Loading...
HomeMy WebLinkAbout19JGB - 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). Liu, Xuegang Pages or sheets covered by this seal: I30864833 thru I30864871 My license renewal date for the state of Indiana is July 31, 2018. B17702156 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 19 Jackson’s Grant 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. August 24,2017 Job B17702156 Truss GE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864833 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:24 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-1K70DFVFqbVTuOze3hQDFjLjZ8p00TxNCdfBrNykhQz Scale = 1:97.8 1 2 3 4 5 6 78 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 2x4 3x4 3x6 4x6 3x6 3x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 26-3-0 26-3-0 -1-4-0 1-4-0 13-1-8 13-1-8 26-3-0 13-1-8 27-7-0 1-4-0 1-0-010-10-21-0-09.00 12 Plate Offsets (X,Y)-- [39:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.18 0.12 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.01 0.01 (loc) 25 25 26 25 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 193 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 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 13-36, 12-37, 11-38, 14-35, 15-34 REACTIONS.All bearings 26-3-0. (lb) - Max Horz 47=257(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 37, 38, 40, 41, 42, 43, 44, 45, 34, 33, 32, 31, 30, 29, 28 except 47=-189(LC 4), 26=-121(LC 5), 46=-184(LC 5), 27=-141(LC 4) Max Grav All reactions 250 lb or less at joint(s) 26, 36, 37, 38, 40, 41, 42, 43, 44, 45, 46, 35, 34, 33, 32, 31, 30, 29, 28, 27 except 47=256(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 12-13=-17/256, 13-14=-17/256 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; cantilever left and right exposed ; end 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) 37, 38, 40, 41, 42, 43, 44, 45, 34, 33, 32, 31, 30, 29, 28 except (jt=lb) 47=189, 26=121, 46=184, 27=141. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss GE02 Truss Type GABLE COMMON Qty 1 Ply 1 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864834 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:28 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-w5MX3dYlup?uN0HPIWU9PZWChl3OyCiz7FdO_8ykhQv Scale = 1:91.4 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 61 62 3x6 5x8 5x6 5x8 3x4 3x6 8x8 3x6 4x6 3x6 5x12 6x16 4x6 6x6 7-5-12 7-5-12 14-8-0 7-2-4 20-3-8 5-7-8 25-11-0 5-7-8 26-3-0 0-4-0 31-9-8 5-6-8 37-11-8 6-2-0 -1-4-0 1-4-0 7-5-12 7-5-12 14-8-0 7-2-4 20-3-8 5-7-8 25-3-0 4-11-8 25-11-0 0-8-0 31-9-8 5-10-8 37-11-8 6-2-0 1-0-012-0-00-10-81-7-212-0-09.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-2-0], [7:0-3-12,0-1-12], [9:0-2-8,0-3-4], [12:Edge,0-7-4], [44:0-1-11,0-1-0] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.94 0.54 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.19 0.01 0.03 (loc) 20-22 20-22 12 20-22 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 358 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* 2-23,11-12: 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19. 1 Row at midpt 8-17 WEBS 1 Row at midpt 3-20, 5-19, 6-19, 7-17 REACTIONS.All bearings 12-0-0 except (jt=length) 23=0-3-8. (lb) - Max Horz 23=292(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 23, 12, 17 except 14=-179(LC 2) Max Grav All reactions 250 lb or less at joint(s) 16, 15 except 23=1255(LC 10), 12=279(LC 11), 17=1424(LC 1), 17=1424(LC 1), 13=461(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1473/112, 3-4=-998/136, 4-5=-853/182, 5-6=-468/179, 6-7=-460/177, 2-23=-1193/146 BOT CHORD 22-23=-309/326, 21-22=-180/1077, 21-61=-180/1077, 20-61=-180/1077, 20-62=-129/689, 19-62=-129/689, 8-17=-453/192 WEBS 3-22=0/265, 3-20=-523/174, 5-20=-36/605, 5-19=-512/71, 6-19=-365/155, 7-19=-129/1020, 7-17=-872/138, 10-13=-280/66, 2-22=0/810 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; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 12, 17 except (jt=lb) 14=179. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss GE03 Truss Type GABLE COMMON Qty 1 Ply 1 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864835 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:32 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-otc2v_bGy2VKrdbAXMZ5ZPhwJNRRu25Z2tbc7vykhQr Scale = 1:103.5 1 2 3 4 5 6 7 8 9 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 3x6 6x8 5x6 12x12 3x6 4x6 3x6 3x6 4x6 3x8 6x8 3x8 5x6 4x6 10x10 7-5-12 7-5-12 14-8-0 7-2-4 21-7-8 6-11-8 25-3-0 3-7-8 31-5-4 6-2-4 37-11-0 6-5-12 -1-4-0 1-4-0 7-5-12 7-5-12 14-8-0 7-2-4 21-7-8 6-11-8 25-3-0 3-7-8 31-5-4 6-2-4 37-11-0 6-5-12 1-0-012-0-00-10-141-7-212-0-09.00 12 Plate Offsets (X,Y)-- [5:0-4-8,0-1-12], [7:0-4-0,0-2-0], [8:0-3-0,0-3-0], [10:Edge,0-8-4], [14:0-5-8,0-4-0], [25:Edge,0-10-4], [34:0-1-10,0-1-0] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.77 0.53 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.15 0.01 0.01 (loc) 23-25 23-25 10 11-13 l/defl >999 >588 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 369 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* 2-25,9-10: 2x4 SPF-S Stud OTHERS 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.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 6-14 WEBS 1 Row at midpt 3-17, 5-17, 5-14, 7-13, 8-13 REACTIONS.All bearings 21-7-8 except (jt=length) 10=0-3-8. (lb) - Max Horz 25=292(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 25, 15, 17, 10, 18 except 22=-551(LC 2) Max Grav All reactions 250 lb or less at joint(s) 16, 19, 20, 21 except 25=446(LC 10), 15=948(LC 1), 15=948(LC 1), 23=832(LC 2), 17=448(LC 1), 10=643(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-288/90, 7-8=-359/143, 8-9=-743/83, 2-25=-382/111, 9-10=-585/73 BOT CHORD 24-25=-309/315, 23-24=-309/315, 14-15=-959/111, 6-14=-858/148, 12-13=0/519, 11-12=0/519 WEBS 3-23=-351/101, 5-17=-295/57, 6-13=-49/527, 8-13=-441/153, 8-11=0/252, 9-11=0/339 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; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 15, 17, 10, 18 except (jt=lb) 22=551. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss GE04 Truss Type GABLE Qty 1 Ply 1 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864836 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:32 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-otc2v_bGy2VKrdbAXMZ5ZPh4XNYiu47Z2tbc7vykhQr Scale = 1:58.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 2x4 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-11-0 15-11-0 -1-4-0 1-4-0 7-11-8 7-11-8 15-11-0 7-11-8 17-3-0 1-4-0 0-10-146-10-80-10-149.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.18 0.07 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 15 15 16 15 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 91 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 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. REACTIONS.All bearings 15-11-0. (lb) - Max Horz 28=-163(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 28, 16, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17 Max Grav All reactions 250 lb or less at joint(s) 28, 16, 22, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17 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; cantilever left and right exposed ; end 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) 28, 16, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss GE05 Truss Type GABLE Qty 1 Ply 1 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864837 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:33 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-H3AQ6KcuiMdBTn9N444K6dDCjmqJdTXiHXL9fLykhQq Scale = 1:103.4 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 32 31 30 2928 27 26 25 24 23 22 21 20 19 18 3334 35 3x6 3x6 4x6 3x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 18-1-8 18-1-8 -1-4-0 1-4-0 9-0-12 9-0-12 18-1-8 9-0-12 19-5-8 1-4-0 2-8-1411-9-102-8-1412.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.35 0.36 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 17 17 18 17 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 158 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 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 7-26, 11-23 JOINTS 1 Brace at Jt(s): 33, 34, 35 REACTIONS.All bearings 18-1-8. (lb) - Max Horz 32=299(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 27, 28, 30, 22, 21, 20 except 32=-499(LC 4), 18=-486(LC 5), 26=-108(LC 6), 31=-504(LC 5), 23=-109(LC 7), 19=-492(LC 4) Max Grav All reactions 250 lb or less at joint(s) 26, 27, 28, 30, 23, 22, 21, 20 except 32=515(LC 5), 18=501(LC 4), 25=277(LC 7), 31=474(LC 4), 24=275(LC 6), 19=462(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-32=-268/298, 2-3=-260/301, 5-6=-25/259, 6-7=-25/315, 7-8=-22/414, 8-9=-40/322, 9-10=-40/322, 10-11=-22/414, 11-12=-25/315, 12-13=-25/259, 15-16=-252/293, 16-18=-260/290 WEBS 9-33=-285/0, 25-34=-286/0, 24-35=-286/0 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; cantilever left and right exposed ; end 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) 27, 28, 30, 22, 21, 20 except (jt=lb) 32=499, 18=486, 26=108, 31=504, 23=109, 19=492. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss GE06 Truss Type GABLE Qty 1 Ply 1 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864838 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:34 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-lFkoKgdWTfl25xkZenbZfqmNSA90MxksWB4jBoykhQp Scale = 1:100.0 1 2 3 4 5 6 7 8 910 11 12 13 14 15 16 17 18 19 20 21 22 23 24 2526 27 5150 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 2928 3x6 3x6 3x6 4x6 3x6 3x6 3x6 3x6 28-7-0 28-7-0 -1-4-0 1-4-0 14-3-8 14-3-8 28-7-0 14-3-8 29-11-0 1-4-0 2-4-1413-1-82-4-149.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.35 0.33 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.01 0.01 (loc) 27 27 28 27 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 258 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 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 14-39, 13-40, 12-42, 11-43, 10-44, 15-38, 16-37, 17-36, 18-35 REACTIONS.All bearings 28-7-0. (lb) - Max Horz 51=325(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 42, 43, 44, 45, 46, 47, 48, 49, 37, 36, 35, 34, 33, 32, 31, 30 except 51=-539(LC 4), 28=-505(LC 5), 50=-515(LC 5), 29=-485(LC 4) Max Grav All reactions 250 lb or less at joint(s) 40, 42, 43, 44, 45, 46, 47, 48, 49, 38, 37, 36, 35, 34, 33, 32, 31, 30 except 51=543(LC 5), 28=509(LC 4), 39=360(LC 7), 50=517(LC 4), 29=486(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-51=-285/310, 2-3=-268/302, 7-8=-20/252, 8-9=-18/279, 9-10=0/288, 10-11=-18/324, 11-12=-18/361, 12-13=-18/409, 13-14=-21/406, 14-15=-21/406, 15-16=-18/409, 16-17=-18/361, 17-18=-18/324, 18-19=0/288, 19-20=-18/279, 20-21=-18/252, 25-26=-249/283, 26-28=-265/290 WEBS 14-39=-399/0 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; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 42, 43, 44, 45, 46, 47, 48, 49, 37, 36, 35, 34, 33, 32, 31, 30 except (jt=lb) 51=539, 28=505, 50=515, 29=485. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss GE07 Truss Type GABLE Qty 1 Ply 1 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864839 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:35 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-DSHAX0d8Eztvi5JlCU6oB2JYCaV45OF?krqGjEykhQo Scale = 1:100.0 1 2 3 4 5 6 7 8 910 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 5049 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 2827 3x6 3x6 3x6 4x6 3x6 3x6 3x6 3x6 28-7-0 28-7-0 -1-4-0 1-4-0 14-3-8 14-3-8 28-7-0 14-3-8 2-4-1413-1-82-4-149.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.35 0.34 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.01 0.00 (loc) 1 1 27 2 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 256 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 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 14-38, 13-39, 12-41, 11-42, 10-43, 15-37, 16-36, 17-35, 18-34 REACTIONS.All bearings 28-7-0. (lb) - Max Horz 50=338(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 41, 42, 43, 44, 45, 46, 47, 48, 36, 35, 34, 33, 32, 31, 30, 29 except 50=-531(LC 4), 27=-495(LC 5), 49=-552(LC 5), 28=-455(LC 4) Max Grav All reactions 250 lb or less at joint(s) 39, 41, 42, 43, 44, 45, 46, 47, 48, 37, 36, 35, 34, 33, 32, 31, 30, 29 except 50=586(LC 5), 27=488(LC 4), 38=343(LC 6), 49=510(LC 4), 28=486(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-50=-310/305, 2-3=-292/298, 8-9=-21/255, 9-10=-3/264, 10-11=-21/300, 11-12=-21/337, 12-13=-21/384, 13-14=-23/383, 14-15=-26/383, 15-16=-24/384, 16-17=-24/337, 17-18=-24/300, 18-19=0/264, 19-20=-24/255, 25-26=-241/259, 26-27=-254/265 WEBS 14-38=-376/0, 3-49=-236/258 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 and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 41, 42, 43, 44, 45, 46, 47, 48, 36, 35, 34, 33, 32, 31, 30, 29 except (jt=lb) 50=531, 27=495, 49=552, 28=455. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss GE08 Truss Type GABLE Qty 1 Ply 1 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864840 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:36 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-herZkMem?H?mKEuxmCd1kFrmV_vAqtB8zVZpGgykhQn Scale = 1:53.2 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 2x4 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-11-0 10-11-0 -1-4-0 1-4-0 5-5-8 5-5-8 10-11-0 5-5-8 12-3-0 1-4-0 1-2-146-8-61-2-1412.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.19 0.10 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 11 11 12 11 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 68 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 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. REACTIONS.All bearings 10-11-0. (lb) - Max Horz 20=164(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 15, 14 except 20=-121(LC 4), 12=-106(LC 5), 19=-117(LC 5), 13=-108(LC 4) Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 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; cantilever left and right exposed ; end 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) 17, 18, 15, 14 except (jt=lb) 20=121, 12=106, 19=117, 13=108. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss GE09 Truss Type GABLE Qty 1 Ply 1 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864841 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:37 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-9qPxyhfOma7dyOT8Jv9GGSOxHOFBZLSIC9JNo6ykhQm Scale: 1/8"=1’ 1 2 3 4 5 6 78 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 2625 2x4 3x4 3x6 4x6 3x6 3x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 25-11-0 25-11-0 -1-4-0 1-4-0 12-11-8 12-11-8 25-11-0 12-11-8 0-10-1410-7-80-10-149.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.18 0.11 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.01 0.00 (loc) 1 1 25 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 186 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 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 13-35, 12-36, 11-37, 14-34, 15-33 REACTIONS.All bearings 25-11-0. (lb) - Max Horz 46=264(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 36, 37, 39, 40, 41, 42, 43, 44, 34, 33, 32, 31, 30, 29, 28, 27 except 46=-190(LC 4), 25=-107(LC 5), 45=-191(LC 5), 26=-148(LC 7) Max Grav All reactions 250 lb or less at joint(s) 25, 35, 36, 37, 39, 40, 41, 42, 43, 44, 45, 34, 33, 32, 31, 30, 29, 28, 27, 26 except 46=277(LC 5) 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; cantilever left and right exposed ; end 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) 36, 37, 39, 40, 41, 42, 43, 44, 34, 33, 32, 31, 30, 29, 28, 27 except (jt=lb) 46=190, 25=107, 45=191, 26=148. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss M01 Truss Type MONO TRUSS Qty 14 Ply 1 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864842 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:37 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-9qPxyhfOma7dyOT8Jv9GGSOxoOGJZM5IC9JNo6ykhQm Scale = 1:9.4 1 2 3 42x4 2x4 2x4 1-11-8 1-11-8 -1-4-0 1-4-0 1-11-8 1-11-8 0-4-31-0-00-8-80-3-81-0-04.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 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 4 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 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=184/0-3-8, 4=40/0-1-8 Max Horz 2=29(LC 5) Max Uplift2=-65(LC 4) Max Grav 2=184(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; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss PB01 Truss Type GABLE Qty 18 Ply 1 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864843 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:38 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-d1zJ91g1XuGTZY2KtdgVpgx5mnZtIoARRp2wKZykhQl Scale = 1:30.6 12 3 4 5 6 4x6 3x4 3x4 2x4 10-7-0 10-7-0 5-3-8 5-3-8 10-7-0 5-3-8 0-4-103-11-100-1-80-4-100-1-89.00 12 Plate Offsets (X,Y)-- [2:0-1-13,0-1-8], [4:0-1-13,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.20 0.21 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.02 0.00 -0.01 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 29 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.(lb/size)2=222/9-2-11, 4=222/9-2-11, 6=345/9-2-11 Max Horz 2=-83(LC 4) Max Uplift2=-35(LC 6), 4=-42(LC 7) 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; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss PBE01 Truss Type GABLE Qty 2 Ply 1 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864844 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:38 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-d1zJ91g1XuGTZY2KtdgVpgx8BnccIpvRRp2wKZykhQl Scale = 1:30.6 12 3 4 5 6 7 8 9 14 13 12 11 10 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-7-0 10-7-0 5-3-8 5-3-8 10-7-0 5-3-8 0-4-103-11-100-1-80-4-100-1-89.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.04 0.03 0.03 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: 36 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 9-2-11. (lb) - Max Horz 2=-83(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 13, 14, 11, 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; cantilever left and right exposed ; end 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 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) 2, 13, 14, 11, 10. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss T01 Truss Type PIGGYBACK BASE Qty 5 Ply 1 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864845 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:39 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-5DXhNNgfICOKBidWRKBkLtTC?Bnf16RbfToUt?ykhQk Scale = 1:92.2 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 29 30 31 3x6 6x8 5x6 5x8 8x10 4x6 3x6 2x4 2x4 3x8 4x6 3x6 2x4 3x6 2x4 2x4 5x12 5x12 7-5-12 7-5-12 14-8-0 7-2-4 20-3-8 5-7-8 25-11-0 5-7-8 26-3-0 0-4-0 31-9-8 5-6-8 37-11-8 6-2-0 -1-4-0 1-4-0 7-5-12 7-5-12 14-8-0 7-2-4 20-3-8 5-7-8 25-3-0 4-11-8 25-11-0 0-8-0 31-9-8 5-10-8 37-11-8 6-2-0 1-0-012-0-00-10-81-7-212-0-09.00 12 Plate Offsets (X,Y)-- [6:0-4-8,0-1-12], [8:0-3-12,0-1-12], [10:0-2-4,0-3-0], [13:0-4-14,0-0-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.49 0.75 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.22 0.02 0.03 (loc) 17-18 18-20 15 20-23 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 218 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* 4-20,11-15,11-14,15-17: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-6-0, Right 2x6 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 9-15 WEBS 1 Row at midpt 4-18, 6-17, 7-17, 8-15 REACTIONS.(lb/size)2=1322/0-3-8, 13=448/0-4-0, 15=1736/0-3-8 Max Horz 2=268(LC 5) Max Uplift2=-106(LC 6), 13=-79(LC 7) Max Grav 2=1324(LC 10), 13=460(LC 11), 15=1736(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1528/169, 4-5=-991/189, 5-6=-858/237, 6-7=-433/239, 7-8=-425/237, 8-9=-119/292, 11-12=-384/148, 12-13=-275/0 BOT CHORD 2-29=-177/1139, 20-29=-177/1139, 19-20=-177/1139, 19-30=-177/1139, 18-30=-177/1139, 18-31=-123/693, 17-31=-123/693, 9-15=-411/151, 14-15=-34/307, 13-14=-34/307 WEBS 4-20=0/330, 4-18=-599/177, 6-18=-32/652, 6-17=-581/37, 7-17=-354/153, 11-15=-420/140, 11-14=0/261, 8-17=-74/1075, 8-15=-1024/129 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; cantilever left and right exposed ; end 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 except (jt=lb) 2=106. 7) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss T02 Truss Type PIGGYBACK BASE Qty 4 Ply 1 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864846 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:39 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-5DXhNNgfICOKBidWRKBkLtTBABr518AbfToUt?ykhQk Scale: 1/8"=1’ 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 23 24 3x6 6x8 5x6 5x6 5x12 4x6 3x6 3x4 4x6 3x4 3x6 2x4 3x8 6x10 4x8 3x6 4x6 7-5-12 7-5-12 14-8-0 7-2-4 21-7-8 6-11-8 21-11-8 0-4-0 25-3-0 3-3-8 31-3-8 6-0-8 37-7-8 6-4-0 -1-4-0 1-4-0 7-5-12 7-5-12 14-8-0 7-2-4 21-7-8 6-11-8 25-3-0 3-7-8 31-3-8 6-0-8 37-7-8 6-4-0 1-0-012-0-01-1-81-7-212-0-09.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-1-6], [8:0-4-0,0-2-0], [10:0-3-0,0-1-12], [14:0-7-12,0-4-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.54 0.47 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.14 0.02 0.04 (loc) 16-18 16-18 11 18-21 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 205 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* 4-16,6-16,6-14,7-13,8-13: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 7-14 WEBS 1 Row at midpt 4-16, 6-14, 8-13, 9-13 REACTIONS.(lb/size)2=1020/0-3-8, 11=526/Mechanical, 14=1779/0-3-8 Max Horz 2=281(LC 5) Max Uplift2=-107(LC 6), 11=-72(LC 7) Max Grav 2=1028(LC 10), 11=552(LC 11), 14=1779(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-266/0, 3-4=-903/149, 4-5=-524/167, 5-6=-390/214, 9-10=-591/131, 10-11=-493/107 BOT CHORD 2-23=-177/798, 18-23=-177/798, 17-18=-177/798, 17-24=-177/798, 16-24=-177/798, 7-14=-938/145, 12-13=-3/393 WEBS 4-18=0/356, 4-16=-641/179, 6-16=-24/499, 14-16=-137/320, 6-14=-827/39, 7-13=-14/630, 9-13=-421/143 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; cantilever left and right exposed ; end 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 6 = 4% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 2=107. 9) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss T03 Truss Type PIGGYBACK BASE Qty 6 Ply 1 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864847 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:40 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-ZP53ajhH3VWBpsCj?2izu50NQbAJmbiku7X1PRykhQj Scale: 1/8"=1’ 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 28 29 30 3x6 6x8 5x6 5x12 4x6 3x6 3x4 4x6 3x6 3x6 2x4 3x8 6x10 4x8 5x6 2x4 3x12 4x6 7-5-12 7-5-12 14-8-0 7-2-4 21-7-8 6-11-8 21-11-8 0-4-0 25-3-0 3-3-8 31-5-4 6-2-4 37-11-0 6-5-12 -1-4-0 1-4-0 7-5-12 7-5-12 14-8-0 7-2-4 21-7-8 6-11-8 25-3-0 3-7-8 31-5-4 6-2-4 37-11-0 6-5-12 1-0-012-0-00-10-141-7-212-0-09.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-1-6], [8:0-4-0,0-2-0], [9:0-2-12,0-3-0], [11:0-6-8,Edge], [15:0-7-12,0-4-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.45 0.47 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.15 0.02 0.04 (loc) 17-19 17-19 15 19-22 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 204 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* 4-19,15-17,9-14,9-12: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-6-0, Right 2x6 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 7-15 WEBS 1 Row at midpt 4-17, 6-15, 8-14, 9-14 REACTIONS.(lb/size)2=1039/0-3-8, 15=1777/0-3-8, 11=630/0-3-8 Max Horz 2=268(LC 5) Max Uplift2=-115(LC 6), 11=-96(LC 7) Max Grav 2=1039(LC 1), 15=1777(LC 1), 11=652(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-266/0, 3-4=-920/169, 4-5=-542/188, 5-6=-409/235, 8-9=-285/224, 9-10=-549/168, 10-11=-303/0 BOT CHORD 2-28=-155/811, 19-28=-155/811, 18-19=-155/811, 18-29=-155/811, 17-29=-155/811, 7-15=-949/126, 13-14=-47/518, 12-13=-47/518, 12-30=-48/514, 11-30=-48/514 WEBS 4-19=0/355, 4-17=-639/177, 6-17=-18/493, 15-17=-114/339, 6-15=-800/20, 7-14=0/647, 9-14=-513/149, 9-12=0/265 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; cantilever left and right exposed ; end 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 6 = 4% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 2=115. 8) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss T04 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864848 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:41 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-2bfSo3ivqpe2Q0nvYlDCRIYXn?WbV2At7nHaxuykhQi Scale = 1:97.0 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 29 30 3x6 5x8 5x8 5x12 4x6 3x6 3x4 2x4 6x10 3x6 3x6 2x4 3x8 3x6 5x6 2x4 3x12 4x6 7-5-12 7-5-12 14-8-0 7-2-4 21-7-8 6-11-8 21-11-8 0-4-0 25-3-0 3-3-8 31-5-4 6-2-4 37-11-0 6-5-12 -1-4-0 1-4-0 7-5-12 7-5-12 14-8-0 7-2-4 21-7-8 6-11-8 25-3-0 3-7-8 31-5-4 6-2-4 37-11-0 6-5-12 39-3-0 1-4-0 1-0-012-0-00-10-141-7-212-0-09.00 12 Plate Offsets (X,Y)-- [6:0-5-12,0-1-12], [8:0-6-0,0-2-0], [9:0-2-12,0-3-0], [11:0-6-8,Edge], [16:0-3-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.47 0.46 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.14 0.02 0.04 (loc) 18-20 18-20 11 20-23 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 206 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* 4-20,16-18,9-15,9-13: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-6-0, Right 2x6 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (10-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 7-16 WEBS 1 Row at midpt 4-18, 6-16, 8-16, 9-15 REACTIONS.(lb/size)2=993/0-3-8, 16=1851/0-3-8, 11=595/0-3-8 Max Horz 2=256(LC 5) Max Uplift2=-120(LC 6), 11=-140(LC 7) Max Grav 2=1005(LC 10), 16=1851(LC 1), 11=619(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-267/0, 3-4=-869/172, 4-5=-489/192, 5-6=-354/239, 9-10=-385/166, 10-11=-267/0 BOT CHORD 2-29=-149/772, 20-29=-149/772, 19-20=-149/772, 19-30=-149/772, 18-30=-149/772, 7-16=-360/159, 14-15=0/384, 13-14=0/384, 11-13=0/382 WEBS 4-20=0/358, 4-18=-645/177, 6-18=-21/517, 16-18=-108/286, 6-16=-874/21, 8-16=-681/0, 8-15=-22/429, 9-15=-446/144, 9-13=0/266 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; cantilever left and right exposed ; end 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 6 = 4% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=120, 11=140. 8) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss T05 Truss Type Common Qty 1 Ply 1 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864849 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:41 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-2bfSo3ivqpe2Q0nvYlDCRIYWG?PbV7Ft7nHaxuykhQi Scale = 1:52.4 1 2 3 4 5 6 716 17 4x10 4x6 4x10 4x6 2x4 4x6 7-11-8 7-11-8 15-11-0 7-11-8 -1-4-0 1-4-0 7-11-8 7-11-8 15-11-0 7-11-8 0-10-146-10-80-10-149.00 12 Plate Offsets (X,Y)-- [2:0-6-8,Edge], [6:0-3-8,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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.57 0.91 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.24 0.05 0.10 (loc) 7-10 7-10 2 7-10 l/defl >999 >795 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 58 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-6-0, Right 2x6 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)6=778/0-3-8, 2=865/0-3-8 Max Horz 2=154(LC 5) Max Uplift6=-23(LC 7), 2=-67(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-343/0, 3-4=-748/98, 4-5=-748/97, 5-6=-373/0 BOT CHORD 2-16=0/599, 7-16=0/599, 7-17=0/599, 6-17=0/599 WEBS 4-7=0/450 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; cantilever left and right exposed ; end 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, 2. 6) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss T06 Truss Type Common Qty 1 Ply 1 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864850 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:42 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-WoCq?PjXb7mv29M56SkRzW5hWPoaEQy1LR08TKykhQh Scale: 1/8"=1’ 1 2 3 4 5 67 11 10 9 812131415 4x6 3x8 3x8 3x6 3x6 2x4 3x8 3x8 2x4 9-0-12 9-0-12 18-1-8 9-0-12 -1-4-0 1-4-0 4-0-0 4-0-0 9-0-12 5-0-12 14-1-8 5-0-12 18-1-8 4-0-0 19-5-8 1-4-0 2-8-1411-9-102-8-1412.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.54 0.74 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.37 0.01 0.01 (loc) 8-9 8-9 8 9-11 l/defl >999 >581 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 101 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=934/0-3-8, 8=934/0-3-8 Max Horz 11=299(LC 5) Max Uplift11=-51(LC 6), 8=-51(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-617/185, 4-5=-617/185 BOT CHORD 11-12=-142/382, 12-13=-142/382, 10-13=-142/382, 9-10=-142/382, 9-14=0/382, 14-15=0/382, 8-15=0/382 WEBS 4-9=-149/415, 3-11=-652/0, 5-8=-652/0 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; cantilever left and right exposed ; end 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) 11, 8. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss T07 Truss Type COMMON Qty 4 Ply 1 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864851 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:42 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-WoCq?PjXb7mv29M56SkRzW5fuPlPETt1LR08TKykhQh Scale = 1:97.0 1 2 3 4 5 6 7 8 9 14 13 12 11 10151617181920 3x6 4x6 3x6 4x6 3x6 3x6 4x6 3x6 4x6 3x6 4x6 3x6 9-7-8 9-7-8 18-11-8 9-4-0 28-7-0 9-7-8 -1-4-0 1-4-0 7-3-8 7-3-8 14-3-8 7-0-0 21-3-8 7-0-0 28-7-0 7-3-8 29-11-0 1-4-0 2-4-1413-1-82-4-149.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.70 0.94 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.23 -0.53 0.05 0.03 (loc) 11-13 10-11 10 11-13 l/defl >999 >645 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 149 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* 7-11,3-13,2-14,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-11, 5-13, 3-14, 7-10 REACTIONS.(lb/size)14=1527/0-3-8, 10=1527/0-3-8 Max Horz 14=-325(LC 4) Max Uplift14=-83(LC 6), 10=-83(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-273/213, 3-4=-1438/234, 4-5=-1299/280, 5-6=-1299/280, 6-7=-1438/234, 7-8=-273/213, 2-14=-381/215, 8-10=-381/215 BOT CHORD 14-15=-78/1080, 15-16=-78/1080, 13-16=-78/1080, 13-17=0/824, 12-17=0/824, 12-18=0/824, 11-18=0/824, 11-19=0/1080, 19-20=0/1080, 10-20=0/1080 WEBS 5-11=-138/669, 7-11=-179/262, 5-13=-138/669, 3-13=-179/261, 3-14=-1395/0, 7-10=-1395/0 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; cantilever left and right exposed ; end 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) 14, 10. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss T08 Truss Type COMMON Qty 9 Ply 1 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864852 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:43 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-__mCClk9MQumgJwIgAFgWjeqeo5czwwAa5mh0mykhQg Scale = 1:97.0 1 2 3 4 5 6 7 8 13 12 11 10 9141516171819 3x6 4x6 3x6 4x6 3x6 3x6 4x6 3x6 4x6 3x6 4x6 3x6 9-7-8 9-7-8 18-11-8 9-4-0 28-7-0 9-7-8 -1-4-0 1-4-0 7-3-8 7-3-8 14-3-8 7-0-0 21-3-8 7-0-0 28-7-0 7-3-8 2-4-1413-1-82-4-149.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.70 0.94 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.23 -0.53 0.05 0.03 (loc) 10-12 9-10 9 10-12 l/defl >999 >642 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 147 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* 7-10,3-12,2-13,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-10, 5-12, 3-13, 7-9 REACTIONS.(lb/size)13=1530/0-3-8, 9=1436/Mechanical Max Horz 13=338(LC 5) Max Uplift13=-82(LC 6), 9=-39(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-273/213, 3-4=-1441/233, 4-5=-1302/278, 5-6=-1306/278, 6-7=-1448/233, 7-8=-253/154, 2-13=-381/215, 8-9=-271/127 BOT CHORD 13-14=-90/1083, 14-15=-90/1083, 12-15=-90/1083, 12-16=-3/827, 11-16=-3/827, 11-17=-3/827, 10-17=-3/827, 10-18=0/1090, 18-19=0/1090, 9-19=0/1090 WEBS 5-10=-137/680, 7-10=-190/260, 5-12=-139/669, 3-12=-179/262, 3-13=-1399/0, 7-9=-1422/0 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; cantilever left and right exposed ; end 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss T09 Truss Type ROOF SPECIAL Qty 5 Ply 1 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864853 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:43 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-__mCClk9MQumgJwIgAFgWjetUo8UzvNAa5mh0mykhQg Scale = 1:83.7 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 3x6 4x6 3x6 2x4 4x10 8x10 2x4 3x4 4x10 4x6 4x6 3x6 4x6 3x6 3x6 3x12 4x10 1-8-0 1-8-0 6-2-0 4-6-0 14-11-0 8-9-0 20-3-4 5-4-4 25-11-0 5-7-12 -1-4-0 1-4-0 1-8-0 1-8-0 6-2-0 4-6-0 12-11-8 6-9-8 14-11-0 1-11-8 20-3-4 5-4-4 25-11-0 5-7-12 0-10-1410-7-80-10-141-0-09.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [11:0-6-8,Edge], [14:0-4-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.46 0.76 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.47 0.15 0.05 (loc) 14-15 14-15 11 15-16 l/defl >999 >663 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 132 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-17: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 4-14,6-14: 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 7-14 WEBS 1 Row at midpt 4-14 REACTIONS.(lb/size)18=1122/0-3-8, 11=1028/Mechanical Max Horz 18=254(LC 5) Max Uplift18=-86(LC 6), 11=-39(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1933/163, 3-4=-1537/117, 4-5=-957/110, 5-6=-939/159, 6-7=-1081/220, 7-8=-1069/159, 8-9=-1162/126, 9-10=-1279/122, 10-11=-312/0, 2-18=-1135/129 BOT CHORD 3-16=-121/267, 15-16=-234/1692, 14-15=-71/1202, 11-12=-20/963 WEBS 3-15=-496/200, 4-15=0/390, 4-14=-598/154, 6-14=-123/860, 12-14=0/981, 2-16=-162/1313 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; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11. 7) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss T10 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864854 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:44 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-SAKaQ5kn7k0dHTVUEtnv2xA18CSXiMeKplVFYCykhQf Scale = 1:83.7 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 3x6 4x6 3x6 2x4 4x10 8x10 2x4 3x4 5x12 4x6 4x6 3x6 4x6 3x6 3x6 3x12 4x10 1-8-0 1-8-0 6-2-0 4-6-0 14-11-0 8-9-0 20-3-4 5-4-4 25-11-0 5-7-12 -1-4-0 1-4-0 1-8-0 1-8-0 6-2-0 4-6-0 12-11-8 6-9-8 14-11-0 1-11-8 20-3-4 5-4-4 25-11-0 5-7-12 27-3-0 1-4-0 0-10-1410-7-80-10-141-0-09.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [11:0-6-8,Edge], [15:0-4-8,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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.53 0.83 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.47 0.15 0.05 (loc) 15-16 15-16 11 16-17 l/defl >999 >663 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 134 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-18: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 4-15,6-15: 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 7-15 WEBS 1 Row at midpt 4-15 REACTIONS.(lb/size)19=1120/0-3-8, 11=1110/0-3-8 Max Horz 19=242(LC 5) Max Uplift19=-86(LC 6), 11=-82(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1929/141, 3-4=-1533/102, 4-5=-953/103, 5-6=-935/152, 6-7=-1077/211, 7-8=-1064/149, 8-9=-1156/116, 9-10=-1268/117, 10-11=-283/0, 2-19=-1133/124 BOT CHORD 3-17=-111/272, 16-17=-196/1689, 15-16=-50/1200, 11-13=0/951 WEBS 3-16=-495/188, 4-16=0/390, 4-15=-598/151, 6-15=-113/857, 13-15=0/968, 2-17=-141/1310 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; cantilever left and right exposed ; end 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) 19, 11. 6) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss T11 Truss Type ROOF SPECIAL Qty 8 Ply 1 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864855 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:44 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-SAKaQ5kn7k0dHTVUEtnv2xA1MCQ1iP?KplVFYCykhQf Scale = 1:70.0 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 112021 5x8 4x8 5x12 2x4 3x6 3x12 3x8 3x6 3x6 3x6 4x10 5x8 3-0-0 3-0-0 9-0-6 6-0-6 19-8-4 10-7-14 29-11-0 10-2-12 -1-4-0 1-4-0 3-0-0 3-0-0 7-3-5 4-3-5 14-4-5 7-1-0 21-5-5 7-1-0 29-11-0 8-5-11 31-3-0 1-4-0 2-11-98-11-60-6-111-10-145.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-3-4], [8:0-6-0,0-3-4], [9:0-3-8,Edge], [14:0-6-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.51 0.99 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.48 -0.82 0.07 0.33 (loc) 11-13 11-13 11 11-19 l/defl >493 >285 n/a >370 L/d 360 240 n/a 240 PLATES MT20 Weight: 119 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-15: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 6-13,6-11: 2x4 SPF No.2 WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-11 REACTIONS.(lb/size)11=1359/0-5-8, 16=907/0-3-8, 9=465/0-3-8 Max Horz 16=103(LC 6) Max Uplift11=-48(LC 6), 16=-111(LC 6), 9=-232(LC 7) Max Grav 11=1359(LC 1), 16=907(LC 1), 9=497(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1130/258, 3-4=-1226/286, 4-5=-1136/287, 5-6=-1135/320, 6-7=-206/398, 7-8=-230/379, 8-9=-388/378, 2-16=-859/243 BOT CHORD 13-14=-200/1009, 13-20=-62/480, 12-20=-62/480, 12-21=-62/480, 11-21=-62/480, 9-11=-252/310 WEBS 5-13=-380/173, 6-13=-43/797, 6-11=-729/0, 7-11=-489/246, 2-14=-150/1035 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; cantilever left and right exposed ; end vertical left and right exposed; porch 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) 11 except (jt=lb) 16=111, 9=232. 6) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864856 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:45 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-wNuydRlQu28Uvd4gnbI8b8jIQcukQwET2PFo4fykhQe Scale = 1:68.6 1 2 3 6 5 4789 4x6 2x4 2x4 4x8 3x4 3x4 2-2-13 2-2-13 7-9-8 5-6-11 2-2-13 2-2-13 7-9-8 5-6-11 8-0-38-11-66-7-95.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.17 0.45 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.08 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: 123 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* 2-5: 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 1-6 REACTIONS.(lb/size)6=1204/0-5-8, 4=1531/0-5-8 Max Horz 6=-51(LC 14) Max Uplift6=-200(LC 6), 4=-162(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-337/64, 2-3=-386/57, 1-6=-1252/204, 3-4=-612/58 WEBS 1-5=-191/1135, 3-5=-22/432 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; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=200, 4=162. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 532 lb down and 84 lb up at 1-4-12, 532 lb down and 84 lb up at 3-4-12, and 532 lb down and 84 lb up at 5-4-12, and 539 lb down and 79 lb up at 7-7-12 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, 4-6=-20 Concentrated Loads (lb) Vert: 4=-539(F) 7=-532(F) 8=-532(F) 9=-532(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss TG02 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864857 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:46 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-OZSLrmm2fLGLXnfsLIpN8MGMS0Cs9K9dG3_Lc5ykhQd Scale = 1:94.6 1 2 3 4 5 10 9 8 7 611121314151617 4x6 4x8 4x6 3x8 4x8 10x10 2x4 2x4 3x8 10x10 6-1-11 6-1-11 11-11-14 5-10-3 18-1-8 6-1-10 4-8-2 4-8-2 9-0-12 4-4-10 13-5-6 4-4-10 18-1-8 4-8-2 2-8-1411-9-102-8-1412.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [5:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.60 0.59 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.19 0.01 0.04 (loc) 9-10 9-10 6 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 260 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-9,4-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=6343/0-3-8, 6=6486/0-3-8 Max Horz 10=291(LC 4) Max Uplift10=-231(LC 6), 6=-236(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5257/255, 2-3=-5184/378, 3-4=-5163/378, 4-5=-5236/254, 1-10=-5226/222, 5-6=-5205/221 BOT CHORD 10-11=-276/304, 11-12=-276/304, 9-12=-276/304, 9-13=-143/2676, 8-13=-143/2676, 8-14=-143/2676, 14-15=-143/2676, 7-15=-143/2676 WEBS 3-9=-282/3635, 3-7=-280/3573, 1-9=-109/3744, 5-7=-109/3723 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 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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) 10=231, 6=236. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1416 lb down and 51 lb up at 2-2-12, 1416 lb down and 51 lb up at 4-2-12, 1416 lb down and 51 lb up at 6-2-12, 1376 lb down and 51 lb up at 8-2-12, 1383 lb down and 51 lb up at 10-2-12, 1416 lb down and 51 lb up at 12-2-12, and 1416 lb down and 51 lb up at 14-2-12, and 1416 lb down and 51 lb up at 16-2-12 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: 1-3=-60, 3-5=-60, 10-13=-20, 13-15=-60, 6-15=-20 Concentrated Loads (lb) Vert: 8=-1376(F) 9=-1416(F) 7=-1416(F) 11=-1416(F) 12=-1416(F) 14=-1383(F) 16=-1416(F) 17=-1416(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss TG03 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864858 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:46 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-OZSLrmm2fLGLXnfsLIpN8MGNN0G59GMdG3_Lc5ykhQd Scale = 1:52.4 1 2 3 6 5 47891011 3x12 4x6 3x12 3x8 3x8 10x10 5-5-8 5-5-8 10-11-0 5-5-8 5-5-8 5-5-8 10-11-0 5-5-8 1-2-146-8-61-2-1412.00 12 Plate Offsets (X,Y)-- [1:0-3-7,Edge], [3:0-3-7,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.54 0.38 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.09 0.00 0.02 (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: 122 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-6,3-4: 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)6=2659/0-3-8, 4=3235/0-3-8 Max Horz 6=156(LC 4) Max Uplift6=-130(LC 6), 4=-157(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2313/164, 2-3=-2313/164, 1-6=-1909/120, 3-4=-1899/120 BOT CHORD 6-7=-201/477, 7-8=-201/477, 5-8=-201/477, 5-9=-81/537, 9-10=-81/537, 10-11=-81/537, 4-11=-81/537 WEBS 2-5=-101/2804, 1-5=-104/1125, 3-5=-105/1064 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 0-8-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=130, 4=157. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1008 lb down and 51 lb up at 2-0-12, 1008 lb down and 51 lb up at 4-0-12, 1008 lb down and 51 lb up at 6-0-12, and 1008 lb down and 51 lb up at 8-0-12, and 1011 lb down and 50 lb up at 10-0-12 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, 4-6=-20 Concentrated Loads (lb) Vert: 7=-1008(B) 8=-1008(B) 9=-1008(B) 10=-1008(B) 11=-1011(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864859 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:46 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-OZSLrmm2fLGLXnfsLIpN8MGT30JC9PcdG3_Lc5ykhQd Scale = 1:62.6 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 15-10-11 15-10-7 7-11-5 7-11-5 15-10-11 7-11-5 0-0-47-11-50-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.18 0.18 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 15-10-3. (lb) - Max Horz 1=-176(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-174(LC 6), 6=-174(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=379(LC 1), 8=436(LC 10), 6=436(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-267/217, 4-6=-267/217 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; cantilever left and right exposed ; end 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) 1 except (jt=lb) 8=174 , 6=174. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864860 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:47 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-sl0j26ngPfOC8xE3v0KcgZodQQesutlmVikv9XykhQc Scale = 1:51.3 1 2 3 4 5 8 7 69103x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 12-10-11 12-10-7 6-5-5 6-5-5 12-10-11 6-5-5 0-0-46-5-50-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.20 0.15 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 44 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 12-10-3. (lb) - Max Horz 1=-142(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-148(LC 6), 6=-148(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=358(LC 1), 8=323(LC 10), 6=323(LC 11) 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; cantilever left and right exposed ; end 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) 1, 5 except (jt=lb) 8=148, 6=148. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864861 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:47 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-sl0j26ngPfOC8xE3v0KcgZoaLQc8ut1mVikv9XykhQc Scale = 1:41.7 1 2 3 43x6 4x6 3x6 2x4 0-0-4 0-0-4 9-10-11 9-10-7 4-11-5 4-11-5 9-10-11 4-11-5 0-0-44-11-50-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.40 0.26 0.10 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: 28 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=205/9-10-3, 3=205/9-10-3, 4=325/9-10-3 Max Horz 1=-107(LC 4) Max Uplift1=-21(LC 7), 3=-21(LC 7) 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; cantilever left and right exposed ; end 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864862 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:48 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-Kya5GSnIAzW3m5pFTjrrDnLpRpzqdKAvkMTSh_ykhQb Scale = 1:29.7 1 2 3 43x4 4x6 3x4 2x4 0-0-4 0-0-4 6-10-11 6-10-7 3-5-5 3-5-5 6-10-11 3-5-5 0-0-43-5-50-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.19 0.23 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=137/6-10-3, 3=137/6-10-3, 4=220/6-10-3 Max Horz 1=-72(LC 4) Max Uplift1=-17(LC 7), 3=-17(LC 7) 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; cantilever left and right exposed ; end 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864863 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:48 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-Kya5GSnIAzW3m5pFTjrrDnLqqp0VdKZvkMTSh_ykhQb Scale = 1:15.0 1 2 3 4 2x4 4x6 2x4 2x4 0-0-4 0-0-4 3-10-11 3-10-7 1-11-5 1-11-5 3-10-11 1-11-5 0-0-41-11-50-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 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: 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 3-10-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=76/3-10-3, 3=76/3-10-3, 4=103/3-10-3 Max Horz 1=-37(LC 4) Max Uplift1=-13(LC 7), 3=-13(LC 7) 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; cantilever left and right exposed ; end 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864864 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:48 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-Kya5GSnIAzW3m5pFTjrrDnLnepzNdJkvkMTSh_ykhQb Scale = 1:36.4 1 2 3 43x6 4x6 3x6 2x4 0-0-4 0-0-4 8-8-3 8-7-15 4-4-1 4-4-1 8-8-3 4-4-1 0-0-44-4-10-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.30 0.20 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 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=178/8-7-11, 3=178/8-7-11, 4=282/8-7-11 Max Horz 1=-93(LC 4) Max Uplift1=-18(LC 7), 3=-18(LC 7) 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; cantilever left and right exposed ; end 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864865 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:49 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-p88TToowxGewOEOR0RM4l_uzNDKLMnd3y0D?DQykhQa Scale = 1:25.1 1 2 3 42x4 4x6 2x4 2x4 0-0-4 0-0-4 5-8-3 5-7-15 2-10-1 2-10-1 5-8-3 2-10-1 0-0-42-10-10-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.24 0.15 0.03 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: 15 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 5-8-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=119/5-7-11, 3=119/5-7-11, 4=160/5-7-11 Max Horz 1=-58(LC 4) Max Uplift1=-20(LC 7), 3=-20(LC 7) 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; cantilever left and right exposed ; end 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864866 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:49 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-p88TToowxGewOEOR0RM4l_u0XDLBMn33y0D?DQykhQa Scale = 1:11.4 1 2 3 2x4 3x4 2x4 0-0-4 0-0-4 2-8-3 2-7-15 1-4-1 1-4-1 2-8-3 1-4-1 0-0-41-4-10-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.04 0.10 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 2-8-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=79/2-7-11, 3=79/2-7-11 Max Horz 1=-23(LC 4) Max Uplift1=-2(LC 6), 3=-2(LC 7) 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; cantilever left and right exposed ; end 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864867 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:49 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-p88TToowxGewOEOR0RM4l_uxFDJTMjp3y0D?DQykhQa Scale = 1:65.1 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 111920 2x4 3x4 6x8 4x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 29-3-0 29-3-0 -3-4-0 3-4-0 12-4-5 12-4-5 29-3-0 16-10-11 2-1-147-3-110-0-45.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.38 0.21 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.02 0.00 0.00 (loc) 1 1 10 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 115 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud, 1-3: 2x8 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 29-10-2. (lb) - Max Horz 18=96(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 16, 17, 13, 12, 11, 10 except 18=-171(LC 6) Max Grav All reactions 250 lb or less at joint(s) 10 except 18=392(LC 1), 15=456(LC 1), 16=518(LC 10), 17=341(LC 1), 13=516(LC 11), 12=357(LC 1), 11=401(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-362/265 WEBS 4-16=-269/119, 6-13=-262/119, 9-11=-299/135 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; cantilever left and right exposed ; end 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) 16, 17, 13, 12, 11, 10 except (jt=lb) 18=171. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss V10 Truss Type Valley Qty 1 Ply 1 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864868 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:50 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-HKhrg8pYiamm?Ozea8tJICQ66dfE5CpCBgyZlsykhQZ Scale = 1:50.0 1 2 3 4 5 6 7 13 12 11 10 9 83x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 27-9-14 27-9-14 27-10-8 0-0-10 13-11-4 13-11-4 27-10-8 13-11-4 0-0-45-9-110-0-45.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.37 0.24 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 80 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 27-9-4. (lb) - Max Horz 1=52(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 7, 12, 13, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=477(LC 1), 12=378(LC 10), 13=426(LC 1), 9=378(LC 11), 8=426(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-13=-315/143, 6-8=-315/143 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; cantilever left and right exposed ; end 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) 7, 12, 13, 9, 8. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss V11 Truss Type Valley Qty 1 Ply 1 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864869 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:50 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-HKhrg8pYiamm?Ozea8tJICQ4idaX5DlCBgyZlsykhQZ Scale = 1:37.3 1 2 3 4 5 9 8 7 63x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 0-0-10 0-0-10 20-8-1 20-7-8 10-4-1 10-4-1 20-8-1 10-4-1 0-0-44-3-110-0-45.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.46 0.54 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 54 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 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.All bearings 20-6-14. (lb) - Max Horz 1=-38(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 9, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 8 except 9=483(LC 10), 6=483(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-353/158, 4-6=-356/159 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; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 9, 6. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss V12 Truss Type Valley Qty 1 Ply 1 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864870 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:51 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-lXFEuUqBTuuddYYq8rPYrPzCk1yQqgyMQKi6IIykhQY Scale = 1:24.3 1 2 3 43x8 4x8 3x8 2x4 0-0-10 0-0-10 13-5-11 13-5-1 6-8-13 6-8-13 13-5-11 6-8-13 0-0-42-9-110-0-45.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.70 0.43 0.10 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: 30 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=211/13-4-8, 3=211/13-4-8, 4=536/13-4-8 Max Horz 1=-23(LC 7) Max Uplift1=-24(LC 6), 3=-27(LC 7), 4=-1(LC 6) Max Grav 1=216(LC 10), 3=216(LC 11), 4=536(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-355/132 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; cantilever left and right exposed ; end 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, 4. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 Job B17702156 Truss V13 Truss Type Valley Qty 1 Ply 1 Wedgewood 19 Jackson’s Grant Job Reference (optional) I30864871 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 24 08:42:51 2017 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3f_LmnDDiafPE9r4FS5VVrzma2b-lXFEuUqBTuuddYYq8rPYrPzJK1z7qhZMQKi6IIykhQY Scale = 1:13.5 1 2 3 3x4 3x4 3x4 0-0-10 0-0-10 6-3-4 6-2-11 3-1-10 3-1-10 6-3-4 3-1-10 0-0-41-3-110-0-45.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.21 0.32 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: 11 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=191/6-2-1, 3=191/6-2-1 Max Horz 1=9(LC 6) Max Uplift1=-10(LC 6), 3=-10(LC 7) 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; cantilever left and right exposed ; end 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 24,2017 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 87654321BOTTOM 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 MiTekfi 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 87654321BOTTOM 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 SystemGeneral Safety Notes*Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions 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.