max Uplift 2=-70(LC 6), 13=-126(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2945/234, 3-5=-2265/305, 5-6=-1820/312, 6-8=-2050/310, 8-9=-2049/309, 9-10=-1979/305, 10-11=-1440/264 BOT CHORD 2-22=-150/2215, 20-22=-150/2215, 19-20=-126/1695, 16-17=-186/1983, 9-16=-669/98, 13-14=-118/687 WEBS 3-22=0/390, 3-20=-681/187, 5-20=-39/663, 5-19=-211/418, 6-19=-807/201, 17-19=-164/1892, 6-17=-73/507, 9-17=-31/416, 14-16=-126/1403, 10-16=-128/1410, 10-14=-1119/182, 11-14=-14/1143, 11-13=-1853/199 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 2 = 16%, joint 2 = 16% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 13=126. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss T11 Truss Type Hip Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299747 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-deXpdXWkL4wDgcH0gtip?7u03l61cul6VKCMJ4yJYOh Scale = 1:82.1 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 3x8 5x6 3x6 8x10 3x6 2x4 2x4 6x8 3x4 3x6 2x4 3x8 3x4 3x6 3x6 5x12 5x12 6x6 3x16 MT18HS 7-3-5 7-3-5 14-3-3 6-11-13 24-5-11 10-2-9 34-8-4 10-2-9 37-10-0 3-1-12 42-11-0 5-1-0 -0-10-8 0-10-8 7-3-5 7-3-5 14-3-3 6-11-13 21-0-14 6-9-11 27-10-9 6-9-11 34-8-4 6-9-11 37-10-0 3-1-12 42-11-0 5-1-0 0-7-1411-1-1511-4-47-7-51-0-011-1-159.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-0-14], [2:0-1-4,Edge], [13:0-2-12,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.88 0.86 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.39 -0.72 0.10 0.07 (loc) 17-19 17-19 12 17-19 l/defl >999 >710 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 248 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 2-18,14-16: 2x4 SPF 2100F 1.8E, 16-18: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-20,13-15: 2x4 SPF-S Stud WEDGE Left: 2x10 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-7-13 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15,13-14. 1 Row at midpt 10-13 WEBS 1 Row at midpt 3-19, 6-19, 6-17, 8-15, 9-13, 11-12 REACTIONS.(lb/size) 2=2153/0-3-8, 12=2133/Mechanical Max Horz 2=297(LC 6) Max Uplift 2=-55(LC 6), 12=-122(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3087/202, 3-5=-2510/264, 5-6=-1893/257, 6-8=-2142/247, 8-9=-1298/186, 9-10=-1131/180, 10-11=-1160/136, 11-12=-2008/223 BOT CHORD 2-20=-290/2326, 19-20=-290/2326, 17-19=-193/2153, 15-17=-171/1958 WEBS 3-20=0/310, 3-19=-555/184, 5-19=-34/1060, 6-19=-605/211, 8-17=0/645, 8-15=-1267/136, 9-15=0/961, 13-15=-63/1447, 9-13=-931/18, 11-13=-162/1844 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 2 = 12%, joint 2 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 12=122. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss T12 Truss Type Common Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299748 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-deXpdXWkL4wDgcH0gtip?7u3Jl9Wc126VKCMJ4yJYOh Scale = 1:72.8 12 3 4 5 8 7 69 10 4x6 3x4 4x6 3x8 5x8 2x4 4x6 9-3-6 9-3-6 12-7-0 3-3-10 -0-10-8 0-10-8 4-0-0 4-0-0 9-3-6 5-3-6 12-7-0 3-3-10 1-0-1411-10-138-0-1014.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-14], [5:Edge,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.68 0.64 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.44 0.00 0.01 (loc) 7-8 7-8 6 7-8 l/defl >839 >334 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 82 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-7,5-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS.(lb/size) 6=519/0-3-8, 8=616/0-3-8 Max Horz 8=384(LC 5) Max Uplift 6=-81(LC 6), 8=-6(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-315/93, 3-4=-336/172, 5-6=-558/89, 2-8=-338/117 BOT CHORD 7-8=-211/267 WEBS 5-7=-126/355 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss T13 Truss Type Roof Special Qty 2 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299749 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-5q4BrtXM6O24ImsCEaD2XLRJp9XYLVFGj_yvsXyJYOg Scale = 1:76.2 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 4x6 2x4 2x4 5x12 2x4 2x4 4x6 3x6 3x4 5x12 3x8 6x8 2-2-0 2-2-0 10-5-0 8-3-0 12-7-0 2-2-0 -0-10-8 0-10-8 2-2-0 2-2-0 5-0-0 2-10-0 9-3-6 4-3-6 10-5-0 1-1-10 12-7-0 2-2-0 1-0-1411-10-138-0-101-0-014.00 12 Plate Offsets (X,Y)-- [5:Edge,0-1-14], [7:Edge,0-1-5], [10:0-3-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.37 0.46 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.43 0.03 0.02 (loc) 10-11 10-11 8 10-11 l/defl >885 >346 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 97 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-12: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 6-10 WEBS 1 Row at midpt 7-8 REACTIONS.(lb/size) 13=608/0-3-8, 8=528/0-3-8 Max Horz 13=384(LC 5) Max Uplift 13=-6(LC 7), 8=-81(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-741/59, 3-4=-749/154, 4-5=-265/155, 2-13=-630/100, 7-8=-558/66 BOT CHORD 10-11=-217/290 WEBS 4-10=-261/196, 4-11=-187/390, 11-13=-351/317, 2-11=0/431, 7-10=-141/388 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss T14 Truss Type COMMON Qty 3 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299750 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-Z1eZ2CX_thAxvvQOoHkH4YzTuZtW4pdPyehTOzyJYOf Scale = 1:65.5 1 2 3 4 5 6 7 11 10 9 8 4x6 3x6 3x8 4x6 4x6 2x4 3x8 3x8 2x4 8-2-14 8-2-14 16-5-12 8-2-14 -0-10-8 0-10-8 3-9-0 3-9-0 8-2-14 4-5-14 12-8-12 4-5-14 16-5-12 3-9-0 17-4-4 0-10-8 1-0-1410-8-41-0-1414.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.41 0.48 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.22 0.01 0.12 (loc) 9-11 9-11 8 9-11 l/defl >999 >888 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 88 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 11=709/0-10-0, 8=709/0-10-0 Max Horz 11=264(LC 5) Max Uplift 11=-174(LC 6), 8=-174(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-225/295, 3-4=-524/407, 4-5=-524/407, 5-6=-225/295, 2-11=-273/271, 6-8=-273/271 BOT CHORD 9-11=-187/356, 8-9=-79/356 WEBS 4-9=-508/420, 3-11=-446/51, 5-8=-446/51 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=174, 8=174. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss T15 Truss Type COMMON Qty 3 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299751 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-1DCyGYYce?IoX3?aL?FWcmWemzDtpO7YBIR0wPyJYOe Scale = 1:65.5 1 2 3 4 5 9 8 7 6 2x4 4x6 2x4 3x6 3x8 4x6 4x6 3x6 3x6 8-2-2 8-2-2 16-4-0 8-1-14 3-8-4 3-8-4 8-2-2 4-5-14 12-8-0 4-5-14 16-4-0 3-8-0 1-1-1210-8-41-2-114.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.41 0.47 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.21 0.01 0.01 (loc) 7-9 7-9 6 7 l/defl >999 >902 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 84 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=642/0-3-8, 6=642/0-3-8 Max Horz 9=260(LC 5) Max Uplift 9=-29(LC 7), 6=-30(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-522/174, 3-4=-522/174 BOT CHORD 7-9=-129/355, 6-7=0/353 WEBS 3-7=-156/414, 2-9=-462/38, 4-6=-468/38 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss T16 Truss Type Half Hip Qty 2 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299752 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-1DCyGYYce?IoX3?aL?FWcmWbazH4pPmYBIR0wPyJYOe Scale = 1:47.0 1 2 3 4 7 6 5 5x6 2x4 2x4 4x6 6x8 3x4 5-6-5 5-6-5 6-9-12 1-3-7 -0-10-8 0-10-8 5-6-5 5-6-5 6-9-12 1-3-7 1-0-147-4-67-6-47-0-140-3-87-4-614.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.61 0.20 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 -0.00 0.01 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 46 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 9-0-9 oc bracing. REACTIONS.(lb/size) 7=327/0-3-8, 5=256/0-1-8 Max Horz 7=256(LC 6) Max Uplift 5=-130(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-276/0 BOT CHORD 6-7=-427/165 WEBS 3-5=-294/236, 2-6=-116/394 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=130. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss T18 Truss Type Hip Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299753 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-VPmKTuZEPJQf9Danviml9z3nUMbLYqyiPyAZSsyJYOd Scale = 1:44.4 1 2 3 4 5 6 7 13 12 11 10 9 814 6x6 6x6 2x4 3x6 3x6 3x8 2x4 3x6 5x8 2x4 5x8 5-0-8 5-0-8 10-9-8 5-9-0 16-6-8 5-9-0 21-7-0 5-0-8 -0-10-8 0-10-8 5-0-8 5-0-8 10-9-8 5-9-0 16-6-8 5-9-0 21-7-0 5-0-8 22-5-8 0-10-8 1-7-57-4-17-5-151-7-57-4-114.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [3:0-3-15,0-3-0], [5:0-3-15,0-3-0], [6:Edge,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.47 0.33 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.09 0.01 0.01 (loc) 10-12 10-12 8 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 110 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-10,5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 13=1020/0-3-8, 8=1020/0-3-8 Max Horz 13=191(LC 5) Max Uplift 13=-35(LC 6), 8=-35(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-949/130, 3-4=-776/164, 4-5=-776/164, 5-6=-948/130, 2-13=-986/122, 6-8=-986/122 BOT CHORD 10-12=-119/543, 9-10=-44/542 WEBS 3-10=-119/403, 4-10=-406/165, 5-10=-119/403, 2-12=-74/496, 6-9=-76/495 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss T19 Truss Type Hip Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299754 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-zcKigEasAcYVmN9zTQH_iBbr7mstHKdrecw7?IyJYOc Scale = 1:51.2 1 2 3 4 5 6 11 10 9 8 712 6x6 6x6 2x4 3x6 4x6 4x8 6x8 2x4 6x8 6-3-15 6-3-15 15-3-1 8-11-2 21-7-0 6-3-15 -0-10-8 0-10-8 6-3-15 6-3-15 15-3-1 8-11-2 21-7-0 6-3-15 22-5-8 0-10-8 1-7-58-10-18-11-151-7-58-10-114.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [3:0-3-15,0-3-0], [4:0-3-15,0-3-0], [5:Edge,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.93 0.69 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.46 0.01 0.01 (loc) 8-10 8-10 7 8-10 l/defl >999 >551 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 107 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-10,3-8,4-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-15 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS.(lb/size) 11=1034/0-3-8, 7=995/0-3-8 Max Horz 11=228(LC 5) Max Uplift 11=-38(LC 6), 7=-38(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1010/129, 3-4=-536/163, 4-5=-959/129, 2-11=-1017/120, 5-7=-969/120 BOT CHORD 10-11=-265/288, 8-10=-114/568 WEBS 3-10=0/268, 4-8=0/268, 2-10=-101/524, 5-8=-104/482 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss T20 Truss Type Hip Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299755 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-Rou4uaaUxwgMOXk917pDEO88kAEt0fF?tGfgXkyJYOb Scale = 1:59.3 1 2 3 4 5 6 78 13 12 11 10 914 6x6 6x6 3x6 3x8 4x6 3x6 4x6 2x4 3x6 3x6 3x4 7-7-6 7-7-6 13-11-10 6-4-4 21-7-0 7-7-6 -0-10-8 0-10-8 3-6-0 3-6-0 7-7-6 4-1-6 13-11-10 6-4-4 18-1-0 4-1-6 21-7-0 3-6-0 22-5-8 0-10-8 1-7-510-4-110-5-151-7-510-4-114.00 12 Plate Offsets (X,Y)-- [4:0-3-15,0-3-0], [5:0-3-15,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.42 0.52 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.19 0.02 0.01 (loc) 10-12 9-10 9 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 124 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-12,5-12,5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS.(lb/size) 13=984/0-3-8, 9=1004/0-3-8 Max Horz 13=264(LC 5) Max Uplift 13=-40(LC 6), 9=-40(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-828/191, 4-5=-481/177, 5-6=-852/191 BOT CHORD 12-13=-169/491, 10-12=-38/496, 9-10=0/504 WEBS 4-12=-38/270, 5-10=-58/282, 3-13=-821/11, 6-9=-849/11 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss T21 Truss Type Hip Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299756 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-Rou4uaaUxwgMOXk917pDEO85fAEM0go?tGfgXkyJYOb Scale = 1:71.6 12 3 4 5 6 7 8 13 12 11 10 914 15 16 17 18 6x6 6x6 3x6 3x8 4x6 3x6 4x6 2x4 3x8 3x8 2x4 8-10-13 8-10-13 12-8-3 3-9-6 21-7-0 8-10-13 -0-10-8 0-10-8 3-6-0 3-6-0 8-10-13 5-4-13 12-8-3 3-9-6 18-1-0 5-4-13 21-7-0 3-6-0 22-5-8 0-10-8 1-7-511-10-111-11-151-7-511-10-114.00 12 Plate Offsets (X,Y)-- [4:0-3-15,0-3-0], [5:0-3-15,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.62 0.55 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.40 0.02 0.01 (loc) 9-10 9-10 9 10 l/defl >999 >635 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 131 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-12,5-12,5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS.(lb/size) 13=961/0-3-8, 9=968/0-3-8 Max Horz 13=-301(LC 4) Max Uplift 13=-41(LC 6), 9=-41(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-792/194, 4-5=-428/194, 5-6=-801/194 BOT CHORD 12-13=-185/483, 10-12=-36/433, 9-10=0/488 WEBS 4-12=-64/263, 5-10=-70/263, 3-13=-797/45, 6-9=-805/45 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss T22 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299757 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-w_SS5wb7iEoD0hJMarKSnchGkaZhl7T86wPD3ByJYOa Scale = 1:71.8 12 3 4 5 6 7 8 13 12 11 10 914 15 16 17 18 4x6 8x8 3x6 3x8 4x6 3x6 4x6 2x4 3x8 3x8 2x4 8-10-14 8-10-14 12-8-2 3-9-5 21-7-0 8-10-14 -0-10-8 0-10-8 3-6-0 3-6-0 8-10-14 5-4-14 12-8-2 3-9-5 18-1-0 5-4-14 21-7-0 3-6-0 22-5-8 0-10-8 1-7-512-0-01-7-512-0-014.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0], [5:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.60 0.54 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.45 0.02 0.01 (loc) 9-10 9-10 9 10 l/defl >999 >565 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 131 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-12,5-12,5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS.(lb/size) 13=1035/0-3-8, 9=1041/0-3-8 Max Horz 13=303(LC 5) Max Uplift 13=-40(LC 6), 9=-40(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-828/192, 4-5=-453/194, 5-6=-834/192, 2-13=-254/109, 7-9=-254/109 BOT CHORD 12-13=-187/509, 10-12=-35/457, 9-10=0/512 WEBS 4-12=-64/279, 5-10=-68/285, 3-13=-769/52, 6-9=-774/52 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss T23 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299758 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-OA?qJGclTXw4dquY8YrhJpDWi_yfUhIIKa8nbdyJYOZ Scale = 1:67.9 1 23 4 5 6 7 8 13 12 11 10 9 18 4x6 8x8 3x6 5x12 4x6 3x12 2x4 3x6 2x4 2x4 3x8 2x4 7-6-14 7-6-14 11-4-2 3-9-5 15-11-8 4-7-6 16-0-0 0-0-8 20-3-0 4-3-0 -0-10-8 0-10-8 3-4-0 3-4-0 7-6-14 4-2-14 11-4-2 3-9-5 16-0-0 4-7-14 20-3-0 4-3-0 1-0-149-10-1412-0-01-7-52-1-212-0-014.00 12 Plate Offsets (X,Y)-- [5:0-3-2,0-2-0], [6:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.27 0.37 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.15 0.03 -0.01 (loc) 13-16 13-16 9 13-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 122 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-10: 2x4 SPF-S Stud WEBS 2x4 SPF No.2 *Except* 4-13,8-9,8-10: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-11 REACTIONS.(lb/size) 2=716/0-3-8, 11=938/0-3-8, 9=122/0-3-8 Max Horz 2=-261(LC 4) Max Uplift 2=-45(LC 6), 9=-65(LC 7) Max Grav 2=716(LC 1), 11=938(LC 1), 9=123(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-658/122, 4-5=-549/173, 5-6=-291/170, 6-7=-137/377 BOT CHORD 2-13=-166/388, 12-13=-58/258, 11-12=-59/256, 7-11=-312/302 WEBS 6-11=-557/114 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss T24 Truss Type Common Qty 2 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299759 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-sNZDWcdNDr2xF_TkiGMws1mZ2NCTD3eRZEuK83yJYOY Scale = 1:74.1 12 3 4 56 9 8 710 11 4x6 2x4 3x4 5x6 3x8 3x4 3x4 4x8 9-5-8 9-5-8 15-11-8 6-6-0 -0-10-8 0-10-8 4-6-0 4-6-0 9-5-8 4-11-8 14-5-0 4-11-8 15-11-8 1-6-8 1-0-1412-1-54-6-514.00 12 Plate Offsets (X,Y)-- [3:0-2-4,0-3-0], [4:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.80 0.71 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.23 -0.51 0.01 0.01 (loc) 8-9 8-9 7 8-9 l/defl >823 >371 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 93 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=659/0-3-8, 9=776/0-3-8 Max Horz 9=286(LC 5) Max Uplift 7=-60(LC 6), 9=-20(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-428/150, 3-4=-501/173, 4-5=-498/171, 2-9=-435/164 BOT CHORD 8-9=-127/364 WEBS 4-8=-140/318, 5-7=-694/163 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 9. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss TG01 Truss Type Half Hip Girder Qty 1 Ply 2 Wedgewood 29 Bridgemont Job Reference (optional) I35299760 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-olhzxHedlSIfUId7pgOOxSryJBr0hxUk0YNRCyyJYOW Scale = 1:74.9 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 1119 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 6x6 3x6 2x4 10x10 6x16 4x8 3x6 2x4 4x8 3x8 2x4 2x4 5x8 2x4 5x8 3x6 4x8 5-8-11 5-8-11 11-1-13 5-5-3 18-10-10 7-8-13 26-9-3 7-10-9 34-7-11 7-10-9 42-8-0 8-0-5 -0-10-8 0-10-8 5-8-11 5-8-11 11-1-13 5-5-3 18-10-10 7-8-13 26-9-3 7-10-9 34-7-11 7-10-9 42-8-0 8-0-5 0-7-148-9-159-0-48-9-159.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.63 0.90 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.43 0.13 0.26 (loc) 14-15 14-15 11 14-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 482 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18,3-17: 2x4 SPF-S Stud, 5-17,5-14,9-14,9-11: 2x4 SPF 2100F 1.8E WEDGE Left: 2x10 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-1 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 9-6-8 oc bracing. WEBS 1 Row at midpt 10-11, 9-11 REACTIONS.(lb/size) 11=4676/Mechanical, 2=4247/0-3-8 Max Horz 2=279(LC 5) Max Uplift 11=-2247(LC 3), 2=-1630(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6450/2619, 3-4=-5782/2558, 4-5=-4531/2062, 5-7=-5629/2660, 7-9=-5629/2660 BOT CHORD 2-18=-2149/4922, 17-18=-2149/4922, 15-17=-2760/5982, 14-15=-2760/5982, 12-14=-1793/3775, 11-12=-1793/3775 WEBS 3-18=-142/599, 3-17=-451/167, 4-17=-1434/3046, 5-17=-2212/1166, 5-15=-702/1389, 5-14=-517/202, 7-14=-453/182, 9-14=-1290/2720, 9-12=-772/1516, 9-11=-5499/2611 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=2247, 2=1630. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss TG01 Truss Type Half Hip Girder Qty 1 Ply 2 Wedgewood 29 Bridgemont Job Reference (optional) I35299760 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:14 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-GyFL8dfFWmQW6SBJNOvdUfO72bBFQOktFC6_kOyJYOV NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 662 lb down and 293 lb up at 7-2-9, 236 lb down and 142 lb up at 9-2-9, 243 lb down and 200 lb up at 11-2-9, 243 lb down and 200 lb up at 13-2-9, 243 lb down and 200 lb up at 15-2-9, 243 lb down and 200 lb up at 17-2-9, 243 lb down and 200 lb up at 19-2-9, 243 lb down and 200 lb up at 21-2-9, 243 lb down and 200 lb up at 23-2-9, 243 lb down and 200 lb up at 25-2-9, 243 lb down and 200 lb up at 27-2-9, 243 lb down and 200 lb up at 29-2-9, 243 lb down and 200 lb up at 31-2-9, 243 lb down and 200 lb up at 33-2-9, 243 lb down and 200 lb up at 35-2-9, 243 lb down and 200 lb up at 37-2-9, and 243 lb down and 200 lb up at 39-2-9, and 243 lb down and 200 lb up at 41-2-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-10=-60, 2-22=-20, 22-27=-60, 27-31=-20, 31-36=-60, 11-36=-20 Concentrated Loads (lb) Vert: 17=-243 19=-662 20=-236 21=-243 23=-243 24=-243 25=-243 26=-243 27=-243 28=-243 29=-243 30=-243 32=-243 33=-243 34=-243 35=-243 37=-243 38=-243 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803366 Truss TG02 Truss Type PIGGYBACK BASE Qty 2 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299761 8.220 s Nov 3 2018 MiTek Industries, Inc. Tue Nov 13 18:47:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-dNOIcwGDgaDZHVUUexwGEy1gxxldY0uxsDnze6yJW?r Scale = 1:102.8 1 2 3 4 5 6 7 89 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 5x6 5x8 4x8 6x8 2x4 4x6 2x4 3x6 2x4 3x4 3x6 3x6 3x4 4x6 8x16 5x12 3x4 5x12 2x4 5x6 7-0-0 7-0-0 15-0-0 8-0-0 22-11-8 7-11-8 23-0-0 0-0-8 31-6-6 8-6-6 41-3-0 9-8-10 42-7-0 1-4-0 7-0-0 7-0-0 15-0-0 8-0-0 23-0-0 8-0-0 31-6-6 8-6-6 36-4-11 4-10-5 41-3-0 4-10-5 42-1-8 0-10-8 42-7-0 0-5-8 45-1-8 2-6-8 5-1-1410-4-147-2-01-4-412-6-02-5-62-1-212-6-09.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-5-4,0-2-12], [6:0-1-12,0-4-0], [10:0-7-3,0-2-2], [11:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.92 0.60 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.34 0.02 0.02 (loc) 14-16 14-16 13 19 l/defl >999 >685 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 293 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 6-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-20: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 1-22,11-13,11-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-14 max.): 2-6, 8-14, 10-11. Except: 6-0-0 oc bracing: 8-10 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17,13-14. 1 Row at midpt 5-18 WEBS 1 Row at midpt 2-21, 2-19, 6-18, 7-16, 7-10, 10-16 2 Rows at 1/3 pts 3-18 JOINTS 1 Brace at Jt(s): 10 REACTIONS.(lb/size) 22=1329/0-3-8, 18=2411/0-3-8, 13=840/0-3-8 Max Horz 22=233(LC 5) Max Uplift 22=-78(LC 4), 18=-358(LC 4), 13=-180(LC 6) Max Grav 22=1337(LC 9), 18=2411(LC 1), 13=845(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1057/162, 2-23=-801/171, 23-24=-799/171, 3-24=-797/171, 6-7=-265/128, 10-25=-383/128, 11-25=-393/120, 1-22=-1287/116, 11-13=-900/144 BOT CHORD 20-21=-121/786, 20-26=-121/786, 19-26=-121/786, 19-27=-64/799, 18-27=-64/799, 5-18=-481/207, 15-16=-22/288, 14-15=-22/288 WEBS 2-21=-254/141, 3-19=0/388, 3-18=-1557/186, 6-18=-625/129, 6-16=0/294, 7-10=-403/60, 1-21=-80/947, 11-14=-17/481 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 22, 358 lb uplift at joint 18 and 180 lb uplift at joint 13. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-23=-60, 23-24=-310, 6-24=-60, 6-8=-60, 8-9=-60, 10-25=-20, 11-25=-60, 11-12=-60, 21-22=-20, 21-26=-60, 19-26=-20, 19-27=-60, 18-27=-20, 13-17=-20 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss TG03 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 29 Bridgemont Job Reference (optional) I35299762 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-hXxUnfh8php5zvwu2WTK5I0deoL2dmKJx9LfLjyJYOS Scale = 1:74.1 1 2 3 4 5 6 7 10 9 811 12 13 14 15 3x6 4x8 6x8 6x16 3x4 3x4 3x6 3x12 5x8 12x12 6-11-4 6-11-4 9-5-8 2-6-4 13-7-0 4-1-8 -0-10-8 0-10-8 4-10-8 4-10-8 9-5-8 4-7-0 13-7-0 4-1-8 1-0-1412-1-57-3-914.00 12 Plate Offsets (X,Y)-- [2:0-7-8,Edge], [6:Edge,0-2-0], [7:Edge,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.67 0.38 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.16 0.01 0.08 (loc) 2-10 2-10 8 2-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 229 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-9: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 3-8-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-9, 7-8 REACTIONS.(lb/size) 2=4127/0-3-8, 8=8316/0-3-8 Max Horz 2=278(LC 5) Max Uplift 2=-1146(LC 6), 8=-1653(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4650/1369, 4-6=-3208/890, 6-7=-3226/894, 7-8=-6042/1591 BOT CHORD 2-10=-973/2848, 9-10=-1581/4208 WEBS 4-10=-1790/4006, 4-9=-3590/1755, 6-9=-1236/4509, 7-9=-1075/4093 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-2-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1146, 8=1653. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4656 lb down and 2259 lb up at 6-11-4, 2172 lb down and 151 lb up at 8-10-8, and 2187 lb down and 155 lb up at 10-10-8, and 2192 lb down and 152 lb up at 12-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss TG03 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 29 Bridgemont Job Reference (optional) I35299762 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:17 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-hXxUnfh8php5zvwu2WTK5I0deoL2dmKJx9LfLjyJYOS LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-6=-60, 6-7=-60, 2-11=-20, 11-12=-60, 8-12=-20 Concentrated Loads (lb) Vert: 10=-4656(B) 13=-2172(B) 14=-2187(B) 15=-2192(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803366 Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 29 Bridgemont Job Reference (optional) I35299763 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-dv2ECLjOLI3oDD4HAxVoBj5ywctS5fAcPTqlQbyJYOQ Scale = 1:76.2 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 4x6 3x4 3x8 12x20 2x4 3x12 12x12 8x10 3x4 6x8 5x12 4x8 6x8 2-2-0 2-2-0 6-11-4 4-9-4 10-5-0 3-5-12 12-7-0 2-2-0 -0-10-8 0-10-8 2-2-0 2-2-0 6-11-4 4-9-4 9-3-6 2-4-2 10-5-0 1-1-10 12-7-0 2-2-0 1-0-1411-10-138-0-101-0-014.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-2-7], [7:Edge,0-1-5], [11:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.75 0.96 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.18 0.11 0.08 (loc) 10-11 10-11 8 10-11 l/defl >999 >804 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 232 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-13: 2x4 SPF-S Stud, 10-12: 2x6 SPF No.2, 8-9: 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-11,2-14,2-13,2-12,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-10, 7-8 REACTIONS.(lb/size) 14=3418/0-3-8, 8=6194/0-3-8 Max Horz 14=311(LC 5) Max Uplift 14=-1038(LC 6), 8=-1608(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4643/1619, 3-4=-4347/1479, 4-5=-1506/471, 5-6=-1766/565, 6-7=-1993/560, 2-14=-3438/1081, 7-8=-5910/1586 BOT CHORD 13-14=-471/234, 11-12=-1323/3057, 10-11=-1021/2753, 9-10=-110/1652, 6-10=-119/269 WEBS 3-11=-327/326, 4-11=-2341/5729, 4-10=-4222/1840, 5-10=-732/2234, 2-13=-291/763, 2-12=-1188/2785, 7-10=-1188/4488 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-11 2x4 - 1 row at 0-8-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=1038, 8=1608. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4464 lb down and 2254 lb up at 6-11-4, and 2113 lb down and 151 lb up at 8-10-8, and 1991 lb down and 155 lb up at 10-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 29 Bridgemont Job Reference (optional) I35299763 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:19 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-dv2ECLjOLI3oDD4HAxVoBj5ywctS5fAcPTqlQbyJYOQ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-7=-60, 13-14=-20, 10-12=-20, 8-9=-20 Concentrated Loads (lb) Vert: 11=-4464(F) 15=-2113(F) 16=-1991(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803366 Truss TG05 Truss Type Half Hip Girder Qty 1 Ply 2 Wedgewood 29 Bridgemont Job Reference (optional) I35299764 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-ZIA?c0letvJWSXEfHMXGG8BFzPa5ZYIvsnJsUUyJYOO Scale = 1:78.1 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 2223 24 25 26 27 28 29 30 31 32 33 34 35 36 37 6x6 3x6 6x8 3x12 6x16 4x8 3x8 2x4 6x10 3x6 2x4 4x6 4x6 3x4 5x12 3x6 4x8 5-8-4 5-8-4 11-1-13 5-5-9 19-11-11 8-9-14 28-11-4 8-11-10 37-10-0 8-10-12 42-11-0 5-1-0 -0-10-8 0-10-8 5-8-4 5-8-4 11-1-13 5-5-9 19-11-11 8-9-14 28-11-4 8-11-10 37-10-0 8-10-12 42-11-0 5-1-0 0-7-148-9-159-0-47-9-151-0-08-9-159.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-9], [11:0-3-12,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.90 0.95 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.43 0.10 0.26 (loc) 13-15 13-15 10 15-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 522 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 *Except* 8-12: 2x4 SPF No.2, 12-14,14-16: 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 9-10,3-18,3-17: 2x4 SPF-S Stud WEDGE Left: 2x10 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-8 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-10, 7-11 REACTIONS.(lb/size) 10=4484/Mechanical, 2=4249/0-3-8 Max Horz 2=279(LC 13) Max Uplift 10=-2242(LC 3), 2=-1644(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6445/2638, 3-4=-5807/2589, 4-5=-6004/2848, 5-7=-5209/2572, 7-8=-2714/1369, 8-9=-2718/1373, 9-10=-4071/2046 BOT CHORD 2-18=-2163/4918, 17-18=-2163/4918, 15-17=-2099/4573, 13-15=-2846/6001, 12-13=-411/773, 11-12=-398/622, 8-11=-454/189 WEBS 3-18=-125/559, 3-17=-415/152, 4-17=-779/1656, 4-15=-1184/2071, 5-15=-214/373, 5-13=-1089/423, 7-13=-881/1593, 11-13=-2175/4465, 7-11=-3278/1582, 9-11=-2424/4800 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=2242, 2=1644. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss TG05 Truss Type Half Hip Girder Qty 1 Ply 2 Wedgewood 29 Bridgemont Job Reference (optional) I35299764 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:21 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-ZIA?c0letvJWSXEfHMXGG8BFzPa5ZYIvsnJsUUyJYOO NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 662 lb down and 293 lb up at 7-2-9, 236 lb down and 142 lb up at 9-2-9, 243 lb down and 200 lb up at 11-2-9, 243 lb down and 200 lb up at 13-2-9, 243 lb down and 200 lb up at 15-2-9, 243 lb down and 200 lb up at 17-2-9, 243 lb down and 200 lb up at 19-2-9, 243 lb down and 200 lb up at 21-2-9, 243 lb down and 200 lb up at 23-2-9, 243 lb down and 200 lb up at 25-2-9, 243 lb down and 200 lb up at 27-2-9, 243 lb down and 200 lb up at 29-2-9, 243 lb down and 200 lb up at 31-2-9, 243 lb down and 200 lb up at 33-2-9, 243 lb down and 200 lb up at 35-2-9, 243 lb down and 200 lb up at 37-2-9, and 236 lb down and 203 lb up at 39-2-9, and 236 lb down and 203 lb up at 41-2-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-9=-60, 2-17=-20, 17-23=-60, 15-23=-20, 15-28=-60, 12-28=-20, 11-36=-20, 10-36=-60 Concentrated Loads (lb) Vert: 17=-243 13=-243 19=-662 20=-236 21=-243 22=-243 24=-243 25=-243 26=-243 27=-243 29=-243 30=-243 31=-243 32=-243 33=-243 34=-243 35=-236 37=-236 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803366 Truss TG06 Truss Type Half Hip Girder Qty 2 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299765 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-1UkNqMlGeDRN4gpsr33VoLjZyp34I3Q35R2Q1wyJYON Scale = 1:36.0 1 2 3 4 7 6 58 6x6 2x4 2x4 4x6 4x6 3x8 4-2-14 4-2-14 6-9-12 2-6-14 -0-10-8 0-10-8 4-2-14 4-2-14 6-9-12 2-6-14 1-0-145-10-66-0-45-4-140-5-85-10-614.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-12], [3:0-3-15,0-3-0], [5:0-4-7,0-1-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.31 0.26 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.00 0.01 (loc) 6 6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 44 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=538/0-3-8, 5=682/0-1-8 Max Horz 7=209(LC 5) Max Uplift 7=-92(LC 5), 5=-277(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-462/123, 2-7=-496/111 WEBS 3-6=-254/570, 3-5=-538/274, 2-6=-119/258 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=277. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 302 lb down and 212 lb up at 4-2-14, and 335 lb down and 103 lb up at 4-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-302 8=-335 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss TG07 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 29 Bridgemont Job Reference (optional) I35299766 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-zts7F2nXAqh5J_yEzU5zumovidjjm?NLYlXW5pyJYOL Scale = 1:39.6 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 6x6 6x6 2x4 4x6 3x8 2x4 3x8 3x6 2x4 3x6 3x8 3-9-2 3-9-2 10-9-8 7-0-7 17-9-15 7-0-7 21-7-0 3-9-1 -0-10-8 0-10-8 3-9-2 3-9-2 10-9-8 7-0-7 17-9-15 7-0-7 21-7-0 3-9-1 22-5-8 0-10-8 1-7-55-10-15-11-151-7-55-10-114.00 12 Plate Offsets (X,Y)-- [3:0-3-15,0-3-0], [5:0-3-15,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.30 0.44 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.11 0.02 0.06 (loc) 10-12 10-12 8 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 229 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-12,4-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 13=1935/0-3-8, 8=1945/0-3-8 Max Horz 13=152(LC 4) Max Uplift 13=-678(LC 4), 8=-683(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1905/754, 3-4=-1171/514, 4-5=-1177/516, 5-6=-1914/758, 2-13=-1997/728, 6-8=-2006/732 BOT CHORD 10-12=-863/2164, 9-10=-863/2164 WEBS 3-12=-486/1114, 4-12=-1271/497, 4-10=-345/1012, 4-9=-1263/493, 5-9=-490/1121, 2-12=-535/1266, 6-9=-540/1272 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=678, 8=683. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 260 lb down and 242 lb up at 3-9-2, 219 lb down and 110 lb up at 4-10-8, 219 lb down and 110 lb up at 6-10-8, 219 lb down and 110 lb up at 8-10-8, 219 lb down and 110 lb up at 10-10-8, 219 lb down and 110 lb up at 12-10-8, 219 lb down and 110 lb up at 14-10-8, and 219 lb down and 110 lb up at 16-10-8, and 260 lb down and 242 lb up at 17-9-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss TG07 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 29 Bridgemont Job Reference (optional) I35299766 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:24 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-zts7F2nXAqh5J_yEzU5zumovidjjm?NLYlXW5pyJYOL LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 8-13=-20 Concentrated Loads (lb) Vert: 12=-260 10=-219 9=-260 14=-219 15=-219 16=-219 17=-219 18=-219 19=-219 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803366 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299767 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-S3PVSOo9w8pyx8XQWCcCQ_L_H13xVXzVnPH4dFyJYOK Scale = 1:16.2 1 2 3 5 4 2x4 3x4 2x4 4x6 -0-6-8 0-6-8 4-7-8 4-7-8 1-1-112-8-34.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.69 0.45 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.02 -0.00 -0.01 (loc) 1 1 4 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=218/4-7-8, 4=170/4-7-8 Max Horz 5=68(LC 6) Max Uplift 5=-21(LC 4), 4=-33(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299768 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-wFzugkonhSxpYI6d4v7RzBuEgQSkEzPe030dAhyJYOJ Scale = 1:34.6 1 2 3 43x4 4x6 3x4 2x4 0-0-3 0-0-3 8-11-11 8-11-7 4-5-13 4-5-13 8-11-11 4-5-13 0-0-45-2-130-0-414.00 12 Plate Offsets (X,Y)-- [1:0-0-15,0-1-8], [2:Edge,0-1-14], [3:0-0-11,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.33 0.22 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=194/8-11-4, 3=194/8-11-4, 4=279/8-11-4 Max Horz 1=-118(LC 4) Max Uplift 1=-22(LC 7), 3=-17(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299769 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-OSXGt4pPSl3gAShpedegVPQS1qoAzRToEjmAi8yJYOI Scale = 1:25.5 1 2 3 43x4 4x6 3x4 2x4 0-0-3 0-0-3 6-4-13 6-4-10 3-2-7 3-2-7 6-4-13 3-2-7 0-0-43-8-130-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.16 0.20 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=134/6-4-6, 3=134/6-4-6, 4=194/6-4-6 Max Horz 1=-82(LC 4) Max Uplift 1=-18(LC 7), 3=-13(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299770 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-se5e4Qq1D3BXobG?CK9v2czeiEAciu3xTNVkEayJYOH Scale = 1:14.0 1 2 3 4 2x4 4x6 2x4 2x4 3-9-12 3-9-12 3-9-15 0-0-3 1-11-0 1-11-0 3-9-15 1-11-0 0-0-42-2-130-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.10 0.06 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=79/3-9-8, 3=79/3-9-8, 4=97/3-9-8 Max Horz 1=-45(LC 4) Max Uplift 1=-15(LC 7), 3=-12(LC 6) Max Grav 1=79(LC 1), 3=79(LC 1), 4=99(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299771 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-Kqf0Imrf_NJOPlrCl1h8bqWoUeVERLD5i1FHm0yJYOG Scale = 1:16.6 1 2 3 4 2x4 4x6 2x4 2x4 0-0-3 0-0-3 4-8-9 4-8-6 2-4-5 2-4-5 4-8-9 2-4-5 0-0-42-9-00-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.16 0.10 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=101/4-8-2, 3=101/4-8-2, 4=124/4-8-2 Max Horz 1=-58(LC 4) Max Uplift 1=-19(LC 7), 3=-16(LC 6) Max Grav 1=101(LC 1), 3=101(LC 1), 4=126(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299772 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-o1DOV5rIlgRF1vQOJlCN712_S2sEAoaExh_rJTyJYOF Scale = 1:13.3 1 2 3 4 2x4 4x6 2x4 2x4 0-0-3 0-0-3 3-6-14 3-6-10 1-9-7 1-9-7 3-6-14 1-9-7 0-0-42-1-00-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.09 0.05 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=73/3-6-7, 3=73/3-6-7, 4=89/3-6-7 Max Horz 1=-42(LC 4) Max Uplift 1=-14(LC 7), 3=-11(LC 6) Max Grav 1=73(LC 1), 3=73(LC 1), 4=91(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299773 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-kPL9wntYHIiyGDZnRAErCS8LkrXHeiHXO?TxNLyJYOD Scale = 1:9.9 1 2 3 2x4 3x4 2x4 0-0-3 0-0-3 2-5-2 2-4-15 1-2-9 1-2-9 2-5-2 1-2-9 0-0-41-5-00-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.04 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=72/2-4-11, 3=72/2-4-11 Max Horz 1=25(LC 5) Max Uplift 1=-3(LC 7), 3=-3(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299774 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-DcuX87uA2bqpuN8z_tl4lggUkFtKN9EgdfDVvnyJYOC Scale: 3/4"=1' 1 2 3 4 2x4 4x6 2x4 2x4 4-5-14 4-5-14 4-6-1 0-0-3 2-3-1 2-3-1 4-6-1 2-3-1 0-0-42-7-90-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.15 0.09 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=96/4-5-10, 3=96/4-5-10, 4=117/4-5-10 Max Horz 1=55(LC 5) Max Uplift 1=-18(LC 7), 3=-15(LC 6) Max Grav 1=96(LC 1), 3=96(LC 1), 4=120(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299775 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-hoSvLTvopvygWWj9YbGKItDgcfDH6cbqrJy2SEyJYOB Scale = 1:12.7 1 2 3 4 2x4 4x6 2x4 2x4 0-0-3 0-0-3 3-4-6 3-4-2 1-8-3 1-8-3 3-4-6 1-8-3 0-0-41-11-90-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.08 0.05 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=68/3-3-15, 3=68/3-3-15, 4=83/3-3-15 Max Horz 1=-39(LC 4) Max Uplift 1=-13(LC 7), 3=-11(LC 6) Max Grav 1=68(LC 1), 3=68(LC 1), 4=84(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss V10 Truss Type Valley Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299776 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-hoSvLTvopvygWWj9YbGKItDhLfD06cnqrJy2SEyJYOB Scale = 1:9.3 1 2 3 2x4 3x4 2x4 0-0-3 0-0-3 2-2-10 2-2-7 1-1-5 1-1-5 2-2-10 1-1-5 0-0-41-3-90-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.03 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=63/2-2-3, 3=63/2-2-3 Max Horz 1=-22(LC 4) Max Uplift 1=-2(LC 7), 3=-2(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss V11 Truss Type Valley Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299777 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-9_0HZpvQaD4X7gIL6IoZq5mir3Thr30z4zic_gyJYOA Scale = 1:20.8 1 2 32x4 2x4 2x4 4-9-7 4-9-7 0-0-43-7-19.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.68 0.42 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=168/4-9-2, 3=168/4-9-2 Max Horz 1=97(LC 6) Max Uplift 3=-51(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss V12 Truss Type Valley Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299778 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-dBagm9w2LWCOlqtYg0JoNII1ZSv1aWG6JdR9W6yJYO9 Scale = 1:9.1 1 2 3 2x4 2x4 2x4 1-8-2 1-8-2 0-0-41-3-19.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.05 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=44/1-7-12, 3=44/1-7-12 Max Horz 1=25(LC 6) Max Uplift 3=-13(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job B18803366 Truss V13 Truss Type Valley Qty 1 Ply 1 Wedgewood 29 Bridgemont Job Reference (optional) I35299779 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 16:04:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-dBagm9w2LWCOlqtYg0JoNIIz9StxaWG6JdR9W6yJYO9 Scale = 1:14.9 1 2 3 2x4 2x4 2x4 3-2-6 3-2-6 0-0-42-4-139.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.26 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=105/3-2-1, 3=105/3-2-1 Max Horz 1=61(LC 6) Max Uplift 3=-32(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System General Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.