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HomeMy WebLinkAboutI34552578.320_West_ClayRe: 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: I34552578 thru I34552630 My license renewal date for the state of Indiana is July 31, 2020. 320_West_Clay 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: 320 west clay 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. September 4,2018 Job 320_WEST_CLAY Truss GE01 Truss Type GABLE Qty 1 Ply 1 320 west clay Job Reference (optional) I34552578 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-RB1wiFJpp50OQK5bP4gF?2rssWrP3Qenh2upK8yh?nn Scale = 1:41.6 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 32 31 30 29 28 27 26 25 24 23 22 21 20 4x6 3x8 3x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 3x8 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-11-0 19-11-0 -1-0-0 1-0-0 9-11-8 9-11-8 19-11-0 9-11-8 20-11-0 1-0-0 0-10-04-11-130-10-05.00 12 Plate Offsets (X,Y)-- [2:0-5-3,0-2-2], [18:0-5-3,0-2-2], [29:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.02 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 19 19 18 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 199 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-7-12, Right 2x6 SPF No.2 1-7-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-11-0. (lb) - Max Horz 2=-41(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 27, 28, 29, 30, 31, 18, 32, 25, 24, 23, 22, 21, 20 Max Grav All reactions 250 lb or less at joint(s) 2, 26, 27, 28, 29, 30, 31, 18, 32, 25, 24, 23, 22, 21, 20 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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, 27, 28, 29, 30, 31, 18, 32, 25, 24, 23, 22, 21, 20. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 4,2018 Job 320_WEST_CLAY Truss GE02 Truss Type GABLE Qty 1 Ply 1 320 west clay Job Reference (optional) I34552579 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-vNbJvbKRaP8F1UgnzoBUYFO1cwAVotpxwieMsbyh?nm Scale = 1:45.6 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 29 28 27 26 25 24 23 22 21 20 19 18 4x6 3x8 4x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 17-11-0 17-11-0 -1-0-0 1-0-0 8-11-8 8-11-8 17-11-0 8-11-8 18-11-0 1-0-0 0-11-05-4-120-11-06.00 12 Plate Offsets (X,Y)-- [2:0-5-9,0-0-9], [16:0-5-9,0-0-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.03 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 16 17 16 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 192 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-8-8, Right 2x6 SPF No.2 1-8-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-11-0. (lb) - Max Horz 2=-50(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 24, 25, 26, 27, 29, 16, 22, 21, 20, 19, 18 Max Grav All reactions 250 lb or less at joint(s) 2, 23, 24, 25, 26, 27, 29, 16, 22, 21, 20, 19, 18 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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, 24, 25, 26, 27, 29, 16, 22, 21, 20, 19, 18. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 4,2018 Job 320_WEST_CLAY Truss GE03 Truss Type GABLE Qty 1 Ply 1 320 west clay Job Reference (optional) I34552580 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-FLOCzINaPxnY8FYkmLnfEJ5nYxpSTwJg3_L7Yoyh?nh Scale = 1:83.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 12 3 4 5 6 7 8 9 10 11 12 13 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 16 15 14 89 90 17 91 5x8 5x6 4x8 4x6 4x6 5x6 3x6 3x8 3x6 3x6 3x4 3x6 3x8 3x6 5x6 6x10 4x6 4x6 3x4 3x4 3x4 3x4 3x6 6-6-11 6-6-11 12-9-14 6-3-3 23-5-8 10-7-10 29-3-8 5-10-0 34-1-2 4-9-10 40-4-5 6-3-3 46-11-0 6-6-11 -1-0-0 1-0-0 6-6-11 6-6-11 12-9-14 6-3-3 19-10-15 7-1-1 27-0-1 7-1-1 34-1-2 7-1-1 40-4-5 6-3-3 46-11-0 6-6-11 47-11-0 1-0-0 0-11-07-3-150-11-07-3-156.00 12 Plate Offsets (X,Y)-- [2:0-5-13,0-0-1], [5:0-5-0,0-2-0], [7:0-3-0,0-3-0], [9:0-3-0,0-2-0], [22:0-1-0,0-1-8], [28:0-3-0,0-0-4], [39:0-1-8,0-1-0], [42:0-1-8,0-1-0], [45:0-1-8,0-1-0], [47:0-1-8 ,0-1-0], [58:0-1-8,0-1-0], [60:0-1-8,0-1-0], [62:0-1-8,0-1-0], [68:0-1-8,0-0-12], [70:0-1-8,0-0-12], [79:0-1-8,0-0-12], [82:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.57 0.37 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.14 0.03 (loc) 14-15 14-15 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 826 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 3-8-14, Right 2x6 SPF No.2 3-8-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-4 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-9. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-22 REACTIONS.All bearings 29-3-8 except (jt=length) 12=0-3-8, 17=0-3-8. (lb) - Max Horz 2=69(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 34, 35 except 30=-105(LC 5), 22=-188(LC 4), 18=-211(LC 2), 12=-106(LC 7) Max Grav All reactions 250 lb or less at joint(s) 34, 19, 20, 21, 23, 24, 25, 26, 27, 29, 31, 32, 33, 35, 36 except 2=388(LC 10), 30=558(LC 10), 22=1414(LC 1), 12=873(LC 1), 17=335(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-345/115, 6-7=0/348, 7-8=0/348, 8-9=-561/224, 9-10=-715/212, 10-11=-1050/214, 11-12=-1206/191 BOT CHORD 14-15=-103/978, 12-14=-103/978 WEBS 4-30=-282/161, 5-30=-381/82, 6-22=-553/133, 8-22=-1005/201, 8-15=-49/641, 10-15=-488/132, 10-14=0/262 NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) 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) 2, 34, 35 except (jt=lb) 30=105, 22=188, 18=211, 12=106. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 4,2018 Job 320_WEST_CLAY Truss GE04 Truss Type GABLE Qty 1 Ply 1 320 west clay Job Reference (optional) I34552581 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-kXyaAeOCAFvPlP7xJ3IunWe2TLC5CXJpIe5h4Eyh?ng Scale = 1:55.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 2x4 3x4 4x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-11-0 13-11-0 -1-0-0 1-0-0 6-11-8 6-11-8 13-11-0 6-11-8 14-11-0 1-0-0 1-3-07-0-91-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.17 0.08 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 186 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-11-0. (lb) - Max Horz 24=-171(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 14, 20, 21, 22, 18, 17, 16 except 24=-107(LC 4), 23=-111(LC 5), 15=-102(LC 4) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) 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) 14, 20, 21, 22, 18, 17, 16 except (jt=lb) 24=107, 23=111, 15=102. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 4,2018 Job 320_WEST_CLAY Truss GE05 Truss Type GABLE Qty 1 Ply 1 320 west clay Job Reference (optional) I34552582 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-gw4KbKQSis97?jHJRTKMsxjIs8nagGG6myao87yh?ne Scale = 1:88.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 12 3 4 5 6 7 8 9 10 11 24 23 22 21 20 19 18 16 15 14 13 12 17 4x6 4x10 4x6 3x6 3x4 4x8 3x6 3x6 4x8 4x6 3x6 3x6 6x6 5x6 3x4 2-3-10 2-3-10 6-3-10 4-0-0 10-3-10 4-0-0 15-0-7 4-8-13 19-9-4 4-8-13 21-11-0 2-1-12 25-6-10 3-7-10 31-6-8 5-11-14 -1-0-0 1-0-0 2-3-10 2-3-10 6-3-10 4-0-0 10-3-10 4-0-0 15-0-7 4-8-13 19-9-4 4-8-13 25-6-10 5-9-6 31-6-8 5-11-14 32-6-8 1-0-0 1-3-03-2-011-0-111-3-03-2-010.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-1-12], [13:0-2-8,0-1-8], [19:0-3-0,0-3-0], [20:0-2-8,0-1-8], [37:0-1-7,0-0-12], [41:0-1-6,0-1-0], [54:0-1-9,0-1-0], [56:0-1-9,0-1-0], [58:0-1-9,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.50 0.53 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.21 0.04 (loc) 21 20-21 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 556 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-18: 2x4 SPF No.2, 2-24,10-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-7 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-18, 7-18, 8-13 REACTIONS.All bearings 9-11-0 except (jt=length) 24=0-3-8, 17=0-3-8. (lb) - Max Horz 24=-264(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 24, 13, 17 except 12=-368(LC 10), 16=-438(LC 1), 14=-348(LC 2) Max Grav All reactions 250 lb or less at joint(s) 12, 16, 15 except 24=934(LC 1), 13=1838(LC 1), 17=591(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-832/95, 3-4=-1349/149, 4-5=-1349/149, 5-6=-878/125, 6-7=-287/163, 7-8=-314/153, 8-9=-20/704, 9-10=-60/626, 2-24=-917/114, 10-12=-16/417 BOT CHORD 23-24=-247/263, 22-23=-151/594, 21-22=-95/1637, 20-21=-97/1634, 19-20=-35/617, 18-19=-35/617, 17-18=-481/161, 16-17=-481/161, 15-16=-481/161, 14-15=-481/161, 13-14=-481/161 WEBS 3-22=-75/926, 4-22=-253/118, 5-22=-355/26, 5-20=-1188/153, 6-20=-22/748, 6-18=-826/173, 8-18=-3/844, 8-13=-1484/190, 2-23=-10/652, 10-13=-550/173 NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 13, 17 except (jt=lb) 12=368, 16=438, 14=348. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 4,2018 Job 320_WEST_CLAY Truss GE06 Truss Type GABLE Qty 1 Ply 1 320 west clay Job Reference (optional) I34552583 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-cJB500RjDTPqE1RiYuNqxMok4ybn8NKPDG3uD?yh?nc Scale = 1:73.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 4847 46 45 44 43 42 41 40 39 38 5x6 3x6 3x6 5x6 3x8 4x6 3x6 42-8-0 42-8-0 8-3-10 8-3-10 29-10-2 21-6-8 42-8-0 12-9-14 43-8-0 1-0-0 3-2-27-3-150-11-07-3-156.00 12 Plate Offsets (X,Y)-- [8:0-3-0,0-2-0], [21:0-1-8,0-1-8], [26:0-3-0,0-2-0], [36:0-5-9,0-0-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.03 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 36 37 36 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 755 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 SLIDER Right 2x6 SPF No.2 1-8-9 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.): 8-26. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 42-8-0. (lb) - Max Horz 71=-131(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 71, 47, 48, 50, 51, 52, 53, 54, 55, 56, 57, 59, 60, 61, 62, 63, 65, 66, 36, 67, 68, 69, 70, 45, 44, 43, 42, 41, 40, 39, 38 Max Grav All reactions 250 lb or less at joint(s) 71, 46, 47, 48, 50, 51, 52, 53, 54, 55, 56, 57, 59, 60, 61, 62, 63, 64, 65, 66, 36, 67, 68, 69, 70, 45, 44, 43, 42, 41, 40, 39, 38 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=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 requires continuous bottom chord bearing. 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) 71, 47, 48, 50, 51, 52, 53, 54, 55, 56, 57, 59, 60, 61, 62, 63, 65, 66, 36, 67, 68, 69, 70, 45, 44, 43, 42, 41, 40, 39, 38. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 15) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. September 4,2018 Job 320_WEST_CLAY Truss GE07 Truss Type GABLE Qty 1 Ply 1 320 west clay Job Reference (optional) I34552584 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-4VlTDMSL_nXhsA?u6cu3UaLvqMxBtrqYSwoSlSyh?nb Scale = 1:30.5 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 4x6 3x8 4x6 3x8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-11-0 11-11-0 -1-0-0 1-0-0 5-11-8 5-11-8 11-11-0 5-11-8 12-11-0 1-0-0 0-11-03-10-120-11-06.00 12 Plate Offsets (X,Y)-- [2:0-6-1,0-0-5], [12:0-6-1,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.02 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 13 13 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 108 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-8-11, Right 2x6 SPF No.2 1-8-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-11-0. (lb) - Max Horz 2=36(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 18, 19, 20, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 2, 12, 17, 18, 19, 20, 16, 15, 14 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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, 12, 18, 19, 20, 16, 15, 14. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 4,2018 Job 320_WEST_CLAY Truss GE08 Truss Type GABLE Qty 1 Ply 1 320 west clay Job Reference (optional) I34552585 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-4VlTDMSL_nXhsA?u6cu3UaLvHMwAtrfYSwoSlSyh?nb Scale = 1:21.7 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 9 8 7 2x4 2x4 3x6 3x4 2x4 2x4 2x4 2x4 -1-0-0 1-0-0 6-0-0 6-0-0 0-9-02-9-04.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-1-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.10 0.09 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 1 7 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-9-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-0-0. (lb) - Max Horz 2=79(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 8, 9 Max Grav All reactions 250 lb or less at joint(s) 7, 2, 8, 9 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 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) 7, 2, 8, 9. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. September 4,2018 Job 320_WEST_CLAY Truss GE09 Truss Type GABLE Qty 1 Ply 1 320 west clay Job Reference (optional) I34552586 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-YhJrRiTzl5fYUKa5gJPI1nu3GlGacGxigaY?Iuyh?na Scale = 1:52.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 2x4 3x4 4x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-1-0 12-1-0 -1-0-0 1-0-0 6-0-8 6-0-8 12-1-0 6-0-8 13-1-0 1-0-0 1-3-06-3-71-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.08 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 151 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-1-0. (lb) - Max Horz 24=-153(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=-178(LC 4), 14=-154(LC 5), 23=-168(LC 5), 15=-150(LC 4) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) 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) 20, 21, 22, 18, 17, 16 except (jt=lb) 24=178, 14=154, 23=168, 15=150. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 4,2018 Job 320_WEST_CLAY Truss J01 Truss Type Jack-Open Girder Qty 1 Ply 1 320 west clay Job Reference (optional) I34552587 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-YhJrRiTzl5fYUKa5gJPI1nu1VlEXcIPigaY?Iuyh?na Scale = 1:21.0 1 2 3 4 6 53x8 3x4 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 0-11-02-11-02-6-52-11-06.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.26 0.21 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.04 0.01 (loc) 2-5 2-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-4-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=111/Mechanical, 2=239/0-3-8, 5=54/Mechanical Max Horz 2=75(LC 5) Max Uplift4=-59(LC 5), 2=-41(LC 5) Max Grav 4=111(LC 1), 2=239(LC 1), 5=84(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 28 lb down and 39 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 6=-28(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 4,2018 Job 320_WEST_CLAY Truss J02 Truss Type Jack-Open Qty 2 Ply 1 320 west clay Job Reference (optional) I34552588 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-1ttDe2UbWOnP5U9HE1wXZ?QDo9aVLlfrvEHYqKyh?nZ Scale = 1:21.0 1 2 3 4 53x8 3x4 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 0-11-02-11-02-6-52-11-06.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.23 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.04 0.01 (loc) 2-5 2-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-4-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=111/Mechanical, 2=225/0-3-8, 5=39/Mechanical Max Horz 2=75(LC 6) Max Uplift4=-59(LC 6), 2=-23(LC 6) Max Grav 4=111(LC 1), 2=225(LC 1), 5=79(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. September 4,2018 Job 320_WEST_CLAY Truss J03 Truss Type Jack-Open Girder Qty 1 Ply 2 320 west clay Job Reference (optional) I34552589 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-1ttDe2UbWOnP5U9HE1wXZ?QCa9S6LlfrvEHYqKyh?nZ Scale = 1:21.0 1 4 2 5 6 3 2x4 3x4 4-0-0 4-0-0 4-0-0 4-0-0 0-11-02-11-02-6-52-11-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.31 0.70 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.04 (loc) 3-4 3-4 2 l/defl >999 >448 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=805/0-3-8, 2=146/Mechanical, 3=405/Mechanical Max Horz 4=69(LC 5) Max Uplift4=-19(LC 5), 2=-53(LC 5), 3=-7(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) 2-ply truss to be connected together as follows: Top chords connected with 10d (0.131"x3") nails as follows: 2x3 - 1 row at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected with 10d (0.131"x3") nails as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 3. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 528 lb down and 25 lb up at 0-6-12, and 522 lb down and 28 lb up at 2-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-528(F) 6=-522(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 4,2018 Job 320_WEST_CLAY Truss J04 Truss Type Jack-Open Qty 1 Ply 1 320 west clay Job Reference (optional) I34552590 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-V4RbrNUDHivGjekTnkRm6CzOPZxC4C7?8u16Mnyh?nY Scale = 1:14.9 1 2 3 4 7 6 52x4 2x4 6x6 3x4 2x4 0-1-4 0-1-4 1-8-6 1-7-2 -1-8-13 1-8-13 1-8-6 1-8-6 1-1-151-10-115.15 12 Plate Offsets (X,Y)-- [4:0-1-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.24 0.07 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 6 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=238/0-6-13, 4=4/Mechanical, 5=-5/Mechanical Max Horz 7=41(LC 6) Max Uplift7=-73(LC 6), 4=-25(LC 5), 5=-10(LC 10) Max Grav 7=238(LC 1), 4=5(LC 2), 5=29(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-316/232 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 4, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. September 4,2018 Job 320_WEST_CLAY Truss J05 Truss Type Jack-Open Qty 4 Ply 1 320 west clay Job Reference (optional) I34552591 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-V4RbrNUDHivGjekTnkRm6CzQ4Zyc4Cu?8u16Mnyh?nY Scale = 1:15.1 1 2 3 4 53x8 3x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-11-01-11-01-6-51-11-06.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 2 2-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-7-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=45/Mechanical, 2=155/0-3-8, 5=20/Mechanical Max Horz 2=45(LC 6) Max Uplift4=-31(LC 6), 2=-26(LC 6) Max Grav 4=45(LC 1), 2=155(LC 1), 5=40(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. September 4,2018 Job 320_WEST_CLAY Truss J06 Truss Type Jack-Open Qty 1 Ply 1 320 west clay Job Reference (optional) I34552592 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-V4RbrNUDHivGjekTnkRm6CzPbZyG4Cu?8u16Mnyh?nY Scale = 1:15.0 1 2 5 3 4 2x4 2x4 2-9-15 2-9-15 -1-5-0 1-5-0 2-9-15 2-9-15 0-11-01-11-00-4-41-6-121-11-04.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.16 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=224/0-4-9, 3=57/Mechanical, 4=23/Mechanical Max Horz 5=62(LC 6) Max Uplift5=-55(LC 4), 3=-22(LC 6) Max Grav 5=224(LC 1), 3=57(LC 1), 4=49(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. September 4,2018 Job 320_WEST_CLAY Truss J07 Truss Type Jack-Open Qty 2 Ply 1 320 west clay Job Reference (optional) I34552593 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-zG?_3jVr2017LoJfLSy?eQWb6zHFpf88NYmfuDyh?nX Scale = 1:14.7 1 2 3 4 5 3x8 3x4 2-9-15 2-9-3 -1-3-8 1-3-8 2-9-15 2-9-15 0-10-81-10-81-6-41-10-84.24 12 Plate Offsets (X,Y)-- [2:0-2-4,0-0-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.11 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 2-5 2-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-7-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-15 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=65/Mechanical, 2=206/0-4-15, 5=28/Mechanical Max Horz 2=43(LC 4) Max Uplift4=-30(LC 4), 2=-46(LC 4) Max Grav 4=65(LC 1), 2=206(LC 1), 5=55(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. September 4,2018 Job 320_WEST_CLAY Truss J08 Truss Type Jack-Open Qty 1 Ply 1 320 west clay Job Reference (optional) I34552594 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-zG?_3jVr2017LoJfLSy?eQWalzIgpf88NYmfuDyh?nX Scale = 1:14.7 1 2 3 6 4 5 3x8 3x4 2-9-15 2-9-3 -1-3-8 1-3-8 2-9-15 2-9-15 0-10-81-10-81-6-41-10-84.24 12 Plate Offsets (X,Y)-- [2:0-2-4,0-0-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.14 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2-5 2-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-5-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-15 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=59/Mechanical, 5=24/Mechanical, 2=217/0-4-15 Max Horz 2=43(LC 4) Max Uplift4=-22(LC 4), 2=-49(LC 4) Max Grav 4=59(LC 1), 5=43(LC 2), 2=217(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. September 4,2018 Job 320_WEST_CLAY Truss M01 Truss Type Monopitch Qty 12 Ply 1 320 west clay Job Reference (optional) I34552595 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-zG?_3jVr2017LoJfLSy?eQWZMzG1pf88NYmfuDyh?nX Scale = 1:21.0 1 2 3 4 5 2x4 2x4 3x8 3x4 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 0-11-02-11-06.00 12 Plate Offsets (X,Y)-- [2:0-6-1,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.22 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 2-5 2-5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 2-3-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=148/Mechanical, 2=224/0-3-8 Max Horz 2=79(LC 5) Max Uplift5=-22(LC 6), 2=-36(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. September 4,2018 Job 320_WEST_CLAY Truss M02 Truss Type Monopitch Qty 6 Ply 1 320 west clay Job Reference (optional) I34552596 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-RSYMG3WTpJ9_yyusv9UEBd2fxNZ4Y6OHbCWDRfyh?nW Scale = 1:22.2 1 2 3 4 5 2x4 2x4 3x6 3x4 3x4 6-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 0-9-02-9-04.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-1-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.56 0.36 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.18 0.00 (loc) 2-5 2-5 5 l/defl >976 >391 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 3-1-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=231/Mechanical, 2=301/0-3-8 Max Horz 2=79(LC 5) Max Uplift5=-25(LC 6), 2=-47(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. September 4,2018 Job 320_WEST_CLAY Truss T01 Truss Type Common Qty 5 Ply 1 320 west clay Job Reference (optional) I34552597 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-RSYMG3WTpJ9_yyusv9UEBd2kDNUVY3oHbCWDRfyh?nW Scale = 1:40.3 1 2 3 4 5 6 7 8 9 10 4x6 6x10 4x6 5x12 2x4 2x4 6x10 4x6 9-11-8 9-11-8 19-11-0 9-11-8 -1-0-0 1-0-0 5-1-8 5-1-8 9-11-8 4-10-0 14-9-8 4-10-0 19-11-0 5-1-8 20-11-0 1-0-0 0-10-04-11-130-10-05.00 12 Plate Offsets (X,Y)-- [2:0-6-3,Edge], [8:0-6-3,Edge], [10:0-6-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.22 0.65 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.36 0.05 (loc) 8-10 8-10 8 l/defl >999 >666 n/a L/d 240 180 n/a PLATES MT20 Weight: 72 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 2-9-8, Right 2x6 SPF No.2 2-9-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-14 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=857/0-3-8, 8=857/0-3-8 Max Horz 2=-41(LC 7) Max Uplift2=-72(LC 6), 8=-72(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1321/195, 3-4=-1248/217, 4-5=-1024/155, 5-6=-1024/155, 6-7=-1248/217, 7-8=-1321/195 BOT CHORD 2-10=-132/1123, 8-10=-132/1123 WEBS 5-10=0/490, 6-10=-299/133, 4-10=-299/133 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. September 4,2018 Job 320_WEST_CLAY Truss T02 Truss Type Common Qty 3 Ply 1 320 west clay Job Reference (optional) I34552598 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-RSYMG3WTpJ9_yyusv9UEBd2hGNY2Y3aHbCWDRfyh?nW Scale = 1:40.8 1 2 3 4 5 6 7 8 9 12 11 10 4x6 4x8 4x6 3x6 2x4 3x6 3x8 2x4 5x8 4x6 4-0-0 4-0-0 4-1-12 0-1-12 11-10-10 7-8-14 19-11-0 8-0-6 -1-0-0 1-0-0 5-1-8 5-1-8 9-11-8 4-10-0 14-9-8 4-10-0 19-11-0 5-1-8 20-11-0 1-0-0 0-10-04-11-130-10-05.00 12 Plate Offsets (X,Y)-- [2:0-5-11,0-0-14], [8:0-5-15,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.41 0.43 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.16 0.01 (loc) 10-12 10-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 75 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 2-9-7, Right 2x6 SPF No.2 2-9-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 12=1078/0-3-8, 8=636/0-3-8 Max Horz 12=-41(LC 7) Max Uplift12=-168(LC 6), 8=-70(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-312/424, 3-4=-297/485, 4-5=-563/79, 5-6=-626/61, 6-7=-758/91, 7-8=-863/67 BOT CHORD 2-12=-374/305, 8-10=-27/727 WEBS 4-12=-977/368, 4-10=-111/514, 5-10=0/272, 6-10=-279/144 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 12=168. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. September 4,2018 Job 320_WEST_CLAY Truss T03 Truss Type Common Qty 5 Ply 1 320 west clay Job Reference (optional) I34552599 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-vf6kUPX6adHra5T2Ts?TkrbozmpzHXORqsFmz5yh?nV Scale = 1:41.4 1 2 3 4 5 6 7 89 10 4x6 6x10 4x6 4x6 5x12 6x10 4x6 4x6 8-11-8 8-11-8 17-11-0 8-11-8 -1-0-0 1-0-0 8-11-8 8-11-8 17-11-0 8-11-8 18-11-0 1-0-0 0-11-05-4-120-11-06.00 12 Plate Offsets (X,Y)-- [8:0-6-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.67 0.77 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.29 0.03 (loc) 2-8 2-8 6 l/defl >999 >739 n/a L/d 240 180 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 5-1-0, Right 2x6 SPF No.2 5-1-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=879/0-3-8, 6=879/0-3-8 Max Horz 2=-50(LC 4) Max Uplift2=-66(LC 6), 6=-66(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1110/116, 3-4=-976/140, 4-5=-976/140, 5-6=-1110/116 BOT CHORD 2-9=-9/873, 8-9=-9/873, 8-10=-9/873, 6-10=-9/873 WEBS 4-8=0/420 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. September 4,2018 Job 320_WEST_CLAY Truss T04 Truss Type Hip Qty 1 Ply 1 320 west clay Job Reference (optional) I34552600 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-vf6kUPX6adHra5T2Ts?TkrblVmqqHNcRqsFmz5yh?nV Scale = 1:94.7 12 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 1423 24 3x6 5x8 5x8 3x8 4x10 4x6 4x6 3x6 3x6 2x4 5x6 2x4 5x8 2x4 3x6 3x6 2x4 6x10 4x6 4x6 3x6 3x6 8-2-3 8-2-3 14-1-4 5-11-1 16-1-14 2-0-10 23-5-8 7-3-10 30-9-2 7-3-10 38-8-13 7-11-11 46-11-0 8-2-3 -1-0-0 1-0-0 8-2-3 8-2-3 16-1-14 7-11-11 23-5-8 7-3-10 30-9-2 7-3-10 38-8-13 7-11-11 46-11-0 8-2-3 47-11-0 1-0-0 0-11-08-11-150-11-08-11-156.00 12 Plate Offsets (X,Y)-- [2:0-7-1,Edge], [6:0-4-8,0-1-12], [8:0-5-0,0-2-0], [16:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.89 0.65 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.33 0.08 (loc) 16-17 14-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 207 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-21,6-17,8-17: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 4-7-13, Right 2x6 SPF No.2 4-7-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (5-3-13 max.): 6-8. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-21, 6-21, 7-17, 8-17, 10-16 REACTIONS.(lb/size) 2=392/0-3-8, 21=2441/0-3-8 (req. 0-3-13), 12=1365/0-3-8 Max Horz 2=-85(LC 4) Max Uplift2=-104(LC 6), 12=-112(LC 7) Max Grav 2=447(LC 10), 21=2441(LC 1), 12=1365(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-318/190, 4-5=0/462, 5-6=0/592, 6-7=-946/276, 7-8=-946/276, 8-9=-1403/283, 9-10=-1514/245, 10-11=-1923/292, 11-12=-2114/263 BOT CHORD 17-24=-6/1261, 16-24=-6/1261, 15-16=-156/1764, 14-15=-156/1764, 12-14=-156/1764 WEBS 4-22=0/308, 4-21=-712/182, 6-21=-2030/111, 6-19=0/250, 6-17=-112/1455, 7-17=-491/161, 8-17=-494/32, 8-16=0/573, 10-16=-591/174, 10-14=0/322 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) WARNING: Required bearing size at joint(s) 21 greater than input bearing size. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=104, 12=112. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 4,2018 Job 320_WEST_CLAY Truss T05 Truss Type Hip Qty 1 Ply 1 320 west clay Job Reference (optional) I34552601 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-Nrg6hlXkLxPiCF2E0aWiG28w5A7j0o9a3W?JVYyh?nU Scale: 1/8"=1' 12 3 4 5 6 7 8 9 10 11 12 13 14 21 20 19 18 17 16 1522 23 3x6 6x10 5x8 3x8 4x10 4x6 4x6 3x6 3x6 2x4 4x6 6x6 5x6 4x8 3x6 3x6 2x4 8x10 4x6 4x6 3x8 MT18HS 6-7-10 6-7-10 14-1-4 7-5-10 19-5-14 5-4-10 27-5-2 7-11-4 37-0-13 9-7-11 46-11-0 9-10-3 -1-0-0 1-0-0 6-7-10 6-7-10 13-0-12 6-5-2 19-5-14 6-5-2 27-5-2 7-11-4 33-10-4 6-5-2 40-3-6 6-5-2 46-11-0 6-7-10 47-11-0 1-0-0 0-11-010-7-150-11-010-7-156.00 12 Plate Offsets (X,Y)-- [2:0-7-1,Edge], [7:0-7-0,0-2-0], [8:0-5-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.83 0.86 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.63 0.07 (loc) 15-17 15-17 13 l/defl >999 >621 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 207 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 16-19: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-18,7-17,8-17: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 3-9-7, Right 2x6 SPF No.2 3-9-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (3-10-3 max.): 7-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-20. WEBS 1 Row at midpt 4-20, 6-20, 7-18, 9-17 REACTIONS.(lb/size) 2=502/0-3-8, 20=2274/0-3-8 (req. 0-3-9), 13=1467/0-3-8 Max Horz 2=102(LC 5) Max Uplift2=-84(LC 6), 20=-32(LC 6), 13=-118(LC 7) Max Grav 2=548(LC 10), 20=2274(LC 1), 13=1467(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-588/112, 3-4=-493/134, 5-6=0/269, 6-7=-742/246, 7-8=-1119/297, 8-9=-1342/292, 9-10=-2029/311, 10-11=-2103/288, 11-12=-2239/314, 12-13=-2346/279 BOT CHORD 2-21=-97/441, 20-21=-97/441, 19-20=-451/114, 18-19=-451/114, 18-22=0/570, 17-22=0/570, 16-17=-84/1612, 16-23=-84/1612, 15-23=-84/1612, 13-15=-186/1940 WEBS 4-21=0/296, 4-20=-592/125, 6-20=-1903/228, 6-18=-33/1514, 7-18=-862/97, 7-17=-70/945, 9-17=-731/198, 9-15=0/500 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 20 greater than input bearing size. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 20 except (jt=lb) 13=118. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks with fixed 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. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 4,2018 Job 320_WEST_CLAY Truss T06 Truss Type Hip Qty 1 Ply 1 320 west clay Job Reference (optional) I34552602 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-r1EUv5YM6EXZpPdRaH1xpGg8eaUmlGCkI9kt1_yh?nT Scale = 1:104.9 12 3 4 5 6 7 8 9 10 11 12 13 14 21 20 19 18 17 16 152223 24 25 3x6 5x8 5x6 3x8 4x10 4x6 4x6 3x6 3x6 2x4 3x6 4x6 3x6 4x10 3x6 4x6 2x4 8x10 4x6 4x6 3x16 MT18HS 7-8-15 7-8-15 14-1-4 6-4-5 22-9-14 8-8-10 24-1-2 1-3-4 35-4-13 11-3-11 46-11-0 11-6-3 -1-0-0 1-0-0 7-8-15 7-8-15 15-3-7 7-6-7 22-9-14 7-6-7 24-1-2 1-3-4 31-7-9 7-6-7 39-2-1 7-6-7 46-11-0 7-8-15 47-11-0 1-0-0 0-11-012-3-150-11-012-3-156.00 12 Plate Offsets (X,Y)-- [2:0-7-1,Edge], [7:0-6-0,0-2-8], [8:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.65 0.75 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.57 -0.98 0.07 (loc) 15-17 15-17 13 l/defl >687 >403 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 227 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-21,4-20,9-15,11-15: 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 4-4-14, Right 2x6 SPF No.2 4-4-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins, except 2-0-0 oc purlins (5-11-11 max.): 7-8. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-20, 7-18, 9-17 REACTIONS.(lb/size) 2=475/0-3-8, 20=2378/0-3-8 (req. 0-3-12), 13=1448/0-3-8 Max Horz 2=-118(LC 4) Max Uplift2=-84(LC 6), 20=-51(LC 6), 13=-125(LC 7) Max Grav 2=533(LC 10), 20=2378(LC 1), 13=1448(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-493/116, 3-4=-397/140, 4-5=0/268, 5-6=0/368, 6-7=-935/290, 7-8=-808/302, 8-9=-1018/292, 9-10=-1909/322, 10-11=-1999/296, 11-12=-2176/329, 12-13=-2275/289 BOT CHORD 2-21=-108/355, 20-21=-108/355, 17-18=0/726, 17-24=-61/1432, 16-24=-61/1432, 16-25=-61/1432, 15-25=-61/1432, 13-15=-188/1898 WEBS 4-21=0/276, 4-20=-606/163, 6-20=-1758/221, 6-18=0/1050, 7-18=-763/0, 7-17=-37/994, 8-17=-43/268, 9-17=-922/240, 9-15=-4/672, 11-15=-296/190 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 20 greater than input bearing size. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 20 except (jt=lb) 13=125. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks with fixed 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. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 4,2018 Job 320_WEST_CLAY Truss T07 Truss Type Common Qty 2 Ply 1 320 west clay Job Reference (optional) I34552603 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-JEot6RZ_tYgQRZBd8?YALTDIv_mTUjctWpUQaQyh?nS Scale = 1:105.6 12 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 1422 23 24 3x6 5x6 3x6 4x10 4x6 4x6 3x6 3x6 2x4 3x6 4x6 4x8 3x6 3x6 3x6 2x4 6x10 4x6 4x6 3x6 3x8 7-11-8 7-11-8 14-1-4 6-1-12 23-5-8 9-4-4 31-2-8 7-9-0 38-11-8 7-9-0 46-11-0 7-11-8 -1-0-0 1-0-0 7-11-8 7-11-8 15-8-8 7-9-0 23-5-8 7-9-0 31-2-8 7-9-0 38-11-8 7-9-0 46-11-0 7-11-8 47-11-0 1-0-0 0-11-012-7-120-11-06.00 12 Plate Offsets (X,Y)-- [2:0-7-1,Edge], [16:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.75 0.97 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.52 0.08 (loc) 17-20 17-20 12 l/defl >999 >763 n/a L/d 240 180 n/a PLATES MT20 Weight: 208 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-20,6-17,7-17,8-17: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 4-6-5, Right 2x6 SPF No.2 4-6-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-5 oc purlins. BOT CHORD Structural wood sheathing directly applied or 1-4-12 oc bracing. WEBS 1 Row at midpt 6-20, 8-17, 10-16 REACTIONS.(lb/size) 2=413/0-3-8, 20=2450/0-3-8 (req. 0-3-13), 12=1383/0-3-8 Max Horz 2=-121(LC 4) Max Uplift2=-97(LC 6), 20=-36(LC 6), 12=-130(LC 7) Max Grav 2=497(LC 10), 20=2450(LC 1), 12=1383(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-407/159, 3-4=-309/200, 4-5=0/390, 5-6=0/498, 6-7=-882/305, 7-8=-884/305, 8-9=-1505/316, 9-10=-1597/279, 10-11=-2047/312, 11-12=-2145/285 BOT CHORD 2-21=-132/281, 20-21=-132/281, 17-24=-50/1346, 16-24=-50/1346, 15-16=-173/1787, 14-15=-173/1787, 12-14=-173/1787 WEBS 4-21=0/268, 4-20=-616/169, 6-20=-1801/208, 6-17=0/1028, 7-17=-102/295, 8-17=-987/221, 8-16=0/535, 10-16=-522/144, 10-14=0/310 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) WARNING: Required bearing size at joint(s) 20 greater than input bearing size. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 20 except (jt=lb) 12=130. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. September 4,2018 Job 320_WEST_CLAY Truss T08 Truss Type Common Qty 2 Ply 1 320 west clay Job Reference (optional) I34552604 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-oQMFJnacesoG3jmpii3PuhmPDOHzDM61lTD_6tyh?nR Scale = 1:54.2 1 2 3 4 7 6 5 6x8 4x6 3x4 3x4 3x8 6x8 6-11-8 6-11-8 13-11-0 6-11-8 6-11-8 6-11-8 13-11-0 6-11-8 14-11-0 1-0-0 1-3-07-0-91-3-010.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-10], [3:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.97 0.32 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 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 WEBS 2x3 SPF No.2 *Except* 1-7,3-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=542/Mechanical, 5=617/0-3-8 Max Horz 7=-182(LC 4) Max Uplift7=-16(LC 6), 5=-51(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-532/80, 2-3=-540/85, 1-7=-482/76, 3-5=-556/114 WEBS 2-6=0/273 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) The Fabrication Tolerance at joint 1 = 16%, joint 3 = 16% 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. September 4,2018 Job 320_WEST_CLAY Truss T09 Truss Type Roof Special Qty 1 Ply 1 320 west clay Job Reference (optional) I34552605 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-oQMFJnacesoG3jmpii3PuhmPkO9uDD91lTD_6tyh?nR Scale = 1:83.7 1 2 3 4 5 6 7 8 9 15 14 13 12 11 1016 17 6x10 6x8 4x6 3x6 2x4 3x6 3x6 3x8 4x8 3x4 4x6 5x8 3x6 3-6-0 3-6-0 11-6-0 8-0-0 19-9-4 8-3-4 31-6-8 11-9-4 -1-0-0 1-0-0 3-6-0 3-6-0 11-6-0 8-0-0 19-9-4 8-3-4 25-6-2 5-8-14 31-6-8 6-0-6 32-6-8 1-0-0 1-3-04-2-011-0-111-3-04-2-010.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-5-12,0-1-0], [13:0-2-8,0-1-8], [14:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 1.00 0.77 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.48 -1.06 0.07 (loc) 10-11 10-11 10 l/defl >775 >353 n/a L/d 240 180 n/a PLATES MT20 Weight: 136 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 10-12: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-11,5-11,2-15,8-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-11-6 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11, 6-11, 6-10 REACTIONS.(lb/size) 15=1349/0-3-8, 10=1448/0-3-8 Max Horz 15=-264(LC 4) Max Uplift15=-106(LC 6), 10=-68(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1427/129, 3-4=-2470/245, 4-5=-1402/181, 5-6=-1351/209, 6-7=-425/148, 7-8=-624/125, 2-15=-1343/139, 8-10=-574/165 BOT CHORD 14-15=-258/291, 13-14=-79/1053, 12-13=-142/2486, 11-12=-142/2486, 11-16=0/1072, 16-17=0/1072, 10-17=0/1072 WEBS 3-13=-130/1576, 4-13=-583/146, 4-11=-1690/260, 5-11=-94/1165, 2-14=-4/1099, 6-10=-968/42 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 15=106. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. September 4,2018 Job 320_WEST_CLAY Truss T10 Truss Type Roof Special Qty 1 Ply 1 320 west clay Job Reference (optional) I34552606 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-GcwdX6bEO9w7gtL0FQaeRuIgLnWsycjA_7zXeJyh?nQ Scale = 1:83.7 12 3 4 5 6 7 8 9 15 14 13 12 11 1016 17 6x8 5x8 4x6 3x6 2x4 3x6 3x6 3x6 4x8 3x4 3x8 5x8 3x6 4-8-6 4-8-6 12-8-6 8-0-0 19-9-4 7-0-14 31-6-8 11-9-4 -1-0-0 1-0-0 4-8-6 4-8-6 12-8-6 8-0-0 19-9-4 7-0-14 25-6-2 5-8-14 31-6-8 6-0-6 32-6-8 1-0-0 1-3-05-2-011-0-111-3-05-2-010.00 12 Plate Offsets (X,Y)-- [2:0-3-5,0-1-8], [3:0-4-8,0-1-8], [13:0-2-8,0-1-8], [14:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.62 0.72 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.47 -1.05 0.06 (loc) 10-11 10-11 10 l/defl >805 >356 n/a L/d 240 180 n/a PLATES MT20 Weight: 136 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 10-12: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-11,2-15,8-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11, 6-11, 6-10 REACTIONS.(lb/size) 15=1349/0-3-8, 10=1448/0-3-8 Max Horz 15=-264(LC 4) Max Uplift15=-106(LC 6), 10=-68(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1485/141, 3-4=-2034/224, 4-5=-1374/194, 5-6=-1351/211, 6-7=-419/143, 7-8=-618/119, 2-15=-1321/149, 8-10=-569/160 BOT CHORD 14-15=-269/308, 13-14=-64/1075, 12-13=-96/2044, 11-12=-96/2044, 11-16=0/1074, 16-17=0/1074, 10-17=0/1074 WEBS 3-13=-91/1125, 4-13=-501/125, 4-11=-1328/224, 5-11=-120/1204, 2-14=-18/1035, 6-10=-975/50 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 15=106. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. September 4,2018 Job 320_WEST_CLAY Truss T11 Truss Type Roof Special Qty 1 Ply 1 320 west clay Job Reference (optional) I34552607 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-GcwdX6bEO9w7gtL0FQaeRuIcynVKydGA_7zXeJyh?nQ Scale = 1:86.8 12 3 4 5 6 7 13 12 11 10 9 814 15 16 17 4x6 5x12 4x6 3x6 3x4 3x6 3x12 6x6 2x4 4x8 3x6 4x6 6-1-10 6-1-10 14-1-10 8-0-0 22-11-0 8-9-6 31-8-0 8-9-0 -1-0-0 1-0-0 0-2-14 0-2-14 6-1-10 5-10-13 14-1-10 8-0-0 20-0-2 5-10-7 25-10-4 5-10-2 31-8-0 5-9-12 1-0-106-2-010-11-81-1-126-2-010.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-3-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.84 0.82 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.38 0.09 (loc) 8-9 9-11 8 l/defl >999 >978 n/a L/d 240 180 n/a PLATES MT20 Weight: 141 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-9,5-9: 2x4 SPF No.2, 7-8,2-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-2 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-12, 4-9, 6-8 REACTIONS.(lb/size) 13=1471/0-3-8, 8=1444/0-5-0 Max Horz 13=272(LC 5) Max Uplift13=-107(LC 6), 8=-35(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1719/151, 3-4=-1240/167, 4-5=-1122/187, 5-6=-1607/248, 6-7=-422/122, 7-8=-360/103, 2-13=-1419/162 BOT CHORD 12-13=-300/338, 12-14=-67/2043, 11-14=-67/2043, 10-11=-69/2036, 10-15=-69/2036, 9-15=-69/2036, 9-16=-23/1219, 16-17=-23/1219, 8-17=-23/1219 WEBS 2-12=-65/1028, 3-12=0/610, 4-12=-999/52, 4-11=0/368, 4-9=-1514/185, 5-9=-161/1313, 6-8=-1371/41 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 13=107. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. September 4,2018 Job 320_WEST_CLAY Truss T12 Truss Type Roof Special Qty 1 Ply 1 320 west clay Job Reference (optional) I34552608 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-C?1NyocVwnArwAVONrd6WJO?LbBXQW7TRRSejByh?nO Scale = 1:83.9 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 1017 18 19 20 4x6 2x4 4x6 5x8 5x6 4x6 5x6 2x4 6x8 3x6 3x4 3x6 4x8 3x6 3x8 7-1-3 7-1-3 15-1-3 8-0-0 23-2-14 8-1-10 31-8-0 8-5-2 -1-0-0 1-0-0 0-11-9 0-11-9 7-1-3 6-1-10 15-1-3 8-0-0 19-9-4 4-8-1 25-3-1 5-5-13 30-8-14 5-5-13 31-8-0 0-11-2 2-0-107-2-01-11-011-0-111-11-07-2-010.00 12 Plate Offsets (X,Y)-- [4:0-4-12,0-1-4], [13:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.59 0.77 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.36 0.08 (loc) 10-11 10-11 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 150 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-13,5-11,6-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-6 max.): 1-3, 4-5, 8-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 7-10 REACTIONS.(lb/size) 16=1514/0-3-8, 10=1467/Mechanical Max Horz 16=-269(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1719/157, 4-5=-1768/205, 5-6=-1071/192, 6-7=-1660/272, 7-8=-559/247 BOT CHORD 15-16=-207/718, 15-17=-57/1239, 14-17=-57/1239, 13-14=-57/1239, 12-13=-14/1770, 12-18=-14/1770, 11-18=-14/1770, 11-19=-11/1246, 19-20=-11/1246, 10-20=-11/1246 WEBS 3-16=-1585/215, 3-15=-60/539, 4-13=-38/701, 5-11=-1331/170, 6-11=-204/1401, 7-10=-1244/0, 8-10=-634/255 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 31-6-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. September 4,2018 Job 320_WEST_CLAY Truss T13 Truss Type Hip Qty 1 Ply 1 320 west clay Job Reference (optional) I34552609 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-gBbl98d7h4IiXK4axY8L2Xw8i?Vr9yncg5BBFeyh?nN Scale = 1:82.0 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 1119 20 21 22 3x4 5x6 5x8 3x8 3x8 3x6 3x6 6x10 6x8 3x8 2x4 3x8 3x6 2x4 6x10 4x6 4x6 3x6 9-10-4 9-10-4 11-7-10 1-9-6 19-0-14 7-5-4 26-6-2 7-5-4 34-5-13 7-11-11 42-8-0 8-2-3 5-11-1 5-11-1 11-7-10 5-8-9 19-0-14 7-5-4 26-6-2 7-5-4 34-5-13 7-11-11 42-8-0 8-2-3 43-8-0 1-0-0 3-2-28-11-150-11-08-11-156.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-0], [5:0-5-0,0-2-0], [9:0-7-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.75 0.96 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.51 0.10 (loc) 17-18 17-18 9 l/defl >544 >229 n/a L/d 240 180 n/a PLATES MT20 Weight: 189 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-16,4-13: 2x4 SPF No.2, 1-18: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 4-7-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-6 max.): 3-5. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 2-17, 3-16, 4-16, 7-13 REACTIONS.(lb/size) 18=412/Mechanical, 17=2060/0-3-8, 9=1450/0-3-8 Max Horz 18=-147(LC 4) Max Uplift18=-58(LC 6), 9=-109(LC 7) Max Grav 18=453(LC 10), 17=2060(LC 1), 9=1450(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-408/208, 3-4=-286/217, 4-5=-1413/306, 5-6=-1577/293, 6-7=-1687/255, 7-8=-2182/303, 8-9=-2282/273 BOT CHORD 16-17=-980/173, 16-21=-14/1236, 15-21=-14/1236, 14-15=-14/1236, 14-22=-14/1236, 13-22=-14/1236, 12-13=-165/1910, 11-12=-165/1910, 9-11=-165/1910 WEBS 2-17=-1982/289, 2-16=-139/1759, 4-16=-1510/115, 4-14=0/435, 4-13=-31/303, 5-13=0/301, 7-13=-581/173, 7-11=0/320 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18 except (jt=lb) 9=109. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 4,2018 Job 320_WEST_CLAY Truss T14 Truss Type Hip Qty 1 Ply 1 320 west clay Job Reference (optional) I34552610 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-gBbl98d7h4IiXK4axY8L2Xw6O?UA9yDcg5BBFeyh?nN Scale = 1:91.6 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 1219 20 21 22 3x8 5x8 6x10 3x8 3x6 3x4 6x10 5x12 3x8 3x6 3x4 2x4 3x6 4x6 8x10 4x6 4x6 3x8 9-10-4 9-10-4 14-11-10 5-1-6 23-2-2 8-2-8 32-9-13 9-7-11 42-8-0 9-10-3 7-7-1 7-7-1 14-11-10 7-4-9 23-2-2 8-2-8 29-7-4 6-5-2 36-0-6 6-5-2 42-8-0 6-7-10 43-8-0 1-0-0 3-2-210-7-150-11-010-7-156.00 12 Plate Offsets (X,Y)-- [4:0-4-8,0-1-12], [5:0-7-0,0-2-0], [14:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.89 1.00 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.38 -0.22 0.09 (loc) 12-14 17-18 10 l/defl >999 >523 n/a L/d 240 180 n/a PLATES MT20 Weight: 189 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-15,5-15,5-14: 2x4 SPF No.2, 1-18: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 3-9-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-3 max.): 4-5. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 3-17, 4-15, 5-15, 6-14, 3-18 REACTIONS.(lb/size) 17=2153/0-3-8, 18=341/Mechanical, 10=1506/0-3-8 Max Horz 18=-163(LC 4) Max Uplift17=-20(LC 6), 18=-36(LC 6), 10=-113(LC 7) Max Grav 17=2153(LC 1), 18=407(LC 10), 10=1506(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-777/237, 4-5=-595/251, 5-6=-1431/289, 6-7=-2104/309, 7-8=-2178/286, 8-9=-2312/312, 9-10=-2419/277 BOT CHORD 16-17=-597/152, 15-16=-597/152, 15-21=0/1211, 14-21=0/1211, 13-14=-82/1685, 13-22=-82/1685, 12-22=-82/1685, 10-12=-184/2002 WEBS 3-17=-1939/302, 3-15=-75/1587, 5-15=-1042/71, 5-14=-34/967, 6-14=-720/199, 6-12=0/485 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 18 except (jt=lb) 10=113. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 4,2018 Job 320_WEST_CLAY Truss T15 Truss Type Hip Qty 1 Ply 1 320 west clay Job Reference (optional) I34552611 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-8O98NUelSOQZ9UfnUFfabkTLPPtQuS8mvlxln4yh?nM Scale = 1:100.1 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 1320 21 22 25 23 24 3x6 5x6 5x8 3x8 3x6 4x6 3x4 4x6 4x8 4x6 3x6 4x6 2x4 3x4 3x8 8x10 4x6 4x6 3x16 MT18HS 9-10-4 9-10-4 18-3-10 8-5-6 19-10-2 1-6-8 31-1-13 11-3-11 42-8-0 11-6-3 6-2-14 6-2-14 12-3-4 6-0-6 18-3-10 6-0-6 19-10-2 1-6-8 27-4-9 7-6-7 34-11-1 7-6-7 42-8-0 7-8-15 43-8-0 1-0-0 3-2-212-3-150-11-012-3-156.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-0], [6:0-6-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.62 0.75 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.58 -1.00 0.05 (loc) 13-15 13-15 11 l/defl >680 >396 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 214 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-18,7-13,9-13,3-19: 2x3 SPF No.2, 1-19: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 4-4-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 5-16, 6-16, 7-15 REACTIONS.(lb/size) 18=2588/0-3-8, 19=47/Mechanical, 11=1397/0-3-8 Max Horz 19=-179(LC 4) Max Uplift18=-77(LC 6), 19=-122(LC 11), 11=-114(LC 7) Max Grav 18=2588(LC 1), 19=173(LC 10), 11=1397(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=0/588, 4-5=-766/260, 5-6=-606/266, 6-7=-908/257, 7-8=-1807/289, 8-9=-1898/263, 9-10=-2076/297, 10-11=-2173/256 BOT CHORD 19-20=-280/144, 20-21=-280/144, 18-21=-280/144, 15-16=0/721, 15-23=-30/1337, 14-23=-30/1337, 14-24=-30/1337, 13-24=-30/1337, 11-13=-160/1812 WEBS 3-18=-467/193, 4-18=-1825/227, 4-16=0/1033, 6-16=-1062/37, 6-15=-43/1095, 7-15=-926/242, 7-13=-6/679, 9-13=-302/193, 3-19=-45/451 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) 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) 18 except (jt=lb) 19=122, 11=114. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks with fixed 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. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 4,2018 Job 320_WEST_CLAY Truss T16 Truss Type Common Qty 2 Ply 1 320 west clay Job Reference (optional) I34552612 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-8O98NUelSOQZ9UfnUFfabkTLBPwpuRHmvlxln4yh?nM Scale = 1:101.7 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 1219 20 21 22 23 3x6 5x6 3x6 3x6 4x6 3x4 4x6 4x8 3x6 3x4 3x6 2x4 3x4 3x8 6x10 4x6 4x6 3x6 9-10-4 9-10-4 19-0-14 9-2-10 26-10-7 7-9-9 34-7-15 7-9-9 42-8-0 8-0-1 6-5-15 6-5-15 12-9-7 6-3-7 19-0-14 6-3-7 26-10-7 7-9-9 34-7-15 7-9-9 42-8-0 8-0-1 43-8-0 1-0-0 3-2-212-8-90-11-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.63 0.53 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.41 0.06 (loc) 17-18 17-18 10 l/defl >705 >285 n/a L/d 240 180 n/a PLATES MT20 Weight: 195 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-17,4-15,5-15,6-15: 2x4 SPF No.2, 1-18: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 4-6-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 6-15, 8-14 REACTIONS.(lb/size) 17=2604/0-3-8, 18=31/Mechanical, 10=1355/0-3-8 Max Horz 18=-183(LC 4) Max Uplift17=-66(LC 6), 18=-134(LC 11), 10=-119(LC 7) Max Grav 17=2604(LC 1), 18=160(LC 10), 10=1355(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=0/610, 4-5=-781/277, 5-6=-810/270, 6-7=-1347/281, 7-8=-1535/244, 8-9=-1989/280, 9-10=-2088/254 BOT CHORD 18-19=-297/134, 19-20=-297/134, 17-20=-297/134, 15-23=-17/1290, 14-23=-17/1290, 13-14=-145/1738, 12-13=-145/1738, 10-12=-145/1738 WEBS 3-17=-488/198, 4-17=-1814/209, 4-15=0/965, 5-15=-88/265, 6-15=-1001/223, 6-14=0/547, 8-14=-528/148, 8-12=0/309, 3-18=-35/469 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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) 17 except (jt=lb) 18=134, 10=119. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. September 4,2018 Job 320_WEST_CLAY Truss T17 Truss Type Common Qty 10 Ply 1 320 west clay Job Reference (optional) I34552613 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-cajWaqeNDiYQneEz2zAp8y?W2oG_duev7PgIJWyh?nL Scale = 1:101.3 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 1219 20 21 22 23 3x6 5x6 3x6 3x8 4x6 3x4 4x6 4x8 3x6 3x4 3x6 2x4 3x4 3x6 6x10 4x6 4x6 3x6 9-10-4 9-10-4 19-2-8 9-4-4 26-11-8 7-9-0 34-8-8 7-9-0 42-8-0 7-11-8 6-6-8 6-6-8 12-10-8 6-4-0 19-2-8 6-4-0 26-11-8 7-9-0 34-8-8 7-9-0 42-8-0 7-11-8 43-8-0 1-0-0 3-0-812-7-120-11-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.63 0.53 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.40 0.06 (loc) 15-17 17-18 10 l/defl >999 >290 n/a L/d 240 180 n/a PLATES MT20 Weight: 194 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-17,4-15,5-15,6-15: 2x4 SPF No.2, 1-18: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 4-6-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-1 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18. WEBS 1 Row at midpt 4-17, 6-15, 8-14 REACTIONS.(lb/size) 17=2598/0-3-8, 18=31/Mechanical, 10=1356/0-3-8 Max Horz 18=-180(LC 4) Max Uplift17=-68(LC 6), 18=-133(LC 11), 10=-119(LC 7) Max Grav 17=2598(LC 1), 18=158(LC 10), 10=1356(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=0/616, 4-5=-797/276, 5-6=-824/270, 6-7=-1356/281, 7-8=-1543/244, 8-9=-1993/280, 9-10=-2092/253 BOT CHORD 18-19=-302/132, 19-20=-302/132, 17-20=-302/132, 15-23=-19/1297, 14-23=-19/1297, 13-14=-145/1741, 12-13=-145/1741, 10-12=-145/1741 WEBS 3-17=-487/199, 4-17=-1817/211, 4-15=0/950, 5-15=-88/277, 6-15=-993/222, 6-14=0/541, 8-14=-523/147, 8-12=0/307, 3-18=-37/470 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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) 17 except (jt=lb) 18=133, 10=119. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. September 4,2018 Job 320_WEST_CLAY Truss T18 Truss Type Common Qty 5 Ply 1 320 west clay Job Reference (optional) I34552614 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-cajWaqeNDiYQneEz2zAp8y?cKoKId3uv7PgIJWyh?nL Scale = 1:29.6 1 2 3 4 5 6 7 8 4x6 4x8 4x6 4x6 4x8 4x6 4x6 2x4 5-11-8 5-11-8 11-11-0 5-11-8 -1-0-0 1-0-0 5-11-8 5-11-8 11-11-0 5-11-8 12-11-0 1-0-0 0-11-03-10-120-11-06.00 12 Plate Offsets (X,Y)-- [2:0-6-1,0-0-5], [6:0-6-1,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.23 0.26 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.01 (loc) 6-8 6-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 3-4-14, Right 2x6 SPF No.2 3-4-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=537/0-3-8, 6=537/0-3-8 Max Horz 2=-36(LC 4) Max Uplift2=-54(LC 6), 6=-54(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-583/101, 3-4=-483/118, 4-5=-483/118, 5-6=-582/101 BOT CHORD 2-8=-13/432, 6-8=-13/432 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. September 4,2018 Job 320_WEST_CLAY Truss T19 Truss Type Common Qty 1 Ply 1 320 west clay Job Reference (optional) I34552615 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-4mHuoAf?_?gHOop9cgh2g9Yg1ChsMWE2M3Qrszyh?nK Scale = 1:48.6 1 2 3 4 5 8 7 6 4x6 2x4 2x4 3x8 5x8 5x8 6-0-8 6-0-8 12-1-0 6-0-8 -1-0-0 1-0-0 6-0-8 6-0-8 12-1-0 6-0-8 13-1-0 1-0-0 1-3-06-3-71-3-010.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.68 0.24 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.00 (loc) 6-7 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=540/0-3-8, 6=540/0-3-8 Max Horz 8=-153(LC 4) Max Uplift8=-49(LC 6), 6=-49(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-453/79, 3-4=-453/79, 2-8=-488/108, 4-6=-488/108 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. September 4,2018 Job 320_WEST_CLAY Truss T20 Truss Type Common Qty 3 Ply 1 320 west clay Job Reference (optional) I34552616 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-4mHuoAf?_?gHOop9cgh2g9Yg9ChyMWI2M3Qrszyh?nK Scale = 1:50.7 1 2 3 4 7 6 5 4x6 3x6 3x4 2x4 3x8 5x8 6-0-8 6-0-8 9-7-8 3-7-0 -1-0-0 1-0-0 6-0-8 6-0-8 9-7-8 3-7-0 1-3-06-3-73-3-910.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.67 0.23 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7,4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=446/0-3-8, 5=369/Mechanical Max Horz 7=189(LC 5) Max Uplift7=-42(LC 6), 5=-26(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-326/72, 3-4=-257/90, 2-7=-390/107, 4-5=-348/51 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. September 4,2018 Job 320_WEST_CLAY Truss TG01 Truss Type Common Girder Qty 1 Ply 4 320 west clay Job Reference (optional) I34552617 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-ZyrG?WgdlJo80xNMAOCHDN5u8cxT5vhCbj9POPyh?nJ Scale = 1:103.0 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 1319 20 21 22 23 24 3x6 5x6 3x6 8x8 3x6 3x6 4x6 3x6 2x4 4x6 3x6 4x8 3x6 4x6 2x4 4x6 3x6 3x6 4x6 8-0-3 8-0-3 14-1-4 6-1-1 23-5-8 9-4-4 35-9-7 12-3-15 46-11-0 11-1-9 8-0-3 8-0-3 15-8-13 7-8-11 23-5-8 7-8-11 31-2-3 7-8-11 38-10-13 7-8-11 46-11-0 8-0-3 47-11-0 1-0-0 0-11-012-7-120-11-06.00 12 Plate Offsets (X,Y)-- [1:0-4-1,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.46 0.60 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.28 0.02 (loc) 1-18 1-18 11 l/defl >999 >613 n/a L/d 240 180 n/a PLATES MT20 Weight: 986 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 14-16: 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18,3-17,9-13: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 4-5-8, Right 2x4 SPF-S Stud 4-5-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-17. REACTIONS.(lb/size) 1=3500/0-3-8, 17=3288/0-3-8, 11=1476/0-3-8 Max Horz 1=120(LC 4) Max Uplift17=-72(LC 5), 11=-117(LC 17) Max Grav 1=3577(LC 9), 17=3288(LC 1), 11=1476(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2629/28, 2-3=-2528/69, 3-4=0/353, 4-5=0/449, 5-6=-1037/190, 6-7=-1042/174, 7-8=-2022/192, 8-9=-2116/154, 9-10=-2274/178, 10-11=-2371/136 BOT CHORD 1-19=-74/2306, 19-20=-74/2306, 18-20=-74/2306, 17-18=-74/2306, 15-23=0/1452, 14-23=0/1452, 14-24=0/1452, 13-24=0/1452, 11-13=-60/1991 WEBS 3-18=0/2378, 3-17=-3001/126, 5-17=-1832/93, 5-15=0/1047, 6-15=-48/426, 7-15=-944/210, 7-13=-2/766, 9-13=-319/177 NOTES-(11-12) 1) 4-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 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) 17 except (jt=lb) 11=117. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1447 lb down at 2-0-12, and 2551 lb down and 174 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 4,2018 Job 320_WEST_CLAY Truss TG01 Truss Type Common Girder Qty 1 Ply 4 320 west clay Job Reference (optional) I34552617 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:30 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-ZyrG?WgdlJo80xNMAOCHDN5u8cxT5vhCbj9POPyh?nJ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 6-12=-60, 1-21=-20, 21-22=-60, 22-23=-20, 23-24=-60, 11-24=-20 Concentrated Loads (lb) Vert: 19=-1447(B) 20=-2551(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 320_WEST_CLAY Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 1 320 west clay Job Reference (optional) I34552618 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-19PeCshFWdw?e5yYj5kWlad4O0BeqCqLpNvywryh?nI Scale = 1:55.5 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 4x10 5x12 4x6 2x4 5x8 3x8 5x12 2x4 2x4 4x8 4x6 5x12 5x6 5x6 2-0-0 2-0-0 6-0-0 4-0-0 10-0-0 4-0-0 14-11-8 4-11-8 21-11-0 6-11-8 -1-0-0 1-0-0 2-0-0 2-0-0 6-0-0 4-0-0 10-0-0 4-0-0 14-11-8 4-11-8 21-11-0 6-11-8 22-11-0 1-0-0 1-3-02-11-07-0-91-3-02-11-010.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-8-4,0-2-0], [8:0-8-15,0-0-7], [10:0-3-8,0-2-0], [14:0-3-8,0-1-8] 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.43 0.98 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.28 0.05 (loc) 11-13 11-13 8 l/defl >999 >929 n/a L/d 240 180 n/a PLATES MT20 Weight: 115 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Right 2x8 SP 2400F 2.0E 4-8-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-11 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-10 REACTIONS.(lb/size) 15=1429/0-3-8, 8=1137/0-3-8 Max Horz 15=167(LC 4) Max Uplift15=-193(LC 5), 8=-92(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1328/178, 3-16=-2458/297, 4-16=-2457/297, 4-17=-2457/297, 5-17=-2458/297, 5-6=-1203/155, 6-7=-1111/154, 7-8=-1292/104, 2-15=-1413/201 BOT CHORD 14-18=-164/967, 13-18=-164/967, 12-13=-267/2863, 11-12=-267/2863, 10-11=-270/2849, 8-10=-10/854 WEBS 3-14=-351/99, 3-13=-176/1762, 4-13=-367/196, 5-13=-480/12, 5-11=0/301, 5-10=-2238/291, 6-10=-83/1150, 2-14=-100/1056 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 15=193. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 58 lb up at 2-0-0, 91 lb down and 58 lb up at 4-0-12, and 91 lb down and 58 lb up at 6-0-12, and 126 lb down and 51 lb up at 7-10-8 on top chord, and 44 lb down at 2-0-12, 39 lb down at 4-0-12, and 39 lb down at 6-0-12, and 385 lb down and 19 lb up at 7-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. September 4,2018 Job 320_WEST_CLAY Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 1 320 west clay Job Reference (optional) I34552618 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:31 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-19PeCshFWdw?e5yYj5kWlad4O0BeqCqLpNvywryh?nI LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-9=-60, 8-15=-20 Concentrated Loads (lb) Vert: 3=-51(F) 12=-385(F) 14=-34(F) 13=-19(F) 4=-51(F) 16=-51(F) 17=-86(F) 18=-19(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 320_WEST_CLAY Truss TG03 Truss Type Half Hip Girder Qty 1 Ply 1 320 west clay Job Reference (optional) I34552619 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-19PeCshFWdw?e5yYj5kWlad9J0QrqRGLpNvywryh?nI Scale = 1:15.1 1 2 3 4 7 6 5 4x8 2x4 4x6 2x4 3x4 3x6 0-9-10 0-9-10 2-0-0 1-2-6 -1-0-0 1-0-0 0-9-10 0-9-10 2-0-0 1-2-6 1-3-01-11-010.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.11 0.01 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=45/Mechanical, 7=160/0-3-8 Max Horz 7=58(LC 4) Max Uplift5=-29(LC 4), 7=-33(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) 5, 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2 lb down and 70 lb up at 0-9-10 on top chord, and 24 lb down and 17 lb up at 0-9-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. September 4,2018 Job 320_WEST_CLAY Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 3 320 west clay Job Reference (optional) I34552620 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-VLy1QBiuHw2sFFXkHpFlIoAHZPh5Zk1V21eVTIyh?nH Scale = 1:87.7 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 1019 20 21 22 23 24 25 26 27 28 29 30 31 32 33 2x4 4x8 4x6 4x6 5x12 4x6 5x12 2x4 4x6 4x6 4x8 3x8 2x4 4x8 4x6 3x6 4x6 2-1-1 2-1-1 8-2-11 6-1-10 16-2-11 8-0-0 22-11-1 6-8-6 29-7-6 6-8-6 31-6-8 1-11-2 -1-0-0 1-0-0 2-1-1 2-1-1 8-2-11 6-1-10 16-2-11 8-0-0 19-9-4 3-6-9 24-8-5 4-11-1 29-7-6 4-11-1 31-6-8 1-11-2 2-11-148-1-42-10-411-0-112-10-48-1-410.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-2-0], [4:0-4-4,0-2-0], [17:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.27 0.33 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.13 0.03 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 554 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* 5-16,5-12,6-12: 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.): 1-3, 4-5, 8-9. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 18=2999/0-3-8, 10=2572/Mechanical Max Horz 18=-276(LC 3) Max Uplift18=-226(LC 3), 10=-150(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-3034/235, 2-3=-2041/170, 3-4=-2979/233, 4-5=-2235/217, 5-6=-1768/204, 6-7=-2819/303, 7-8=-2437/233 BOT CHORD 17-18=-248/257, 17-19=-331/2158, 19-20=-331/2158, 20-21=-331/2158, 16-21=-331/2158, 16-22=-157/2792, 22-23=-157/2792, 23-24=-157/2792, 15-24=-157/2792, 14-15=-157/2792, 13-14=-157/2777, 13-25=-157/2777, 25-26=-157/2777, 26-27=-157/2777, 27-28=-157/2777, 12-28=-157/2777, 12-29=-76/2128, 29-30=-76/2128, 30-31=-76/2128, 31-32=-76/2128, 11-32=-76/2128, 11-33=-86/1865, 10-33=-86/1865 WEBS 2-17=-264/3542, 3-17=-2098/161, 3-16=-255/112, 4-16=-209/1387, 5-16=-781/105, 5-14=-257/798, 5-12=-2238/194, 6-12=-279/2707, 7-12=-273/136, 7-11=-512/41, 8-11=-208/855, 8-10=-3131/179 NOTES-(14-15) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=226, 10=150. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. September 4,2018 Job 320_WEST_CLAY Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 3 320 west clay Job Reference (optional) I34552620 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:32 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-VLy1QBiuHw2sFFXkHpFlIoAHZPh5Zk1V21eVTIyh?nH NOTES-(14-15) 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 433 lb down and 70 lb up at 2-0-12, 387 lb down and 48 lb up at 4-0-12, 151 lb down and 144 lb up at 6-0-12, 155 lb down and 139 lb up at 8-0-12, 155 lb down and 139 lb up at 10-0-12, 135 lb down and 156 lb up at 12-0-12, 111 lb down and 180 lb up at 14-0-12, 117 lb down and 174 lb up at 16-0-12, 111 lb down and 180 lb up at 18-0-12, 144 lb down and 147 lb up at 20-0-12, 151 lb down and 140 lb up at 22-0-12, 133 lb down and 158 lb up at 24-0-12, 120 lb down and 171 lb up at 26-0-12, and 151 lb down and 140 lb up at 28-0-12, and 151 lb down and 140 lb up at 30-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 15) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 6-8=-60, 8-9=-60, 18-23=-20, 23-26=-60, 26-29=-20, 29-31=-60, 10-31=-20 Concentrated Loads (lb) Vert: 17=-433(B) 14=-117(B) 19=-387(B) 20=-151(B) 21=-155(B) 22=-155(B) 23=-135(B) 24=-111(B) 25=-111(B) 27=-144(B) 28=-151(B) 29=-133(B) 30=-120(B) 32=-151(B) 33=-151(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 320_WEST_CLAY Truss TG05 Truss Type Half Hip Girder Qty 4 Ply 1 320 west clay Job Reference (optional) I34552621 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-VLy1QBiuHw2sFFXkHpFlIoAKdPmhZuUV21eVTIyh?nH Scale = 1:14.9 1 2 3 4 5 7 6 2x4 4x6 3x6 3x4 2x4 4x8 2-0-0 2-0-0 4-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 4-0-0 2-0-0 0-11-01-11-06.00 12 Plate Offsets (X,Y)-- [4:0-5-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.08 0.04 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=146/Mechanical, 2=222/0-3-8 Max Horz 2=48(LC 4) Max Uplift6=-28(LC 4), 2=-49(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) 6, 2. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb up at 2-0-0 on top chord, and at 2-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 2-6=-20 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 4,2018 Job 320_WEST_CLAY Truss V01 Truss Type GABLE Qty 1 Ply 1 320 west clay Job Reference (optional) I34552622 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-zXWPdXiW2EAjtP6xrWm_r?jPap30IIdeHhO3?kyh?nG Scale = 1:59.8 1 2 3 4 5 6 7 8 9 15 14 13 12 11 1016173x8 3x6 2x4 3x6 3x6 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 24-6-13 24-6-13 6-0-3 6-0-3 14-0-3 8-0-0 16-3-7 2-3-4 24-6-13 8-3-7 0-0-45-0-26-10-140-0-45-0-210.00 12 Plate Offsets (X,Y)-- [1:0-5-13,Edge], [3:0-3-7,0-0-15], [13:0-2-2,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.45 0.16 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 72 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 *Except* 7-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 24-6-13. (lb) - Max Horz 1=153(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 12, 14 except 15=-125(LC 6), 10=-137(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 11=472(LC 1), 12=489(LC 1), 14=482(LC 10), 15=425(LC 10), 10=433(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-12=-251/94, 2-15=-256/161, 8-10=-272/177 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 14 except (jt=lb) 15=125, 10=137. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 4,2018 Job 320_WEST_CLAY Truss V02 Truss Type GABLE Qty 1 Ply 1 320 west clay Job Reference (optional) I34552623 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-zXWPdXiW2EAjtP6xrWm_r?jPSp3YIJVeHhO3?kyh?nG Scale = 1:52.6 1 2 3 4 5 6 7 8 9 15 14 13 12 11 1016173x4 2x4 2x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 22-2-0 22-2-0 6-0-3 6-0-3 14-0-3 8-0-0 15-1-0 1-0-14 22-2-0 7-1-0 0-0-45-0-25-10-140-0-45-0-210.00 12 Plate Offsets (X,Y)-- [3:0-1-15,0-0-9], [7:0-3-13,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.46 0.19 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 60 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF-S Stud *Except* 9-14: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 22-2-0. (lb) - Max Horz 1=-131(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 11, 12, 13 except 15=-105(LC 6), 10=-118(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 11=469(LC 1), 12=486(LC 10), 13=500(LC 10), 15=321(LC 10), 10=338(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-13=-263/86 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 12, 13 except (jt=lb) 15=105, 10=118. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 4,2018 Job 320_WEST_CLAY Truss V03 Truss Type GABLE Qty 1 Ply 1 320 west clay Job Reference (optional) I34552624 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-Rk4nrtj8pYIZVZh7PDHDNDFcnDNv1m8oWL7cXAyh?nF Scale = 1:39.2 1 2 3 4 5 6 7 8 13 12 11 10 93x4 4x8 3x4 2x4 4x6 4x8 2x4 2x4 2x4 2x4 2x4 2x4 19-9-4 19-9-4 6-0-3 6-0-3 13-9-1 7-8-14 19-9-4 6-0-3 0-0-45-0-20-0-45-0-210.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [4:0-5-11,0-1-3], [6:0-3-15,0-1-7], [8:0-0-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.36 0.31 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 19-9-4. (lb) - Max Horz 1=-112(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 10, 11, 12 except 13=-112(LC 6), 9=-114(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 8 except 10=378(LC 1), 11=524(LC 11), 12=393(LC 10), 13=262(LC 10), 9=276(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-11=-265/112 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 4 = 16% 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 10, 11, 12 except (jt=lb) 13=112, 9=114. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks with fixed 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. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 4,2018 Job 320_WEST_CLAY Truss V04 Truss Type GABLE Qty 1 Ply 1 320 west clay Job Reference (optional) I34552625 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-Rk4nrtj8pYIZVZh7PDHDNDFbGDNC1mRoWL7cXAyh?nF Scale = 1:37.7 1 2 3 4 5 6 7 11 10 9 8123x4 2x4 3x4 2x4 4x6 4x8 2x4 2x4 2x4 2x4 2x4 17-4-7 17-4-7 6-0-3 6-0-3 11-4-4 5-4-2 17-4-7 6-0-3 0-0-45-0-20-0-45-0-210.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [3:0-1-15,0-0-9], [5:0-3-15,0-1-7], [7:0-0-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.39 0.29 0.14 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: 41 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-4-7. (lb) - Max Horz 1=-112(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 7, 9, 10, 11 except 8=-114(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 9=383(LC 11), 10=480(LC 10), 11=317(LC 10), 8=273(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 9, 10, 11 except (jt=lb) 8=114. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 4,2018 Job 320_WEST_CLAY Truss V05 Truss Type GABLE Qty 1 Ply 1 320 west clay Job Reference (optional) I34552626 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-vwe92DkmarQQ6jGJyxoSwQomcdkTmEHxk?tA3cyh?nE Scale = 1:37.2 1 2 3 4 5 6 9 8 73x8 3x4 3x4 2x4 4x6 2x4 2x4 2x4 2x4 14-11-10 14-11-10 6-0-3 6-0-3 8-11-7 2-11-5 14-11-10 6-0-3 0-0-45-0-20-0-45-0-210.00 12 Plate Offsets (X,Y)-- [1:0-5-13,Edge], [3:0-1-10,Edge], [4:0-3-15,0-1-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.41 0.22 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-11-10. (lb) - Max Horz 1=-111(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 8 except 9=-121(LC 6), 7=-119(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=341(LC 1), 9=464(LC 1), 7=276(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 8 except (jt=lb) 9=121, 7=119. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 4,2018 Job 320_WEST_CLAY Truss V06 Truss Type GABLE Qty 1 Ply 1 320 west clay Job Reference (optional) I34552627 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-vwe92DkmarQQ6jGJyxoSwQonIdmTmENxk?tA3cyh?nE Scale = 1:37.3 1 2 3 4 5 6 9 8 73x4 2x4 3x4 2x4 4x6 2x4 2x4 2x4 2x4 12-6-13 12-6-13 6-0-3 6-0-3 6-6-11 0-6-8 12-6-13 6-0-3 0-0-45-0-20-0-45-0-210.00 12 Plate Offsets (X,Y)-- [3:0-1-15,0-0-9], [4:0-3-15,0-1-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.37 0.09 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-6-13. (lb) - Max Horz 1=-111(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 6, 8, 9 except 7=-116(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=255(LC 11), 9=280(LC 10), 7=291(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8, 9 except (jt=lb) 7=116. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 4,2018 Job 320_WEST_CLAY Truss V07 Truss Type GABLE Qty 1 Ply 1 320 west clay Job Reference (optional) I34552628 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-vwe92DkmarQQ6jGJyxoSwQonedjxmEdxk?tA3cyh?nE Scale = 1:33.9 1 2 3 44x8 3x6 4x8 2x4 10-2-0 10-2-0 5-1-0 5-1-0 10-2-0 5-1-0 0-0-44-2-140-0-410.00 12 Plate Offsets (X,Y)-- [1:0-7-1,Edge], [2:0-3-12,0-1-8], [3:0-4-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.35 0.26 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=188/10-2-0, 3=188/10-2-0, 4=377/10-2-0 Max Horz 1=-92(LC 4) Max Uplift1=-12(LC 6), 3=-18(LC 7), 4=-2(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. September 4,2018 Job 320_WEST_CLAY Truss V08 Truss Type GABLE Qty 1 Ply 1 320 west clay Job Reference (optional) I34552629 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-N6CXGZlOL9ZHksrVWeJhSeLvn13gVhE4zfcjc3yh?nD Scale = 1:28.4 1 2 3 4 52x4 3x4 2x4 2x4 8-1-2 8-1-2 3-11-7 3-11-7 4-1-11 0-2-5 8-1-2 3-11-7 0-0-43-3-80-0-410.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.51 0.29 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 1=49/8-1-2, 4=32/8-1-2, 5=524/8-1-2 Max Horz 1=-72(LC 4) Max Uplift1=-50(LC 11), 4=-14(LC 5), 5=-171(LC 7) Max Grav 1=135(LC 10), 4=78(LC 7), 5=524(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-156/261 WEBS 3-5=-430/252 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=171. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. September 4,2018 Job 320_WEST_CLAY Truss V09 Truss Type GABLE Qty 1 Ply 1 320 west clay Job Reference (optional) I34552630 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 04 12:49:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0qTCP8U0_9NT_5MjzDUhTtztXaN-N6CXGZlOL9ZHksrVWeJhSeLzi14OVi54zfcjc3yh?nD Scale = 1:12.5 1 2 3 4 5x8 2x4 2x4 5x8 5-8-5 5-8-5 1-6-10 1-6-10 4-1-11 2-7-2 5-8-5 1-6-10 0-0-41-3-80-0-41-3-810.00 12 Plate Offsets (X,Y)-- [1:0-2-14,Edge], [2:0-1-15,0-0-9], [3:0-1-15,0-0-9], [4:0-0-7,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.26 0.24 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-5 oc purlins, except 2-0-0 oc purlins: 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=205/5-8-5, 4=205/5-8-5 Max Horz 1=-25(LC 4) Max Uplift1=-5(LC 5), 4=-5(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 4,2018 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System General Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.