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HomeMy WebLinkAboutI35283850.199_West_Clay_NorthlakeRe: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). Pages or sheets covered by this seal: I35283850 thru I35283934 My license renewal date for the state of Indiana is July 31, 2020. 199_West_Clay_Northlake 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: 199 West Clay Northlake 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. November 12,2018 Johnson, Andrew Job 199_WEST_CLAY_NORTHL~E Truss GE11 Truss Type GABLE Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283850 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:53:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:BHm343G?TZ_4gsKviQ1PdzyNcdj-?c?2FiPmRURCQfMfVq0XgaKFAsqzP9wgVOOBcLyJteM Scale = 1:21.3 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 -1-0-0 1-0-0 10-0-0 10-0-0 0-8-83-7-83.50 12 Plate Offsets (X,Y)-- [9:0-1-15,0-0-11], [15:0-3-8,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.14 0.07 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 1 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 78 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 8-9: 2x3 SPF No.2 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 10-0-0 oc bracing. REACTIONS.All bearings 10-0-0. (lb) - Max Horz 15=109(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 15, 9, 10, 11, 12, 14 Max Grav All reactions 250 lb or less at joint(s) 15, 9, 10, 11, 12, 13, 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) 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) 15, 9, 10, 11, 12, 14. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 9. 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. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss J01 Truss Type Jack-Open Qty 2 Ply 1 199 West Clay Northlake Job Reference (optional) I35283851 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:53:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-TpZQS2QOCoZ31oxr2XXmDotP_GAw8ceqk28k8nyJteL Scale = 1:17.5 1 2 5 3 4 2x4 3x4 1-11-4 1-11-4 -1-0-0 1-0-0 1-11-4 1-11-4 1-3-02-10-62-4-92-10-610.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.20 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-4 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=159/0-3-8, 3=37/Mechanical, 4=16/Mechanical Max Horz 5=102(LC 6) Max Uplift 3=-42(LC 6), 4=-15(LC 6) Max Grav 5=159(LC 1), 3=37(LC 1), 4=35(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss J02 Truss Type Jack-Open Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283852 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:53:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-TpZQS2QOCoZ31oxr2XXmDotPoGA28ceqk28k8nyJteL Scale = 1:17.2 1 2 5 3 4 2x4 3x4 2-8-2 2-8-2 -1-5-0 1-5-0 2-8-2 2-8-2 1-3-02-9-150-4-152-5-02-9-157.07 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 2-8-2 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=219/0-4-9, 3=51/Mechanical, 4=22/Mechanical Max Horz 5=100(LC 6) Max Uplift 5=-27(LC 6), 3=-35(LC 6), 4=-2(LC 6) Max Grav 5=219(LC 1), 3=51(LC 1), 4=47(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss J03 Truss Type Jack-Open Qty 20 Ply 1 199 West Clay Northlake Job Reference (optional) I35283853 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:53:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-y?7ogOR0z5hwfyW1cF3?l?PUNgTmt3uzzitIgDyJteK Scale = 1:34.5 1 2 5 3 4 3x8 3x4 5-9-8 5-9-8 -1-0-0 1-0-0 5-9-8 5-9-8 1-3-06-0-155-7-26-0-1510.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.60 0.31 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.08 -0.14 -0.10 (loc) 4-5 4-5 3 l/defl >899 >475 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 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 5-9-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=298/0-3-8, 3=154/Mechanical, 4=65/Mechanical Max Horz 5=200(LC 6) Max Uplift 3=-113(LC 6) Max Grav 5=298(LC 1), 3=154(LC 1), 4=109(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-250/37 NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) except (jt=lb) 3=113. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss J04 Truss Type Jack-Open Qty 7 Ply 1 199 West Clay Northlake Job Reference (optional) I35283854 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:53:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-y?7ogOR0z5hwfyW1cF3?l?PY0gVrt3uzzitIgDyJteK Scale = 1:26.0 1 2 5 3 4 3x6 3x4 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-3-04-7-04-1-34-7-010.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.37 0.18 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 -0.04 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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) 5=229/0-3-8, 3=102/Mechanical, 4=42/Mechanical Max Horz 5=154(LC 6) Max Uplift 3=-81(LC 6), 4=-2(LC 6) Max Grav 5=229(LC 1), 3=102(LC 1), 4=74(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss J05 Truss Type Jack-Open Qty 2 Ply 1 199 West Clay Northlake Job Reference (optional) I35283855 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:53:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-QBgAtkRekPpmH65EAyaEIDyih4pCcW87BMdrDgyJteJ Scale = 1:22.7 1 2 5 3 4 4x8 5-9-0 5-9-0 -1-0-0 1-0-0 5-9-0 5-9-0 0-11-03-9-83-4-133-9-86.00 12 Plate Offsets (X,Y)-- [2:0-0-10,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.44 0.30 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.13 0.05 (loc) 4-5 4-5 3 l/defl >999 >502 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=296/0-3-8, 3=153/Mechanical, 4=64/Mechanical Max Horz 5=120(LC 6) Max Uplift 5=-23(LC 6), 3=-68(LC 6) Max Grav 5=296(LC 1), 3=153(LC 1), 4=107(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss J06 Truss Type Jack-Open Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283856 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:53:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-QBgAtkRekPpmH65EAyaEIDym04txcW87BMdrDgyJteJ Scale = 1:12.3 1 2 5 3 4 2x4 2x4 2-8-7 2-8-7 -1-5-0 1-5-0 2-8-7 2-8-7 0-11-01-10-81-6-41-10-84.24 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 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: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=220/0-4-9, 3=53/Mechanical, 4=22/Mechanical Max Horz 5=61(LC 6) Max Uplift 5=-56(LC 4), 3=-21(LC 6) Max Grav 5=220(LC 1), 3=53(LC 1), 4=47(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss J07 Truss Type Jack-Open Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283857 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:53:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-uOEY54SGVjxduGgQkf5TqQVwAUBbLzOGQ0MPl6yJteI Scale = 1:17.7 1 2 5 3 4 2x4 3x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-3-02-11-02-5-32-11-010.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.20 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=161/0-3-8, 3=39/Mechanical, 4=17/Mechanical Max Horz 5=104(LC 6) Max Uplift 3=-44(LC 6), 4=-14(LC 6) Max Grav 5=161(LC 1), 3=39(LC 1), 4=36(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss J08 Truss Type Jack-Open Qty 2 Ply 1 199 West Clay Northlake Job Reference (optional) I35283858 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:53:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-uOEY54SGVjxduGgQkf5TqQVyaUCPLzOGQ0MPl6yJteI Scale = 1:12.4 1 2 5 3 4 2x4 2x4 1-11-4 1-11-4 -1-0-0 1-0-0 1-11-4 1-11-4 0-11-01-10-101-5-151-10-106.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.11 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-4 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=159/0-3-8, 3=37/Mechanical, 4=16/Mechanical Max Horz 5=62(LC 6) Max Uplift 5=-27(LC 6), 3=-21(LC 6) Max Grav 5=159(LC 1), 3=37(LC 1), 4=34(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss J09 Truss Type Jack-Open Qty 2 Ply 1 199 West Clay Northlake Job Reference (optional) I35283859 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:53:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-MaoxIQTvG04UWQFcHNciNe17BtYW4QePfg6yHYyJteH Scale = 1:13.3 1 2 5 3 4 2x4 2x4 2-3-13 2-3-13 -1-0-0 1-0-0 2-3-13 2-3-13 0-11-02-0-141-8-42-0-156.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.12 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=169/0-3-8, 3=49/Mechanical, 4=20/Mechanical Max Horz 5=67(LC 6) Max Uplift 5=-26(LC 6), 3=-26(LC 6) Max Grav 5=169(LC 1), 3=49(LC 1), 4=41(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss J10 Truss Type Jack-Open Qty 2 Ply 1 199 West Clay Northlake Job Reference (optional) I35283860 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:53:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-MaoxIQTvG04UWQFcHNciNe17KtYd4QePfg6yHYyJteH Scale = 1:12.5 1 2 5 3 4 2x4 2x4 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 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.11 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=161/0-3-8, 3=39/Mechanical, 4=17/Mechanical Max Horz 5=63(LC 6) Max Uplift 5=-27(LC 6), 3=-22(LC 6) Max Grav 5=161(LC 1), 3=39(LC 1), 4=35(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss J11 Truss Type Jack-Open Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283861 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:53:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-qmMJVmUX1KCL8aqpr47yvraHrHtApttZuKrVp_yJteG Scale = 1:16.8 1 2 5 3 4 2x4 3x4 1-9-8 1-9-8 -1-0-0 1-0-0 1-9-8 1-9-8 1-3-02-8-152-3-22-8-1510.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.19 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=155/0-3-8, 3=31/Mechanical, 4=14/Mechanical Max Horz 5=98(LC 6) Max Uplift 3=-39(LC 6), 4=-17(LC 6) Max Grav 5=155(LC 1), 3=31(LC 1), 4=32(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss J12 Truss Type Jack-Open Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283862 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:53:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-qmMJVmUX1KCL8aqpr47yvraIRHu6pttZuKrVp_yJteG Scale = 1:9.7 1 2 5 3 4 3x6 1-10-8 1-10-8 -1-0-0 1-0-0 1-10-8 1-10-8 0-9-01-4-81-0-51-4-84.00 12 Plate Offsets (X,Y)-- [2:0-0-7,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.09 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=157/0-3-8, 3=35/Mechanical, 4=15/Mechanical Max Horz 5=42(LC 6) Max Uplift 5=-41(LC 4), 3=-13(LC 6) Max Grav 5=157(LC 1), 3=35(LC 1), 4=32(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss J13 Truss Type Jack-Open Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283863 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:53:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-Iywhj6V9oeKCljP?PoeBS37TBhELYK7i6_b3MRyJteF Scale = 1:9.7 1 2 5 3 4 3x6 1-10-8 1-10-8 -1-0-0 1-0-0 1-10-8 1-10-8 0-9-01-4-81-0-51-4-84.00 12 Plate Offsets (X,Y)-- [2:0-0-7,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.09 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=157/0-3-8, 3=35/Mechanical, 4=15/Mechanical Max Horz 5=42(LC 6) Max Uplift 5=-41(LC 4), 3=-13(LC 6) Max Grav 5=157(LC 1), 3=35(LC 1), 4=32(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss J14 Truss Type Jack-Open Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283864 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:53:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-m9U3wSVnZxS3Nt_BzV9Q?Gfaj5YLHnNsLeKcutyJteE Scale = 1:25.5 1 2 5 3 4 3x6 3x4 3-10-8 3-10-8 -1-0-0 1-0-0 3-10-8 3-10-8 1-3-04-5-123-11-154-5-1210.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.36 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 -0.04 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=224/0-3-8, 3=98/Mechanical, 4=40/Mechanical Max Horz 5=151(LC 6) Max Uplift 3=-79(LC 6), 4=-2(LC 6) Max Grav 5=224(LC 1), 3=98(LC 1), 4=72(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss M01 Truss Type Jack-Open Qty 3 Ply 1 199 West Clay Northlake Job Reference (optional) I35283865 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:53:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-m9U3wSVnZxS3Nt_BzV9Q?Gfao5ULHnNsLeKcutyJteE Scale = 1:17.0 1 2 3 4 5 7 6 3x6 5x8 3x4 2-1-12 2-1-12 4-0-12 1-11-0 5-10-8 1-9-12 -1-0-0 1-0-0 5-0-0 5-0-0 5-10-8 0-10-8 0-9-02-5-02-10-40-4-112-5-92-10-44.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-5-5,Edge], [4:0-3-0,0-1-7] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.35 0.43 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.01 (loc) 2-7 2-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-8-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings Mechanical except (jt=length) 2=0-3-8, 7=0-3-8. (lb) - Max Horz 2=73(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 5, 2, 7 Max Grav All reactions 250 lb or less at joint(s) 5, 2, 6, 7 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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, 2, 7. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss M02 Truss Type Monopitch Qty 5 Ply 1 199 West Clay Northlake Job Reference (optional) I35283866 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:53:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-EL2R8nWPKFaw?1YNWDhfXUCobVwZ0Ed?aI4AQJyJteD Scale = 1:14.9 1 2 5 3 42x4 3x4 1-4-0 1-4-0 -1-0-0 1-0-0 1-4-0 1-4-0 1-3-02-4-50-5-131-10-82-4-510.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.16 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=149/0-3-8, 4=5/Mechanical, 3=8/Mechanical Max Horz 5=55(LC 6) Max Uplift 5=-5(LC 6), 4=-16(LC 6), 3=-23(LC 6) Max Grav 5=149(LC 1), 4=21(LC 2), 3=13(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss M05 Truss Type Monopitch Qty 16 Ply 1 199 West Clay Northlake Job Reference (optional) I35283867 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:53:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:BHm343G?TZ_4gsKviQ1PdzyNcdj-EL2R8nWPKFaw?1YNWDhfXUCliVtC0Br?aI4AQJyJteD Scale = 1:21.6 1 2 3 4 7 6 5 5x8 2x4 3x8 3x4 2x4 5-0-0 5-0-0 10-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 10-0-0 5-0-0 0-8-83-7-80-3-83.50 12 Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [5:0-1-15,0-0-8], [7:0-1-11,0-0-8], [7:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.34 0.19 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 37 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: 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=463/0-3-0, 5=386/0-1-8 Max Horz 7=109(LC 6) Max Uplift 7=-54(LC 4), 5=-49(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-650/79, 3-4=-659/143, 2-7=-415/131 WEBS 4-5=-344/120, 3-6=-324/177, 4-6=-187/706, 2-6=-11/363 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 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. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T01 Truss Type Hip Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283868 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:53:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-jXbpL7X15ZincB7a4wCu4hlreuBglfw9oypjymyJteC Scale = 1:38.1 1 2 3 4 5 6 11 10 9 8 7 12 5x8 4x6 2x4 3x6 3x4 3x8 5x6 2x4 5x6 6-0-0 6-0-0 13-11-0 7-11-0 19-11-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 13-11-0 7-11-0 19-11-0 6-0-0 20-11-0 1-0-0 1-3-06-3-01-3-06-3-010.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-4-8,0-1-8], [5:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.65 0.37 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.19 0.01 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 81 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* 2-11,5-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-1 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-12 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS.(lb/size) 11=924/0-3-8, 7=896/0-3-8 Max Horz 11=-152(LC 4) Max Uplift 11=-50(LC 6), 7=-50(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-968/108, 3-4=-627/132, 4-5=-926/107, 2-11=-884/126, 5-7=-851/126 BOT CHORD 8-9=-78/659 WEBS 2-9=-88/552, 5-8=-91/515 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T02 Truss Type Common Qty 4 Ply 1 199 West Clay Northlake Job Reference (optional) I35283869 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:53:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-jXbpL7X15ZincB7a4wCu4hlx7u33lc89oypjymyJteC Scale = 1:38.9 1 2 3 4 5 6 7 8 9 10 4x6 5x12 3x6 5x12 2x4 2x4 5x12 3x6 11-1-8 11-1-8 22-3-0 11-1-8 -1-0-0 1-0-0 5-8-0 5-8-0 11-1-8 5-5-8 16-7-0 5-5-8 22-3-0 5-8-0 23-3-0 1-0-0 0-9-04-5-80-9-04.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-3-5], [8:Edge,0-3-5], [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 IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.30 0.86 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.60 0.07 (loc) 8-10 8-10 8 l/defl >999 >445 n/a L/d 240 180 n/a PLATES MT20 Weight: 73 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 2-11-7, Right 2x4 SPF-S Stud 2-11-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=950/0-3-8, 8=950/0-3-8 Max Horz 2=-38(LC 5) Max Uplift 2=-79(LC 6), 8=-79(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1768/283, 4-5=-1377/182, 5-6=-1377/182, 6-8=-1768/283 BOT CHORD 2-10=-208/1588, 8-10=-208/1588 WEBS 5-10=0/552, 6-10=-410/160, 4-10=-410/160 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T03 Truss Type Common Qty 2 Ply 1 199 West Clay Northlake Job Reference (optional) I35283870 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:53:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-Bk9CZTYfssqeELimeej7cvH?WIR8U1yI1cZGVCyJteB Scale = 1:57.5 1 2 3 4 5 9 8 7 610 11 4x6 5x6 3x8 3x4 3x4 4x6 2x4 3x8 9-11-8 9-11-8 16-11-8 7-0-0 -1-0-0 1-0-0 5-1-0 5-1-0 9-11-8 4-10-8 16-11-8 7-0-0 1-3-09-6-93-8-910.00 12 Plate Offsets (X,Y)-- [5:0-2-12,0-1-8], [9:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.71 0.68 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.57 0.01 (loc) 7-9 7-9 6 l/defl >888 >353 n/a L/d 240 180 n/a PLATES MT20 Weight: 75 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* 2-9,5-6: 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) 9=803/0-3-8, 6=692/Mechanical Max Horz 9=270(LC 5) Max Uplift 9=-54(LC 6), 6=-32(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-371/122, 3-4=-550/137, 4-5=-586/114, 2-9=-392/143, 5-6=-656/72 BOT CHORD 7-9=-122/478 WEBS 4-7=-29/310, 3-9=-382/11, 5-7=-24/355 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) 9, 6. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T04 Truss Type Half Hip Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283871 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:53:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-fwjampYIcAyVsVHyCLEM96qHEiw7Da1RGFIq1eyJteA Scale = 1:28.0 1 2 3 4 7 6 5 2x4 3x4 2x4 3x4 4x6 3x4 3-10-8 3-10-8 5-9-8 1-11-0 -1-0-0 1-0-0 3-10-8 3-10-8 5-9-8 1-11-0 1-3-04-5-1210.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [3:0-4-4,0-2-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.26 0.12 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 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: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=215/Mechanical, 7=298/0-3-8 Max Horz 7=138(LC 5) Max Uplift 5=-51(LC 5), 7=-29(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-265/88 NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T05 Truss Type Roof Special Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283872 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:53:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-fwjampYIcAyVsVHyCLEM96qCtiqyDVBRGFIq1eyJteA Scale = 1:27.2 1 2 3 4 5 9 8 7 6 4x6 4x8 2x4 3x4 8x8 3x8 2x4 8-2-12 8-2-12 10-11-0 2-8-4 14-11-0 4-0-0 -1-0-0 1-0-0 8-2-12 8-2-12 10-11-0 2-8-4 14-11-0 4-0-0 0-10-02-11-04-3-22-11-05.00 12 6.00 12 Plate Offsets (X,Y)-- [3:0-3-4,0-2-0], [4:0-4-4,0-2-0], [9:0-1-12,0-0-0], [9:Edge,0-5-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.60 0.51 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.27 0.02 (loc) 8-9 8-9 6 l/defl >999 >664 n/a L/d 240 180 n/a PLATES MT20 Weight: 57 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* 2-9: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=584/Mechanical, 9=658/0-3-8 Max Horz 9=107(LC 5) Max Uplift 6=-8(LC 6), 9=-67(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-750/114, 3-4=-677/132, 2-9=-585/179 BOT CHORD 8-9=-207/643, 7-8=-56/642, 6-7=-55/643 WEBS 3-8=0/310, 4-6=-755/108 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 6, 9. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T06 Truss Type Half Hip Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283873 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:53:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-76Hy_9ZwNU4MTes9l2lbiKNTl6F6y2qbVv2NZ4yJte9 Scale = 1:20.0 1 2 3 4 7 6 5 2x4 3x4 2x4 3x4 4x6 3x4 4-0-0 4-0-0 5-9-0 1-9-0 -1-0-0 1-0-0 4-0-0 4-0-0 5-9-0 1-9-0 0-11-02-11-06.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.21 0.13 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 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: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=213/Mechanical, 7=296/0-3-8 Max Horz 7=89(LC 5) Max Uplift 5=-23(LC 5), 7=-45(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-263/122 NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T07 Truss Type Common Qty 3 Ply 1 199 West Clay Northlake Job Reference (optional) I35283874 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:53:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-bJrKBVaY8nCD5oRLJmGqEXvXXWT2hGhkjZnw5XyJte8 Scale = 1:68.4 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 121920 3x6 5x6 3x6 3x8 4x8 3x4 3x4 4x6 3x4 3x4 4x6 10x10 10x10 3x8 9-10-0 9-10-0 19-5-8 9-7-8 29-1-0 9-7-8 38-11-0 9-10-0 -1-0-0 1-0-0 6-7-8 6-7-8 13-0-8 6-5-0 19-5-8 6-5-0 25-10-8 6-5-0 32-3-8 6-5-0 38-11-0 6-7-8 39-11-0 1-0-0 0-11-010-7-120-11-06.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-4], [2:0-1-12,0-0-14], [5:0-1-12,0-1-8], [7:0-1-12,0-1-8], [10:0-1-12,0-0-14], [12:Edge,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.59 0.66 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.66 0.14 (loc) 13-15 13-15 12 l/defl >999 >704 n/a L/d 240 180 n/a PLATES MT20 Weight: 159 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* 6-15,2-18,10-12: 2x4 SPF No.2, 4-18,8-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-15, 5-15, 4-18, 8-12 REACTIONS.(lb/size) 18=1790/0-3-8, 12=1790/0-3-8 Max Horz 18=110(LC 5) Max Uplift 18=-111(LC 6), 12=-111(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-681/156, 4-5=-2713/370, 5-6=-2017/356, 6-7=-2017/356, 7-8=-2713/370, 8-10=-681/156, 2-18=-543/181, 10-12=-543/181 BOT CHORD 17-18=-210/2443, 15-17=-106/2173, 13-15=-106/2173, 12-13=-210/2443 WEBS 6-15=-177/1373, 7-15=-702/193, 7-13=0/467, 5-15=-702/193, 5-17=0/467, 4-18=-2244/218, 8-12=-2244/218 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) except (jt=lb) 18=111, 12=111. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T08 Truss Type Hip Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283875 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:53:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-bJrKBVaY8nCD5oRLJmGqEXvXBWXvhT6kjZnw5XyJte8 Scale = 1:46.2 1 2 3 4 5 6 11 10 9 8 7 4x6 4x6 3x4 3x6 3x4 3x8 4x8 3x4 4x8 8-0-0 8-0-0 11-11-0 3-11-0 19-11-0 8-0-0 -1-0-0 1-0-0 8-0-0 8-0-0 11-11-0 3-11-0 19-11-0 8-0-0 20-11-0 1-0-0 1-3-07-11-01-3-07-11-010.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-12], [3:0-4-4,0-2-0], [4:0-4-4,0-2-0], [5:0-2-8,0-1-12], [8:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.61 0.42 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.27 0.02 (loc) 9-11 9-11 7 l/defl >999 >865 n/a L/d 240 180 n/a PLATES MT20 Weight: 89 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,5-7: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS.(lb/size) 11=852/0-3-8, 7=852/0-3-8 Max Horz 11=-192(LC 4) Max Uplift 11=-59(LC 6), 7=-59(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-818/115, 3-4=-498/149, 4-5=-819/115, 2-11=-775/141, 5-7=-775/141 BOT CHORD 9-11=-253/358, 8-9=-40/498, 7-8=-138/357 WEBS 2-9=-112/286, 5-8=-116/289 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) 11, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T09 Truss Type Common Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283876 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:53:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-3VPiOrbAv5K3jy0XtTn3nlSiHvpGQjwuyDXUezyJte7 Scale = 1:67.9 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 111819 3x6 5x6 3x6 3x8 4x8 3x4 3x4 4x6 3x4 3x4 4x6 10x10 10x10 3x8 9-10-0 9-10-0 19-5-8 9-7-8 29-1-0 9-7-8 38-11-0 9-10-0 6-7-8 6-7-8 13-0-8 6-5-0 19-5-8 6-5-0 25-10-8 6-5-0 32-3-8 6-5-0 38-11-0 6-7-8 39-11-0 1-0-0 0-11-010-7-120-11-06.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-4], [1:0-1-12,0-0-14], [4:0-1-12,0-1-8], [6:0-1-12,0-1-8], [9:0-1-12,0-0-14], [11:Edge,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.59 0.66 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.66 0.14 (loc) 14-16 14-16 11 l/defl >999 >698 n/a L/d 240 180 n/a PLATES MT20 Weight: 157 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* 5-14,1-17,9-11: 2x4 SPF No.2, 3-17,7-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 4-14, 7-11 2 Rows at 1/3 pts 3-17 REACTIONS.(lb/size) 17=1720/Mechanical, 11=1791/0-3-8 Max Horz 17=-122(LC 4) Max Uplift 17=-74(LC 6), 11=-111(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-551/112, 3-4=-2723/374, 4-5=-2019/357, 5-6=-2020/357, 6-7=-2715/371, 7-9=-681/157, 1-17=-397/106, 9-11=-543/181 BOT CHORD 16-17=-216/2459, 14-16=-107/2175, 12-14=-107/2174, 11-12=-210/2444 WEBS 5-14=-177/1373, 6-14=-702/193, 6-12=0/467, 4-14=-703/193, 4-16=-1/478, 3-17=-2388/268, 7-11=-2246/219 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) 11=111. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T10 Truss Type Common Qty 2 Ply 1 199 West Clay Northlake Job Reference (optional) I35283877 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:53:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-Xhz5cBbogPSwK6bkRBJIJy_t1J9V9AA1BtG1APyJte6 Scale = 1:67.9 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 111819 3x6 5x6 3x6 3x8 4x8 3x4 3x4 4x6 3x4 3x4 4x6 10x10 10x10 3x8 9-10-0 9-10-0 19-5-8 9-7-8 29-1-0 9-7-8 38-11-0 9-10-0 6-7-8 6-7-8 13-0-8 6-5-0 19-5-8 6-5-0 25-10-8 6-5-0 32-3-8 6-5-0 38-11-0 6-7-8 39-11-0 1-0-0 0-11-010-7-120-11-06.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-4], [1:0-1-12,0-0-14], [4:0-1-12,0-1-8], [6:0-1-12,0-1-8], [9:0-1-12,0-0-14], [11:Edge,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.59 0.66 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.66 0.14 (loc) 14-16 14-16 11 l/defl >999 >698 n/a L/d 240 180 n/a PLATES MT20 Weight: 157 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* 5-14,1-17,9-11: 2x4 SPF No.2, 3-17,7-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 4-14, 7-11 2 Rows at 1/3 pts 3-17 REACTIONS.(lb/size) 17=1720/Mechanical, 11=1791/0-3-8 Max Horz 17=-122(LC 4) Max Uplift 17=-74(LC 6), 11=-111(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-551/112, 3-4=-2723/374, 4-5=-2019/357, 5-6=-2020/357, 6-7=-2715/371, 7-9=-681/157, 1-17=-397/106, 9-11=-543/181 BOT CHORD 16-17=-216/2459, 14-16=-107/2175, 12-14=-107/2174, 11-12=-210/2444 WEBS 5-14=-177/1373, 6-14=-702/193, 6-12=0/467, 4-14=-703/193, 4-16=-1/478, 3-17=-2388/268, 7-11=-2246/219 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) 11=111. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T11 Truss Type Common Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283878 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-0uXTpWcQRianyGAw_uqXsAX2njUkucQAPX0bisyJte5 Scale = 1:67.9 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 111819 3x6 5x6 3x6 3x8 4x8 3x4 3x4 4x6 3x4 3x4 4x6 10x10 10x10 3x8 9-10-0 9-10-0 19-5-8 9-7-8 29-1-0 9-7-8 38-11-0 9-10-0 6-7-8 6-7-8 13-0-8 6-5-0 19-5-8 6-5-0 25-10-8 6-5-0 32-3-8 6-5-0 38-11-0 6-7-8 39-11-0 1-0-0 0-11-010-7-120-11-06.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-4], [1:0-1-12,0-0-14], [4:0-1-12,0-1-8], [6:0-1-12,0-1-8], [9:0-1-12,0-0-14], [11:Edge,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.59 0.66 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.66 0.14 (loc) 14-16 14-16 11 l/defl >999 >698 n/a L/d 240 180 n/a PLATES MT20 Weight: 157 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* 5-14,1-17,9-11: 2x4 SPF No.2, 3-17,7-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 4-14, 7-11 2 Rows at 1/3 pts 3-17 REACTIONS.(lb/size) 17=1720/Mechanical, 11=1791/0-3-8 Max Horz 17=-122(LC 4) Max Uplift 17=-74(LC 6), 11=-111(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-551/112, 3-4=-2723/374, 4-5=-2019/357, 5-6=-2020/357, 6-7=-2715/371, 7-9=-681/157, 1-17=-397/106, 9-11=-543/181 BOT CHORD 16-17=-216/2459, 14-16=-107/2175, 12-14=-107/2174, 11-12=-210/2444 WEBS 5-14=-177/1373, 6-14=-702/193, 6-12=0/467, 4-14=-703/193, 4-16=-1/478, 3-17=-2388/268, 7-11=-2246/219 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) 11=111. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T12 Truss Type Common Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283879 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-0uXTpWcQRianyGAw_uqXsAX2njUkucQAPX0bisyJte5 Scale = 1:67.9 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 111819 3x6 5x6 3x6 3x8 4x8 3x4 3x4 4x6 3x4 3x4 4x6 10x10 10x10 3x8 9-10-0 9-10-0 19-5-8 9-7-8 29-1-0 9-7-8 38-11-0 9-10-0 6-7-8 6-7-8 13-0-8 6-5-0 19-5-8 6-5-0 25-10-8 6-5-0 32-3-8 6-5-0 38-11-0 6-7-8 39-11-0 1-0-0 0-11-010-7-120-11-06.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-4], [1:0-1-12,0-0-14], [4:0-1-12,0-1-8], [6:0-1-12,0-1-8], [9:0-1-12,0-0-14], [11:Edge,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.59 0.66 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.66 0.14 (loc) 14-16 14-16 11 l/defl >999 >698 n/a L/d 240 180 n/a PLATES MT20 Weight: 157 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* 5-14,1-17,9-11: 2x4 SPF No.2, 3-17,7-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 4-14, 7-11 2 Rows at 1/3 pts 3-17 REACTIONS.(lb/size) 17=1720/Mechanical, 11=1791/0-3-8 Max Horz 17=-122(LC 4) Max Uplift 17=-74(LC 6), 11=-111(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-551/112, 3-4=-2723/374, 4-5=-2019/357, 5-6=-2020/357, 6-7=-2715/371, 7-9=-681/157, 1-17=-397/106, 9-11=-543/181 BOT CHORD 16-17=-216/2459, 14-16=-107/2175, 12-14=-107/2174, 11-12=-210/2444 WEBS 5-14=-177/1373, 6-14=-702/193, 6-12=0/467, 4-14=-703/193, 4-16=-1/478, 3-17=-2388/268, 7-11=-2246/219 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) 11=111. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T13 Truss Type Common Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283880 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-U44r1sd2C0ieaQk6YcLmPN4AS7qzd5EKeBl8EIyJte4 Scale = 1:67.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 101718 3x6 5x6 3x6 3x8 4x8 3x4 3x4 4x6 3x4 3x4 4x6 10x10 10x10 3x8 9-10-0 9-10-0 19-5-8 9-7-8 29-1-0 9-7-8 38-11-0 9-10-0 6-7-8 6-7-8 13-0-8 6-5-0 19-5-8 6-5-0 25-10-8 6-5-0 32-3-8 6-5-0 38-11-0 6-7-8 0-11-010-7-120-11-06.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-8], [1:0-1-12,0-0-14], [4:0-1-12,0-1-8], [6:0-1-12,0-1-8], [9:0-1-12,0-0-14], [10:Edge,0-3-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.79 0.66 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -0.67 0.14 (loc) 11-13 11-13 10 l/defl >999 >696 n/a L/d 240 180 n/a PLATES MT20 Weight: 156 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* 5-13: 2x4 SPF No.2, 1-16,3-16,9-10,7-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13, 4-13 2 Rows at 1/3 pts 3-16, 7-10 REACTIONS.(lb/size) 16=1721/Mechanical, 10=1721/0-3-8 Max Horz 16=114(LC 5) Max Uplift 16=-74(LC 6), 10=-74(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-540/111, 3-4=-2725/375, 4-5=-2021/357, 5-6=-2021/357, 6-7=-2725/375, 7-9=-540/111, 1-16=-392/105, 9-10=-392/105 BOT CHORD 15-16=-248/2461, 13-15=-139/2177, 11-13=-139/2177, 10-11=-248/2461 WEBS 5-13=-177/1374, 6-13=-703/193, 6-11=-1/478, 4-13=-703/193, 4-15=-1/478, 3-16=-2402/270, 7-10=-2402/270 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) 16, 10. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T14 Truss Type Roof Special Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283881 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-yGeDECehzKqVBaJI6Js?xbcMvX7yMXFTtrVhnkyJte3 Scale = 1:75.1 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 122021 22 3x6 5x6 3x6 5x8 5x8 4x8 4x8 4x6 2x4 5x6 3x6 5x8 4x6 3x4 4x6 8x8 4x8 13-0-8 13-0-8 23-4-3 10-3-11 34-11-0 11-6-13 37-11-0 3-0-0 39-11-0 2-0-0 6-7-8 6-7-8 13-0-8 6-5-0 19-5-8 6-5-0 27-2-4 7-8-12 34-11-0 7-8-12 37-11-0 3-0-0 39-11-0 2-0-0 40-11-0 1-0-0 0-11-02-11-010-7-121-3-02-11-06.00 12 10.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-8], [1:0-1-12,0-0-14], [8:0-3-0,0-2-12], [9:0-6-4,0-2-0], [10:0-3-0,0-1-12], [13:0-2-8,0-2-0], [14:0-1-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.74 0.87 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.64 0.11 (loc) 16-18 14-16 12 l/defl >999 >743 n/a L/d 240 180 n/a PLATES MT20 Weight: 191 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7,7-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-18,5-16: 2x4 SPF No.2, 10-12,3-19: 2x4 SPF-S Stud 1-19: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-8 max.): 8-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-19 REACTIONS.(lb/size) 12=1900/0-3-8, 19=1773/Mechanical Max Horz 19=149(LC 5) Max Uplift 12=-115(LC 7), 19=-75(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-831/76, 3-4=-2739/352, 4-5=-2745/479, 5-6=-2649/413, 6-8=-3679/450, 8-9=-3140/314, 9-10=-1769/225, 10-12=-1863/251, 1-19=-520/90 BOT CHORD 18-19=-255/2567, 16-18=0/1846, 14-16=-171/2610, 13-14=-71/1289 WEBS 3-18=-254/190, 4-18=-418/206, 5-18=-172/1030, 5-16=-105/1175, 6-16=-674/258, 6-14=-57/808, 8-14=-1884/305, 9-14=-174/2454, 9-13=-626/0, 10-13=-109/1392, 3-19=-2208/347 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) 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) 19 except (jt=lb) 12=115. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T15 Truss Type Roof Special Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283882 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-QTCbSYfJkdyMpjuVg1NEUo9ZFwRf51Xd6VEFJAyJte2 Scale = 1:70.9 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 1120 21 22 3x8 5x8 5x6 5x6 5x8 10x10 3x8 MT18HS 3x4 4x6 3x4 3x8 3x4 4x10 3x6 3x4 4x6 3x6 8-7-3 8-7-3 16-11-13 8-4-11 21-11-3 4-11-5 31-7-0 9-7-13 35-11-0 4-4-0 39-11-0 4-0-0 8-7-3 8-7-3 16-11-13 8-4-11 21-11-3 4-11-5 26-9-1 4-9-15 31-7-0 4-9-15 35-11-0 4-4-0 39-11-0 4-0-0 40-11-0 1-0-0 0-11-04-7-09-4-151-3-09-4-156.00 12 10.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-1-8], [4:0-5-0,0-2-0], [5:0-3-0,0-2-0], [6:0-1-8,0-1-8], [7:0-2-4,0-2-12], [8:0-6-4,0-2-0], [9:0-3-0,0-1-12], [12:0-2-8,0-1-8], [13:0-2-4,0-1-8], [18:0-2-4,0-2-0], [19:0-1-12,0-0-0], [19:Edge,0-7-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.58 0.97 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.43 -0.92 0.12 (loc) 13-15 13-15 11 l/defl >999 >516 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 167 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-4,1-2: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 14-17: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 9-11: 2x4 SPF-S Stud, 1-19: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-11 max.): 4-5, 7-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 13-15. WEBS 1 Row at midpt 3-16, 4-15, 6-15 REACTIONS.(lb/size) 19=1696/Mechanical, 11=1815/0-3-8 Max Horz 19=160(LC 5) Max Uplift 19=-65(LC 6), 11=-106(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2840/343, 3-4=-2263/344, 4-5=-1975/343, 5-6=-2272/355, 6-7=-3158/417, 7-8=-2739/319, 8-9=-1961/233, 9-11=-1755/230, 1-19=-1613/233 BOT CHORD 18-19=-151/473, 16-18=-182/2449, 15-16=-25/1915, 13-15=-125/2347, 12-13=-48/1432 WEBS 3-18=0/261, 3-16=-648/182, 4-16=-26/473, 4-15=-58/308, 5-15=-68/726, 6-15=-644/185, 6-13=-63/737, 7-13=-1622/265, 8-13=-154/1856, 8-12=-360/42, 9-12=-60/1391, 1-18=-132/1982 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) 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) 19 except (jt=lb) 11=106. 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. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T16 Truss Type Roof Special Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283883 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-ufm_fufxVx5DRtThDkuT00igyKpaqTDmK9_ordyJte1 Scale = 1:71.5 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 1019 20 10x10 5x6 5x6 5x8 5x6 3x8 3x4 4x6 3x8 3x4 4x8 2x4 4x8 3x4 6x6 3x16 MT18HS 6-11-3 6-11-3 13-7-13 6-8-11 25-3-3 11-7-5 28-3-0 2-11-13 33-11-0 5-8-0 39-11-0 6-0-0 6-11-3 6-11-3 13-7-13 6-8-11 19-5-8 5-9-11 25-3-3 5-9-11 28-3-0 2-11-13 33-11-0 5-8-0 39-11-0 6-0-0 40-11-0 1-0-0 0-11-06-3-07-8-151-3-07-8-156.00 12 10.00 12 Plate Offsets (X,Y)-- [1:Edge,0-7-13], [2:0-1-12,0-1-8], [3:0-3-0,0-2-0], [5:0-3-0,0-2-0], [6:0-4-4,0-2-8], [7:0-4-0,0-1-12], [13:0-5-2,0-1-8], [17:0-2-4,0-2-0], [18:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.84 0.86 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.57 -1.16 0.11 (loc) 14-16 14-16 10 l/defl >829 >411 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 165 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 8-10,1-18: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-2 max.): 3-5, 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 4-14, 6-11 REACTIONS.(lb/size) 18=1696/Mechanical, 10=1761/0-3-8 Max Horz 18=164(LC 5) Max Uplift 18=-49(LC 6), 10=-91(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2797/321, 2-3=-2514/315, 3-4=-2168/317, 4-5=-2237/309, 5-6=-2526/324, 6-7=-1481/222, 7-8=-2031/224, 8-10=-1705/217, 1-18=-1605/215 BOT CHORD 17-18=-158/398, 16-17=-190/2427, 14-16=-197/2348, 12-14=-135/2378, 11-12=-134/2376 WEBS 2-16=-333/153, 3-16=-17/740, 4-16=-424/114, 4-14=-317/126, 5-14=-57/863, 6-14=-336/132, 6-11=-1311/139, 7-11=-24/881, 8-11=-108/1296, 1-17=-156/2039 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) 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, 10. 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. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T17 Truss Type Half Hip Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283884 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-MrKMsEgZGFD4312tnRPiZDE?tkLVZ6twZpjMO3yJte0 Scale = 1:19.2 1 2 3 4 7 6 5 4x6 2x4 3x4 2x4 3x4 3x4 1-11-9 1-11-9 5-9-8 3-9-15 -1-0-0 1-0-0 1-11-9 1-11-9 5-9-8 3-9-15 1-3-02-10-1010.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [3:0-4-4,0-2-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.25 0.11 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 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: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=215/Mechanical, 7=298/0-3-8 Max Horz 7=90(LC 5) Max Uplift 5=-35(LC 5), 7=-35(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-289/89 NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T18 Truss Type Half Hip Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283885 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-MrKMsEgZGFD4312tnRPiZDE?hkLtZ5nwZpjMO3yJte0 Scale = 1:24.6 1 2 3 4 7 6 5 2x4 3x4 2x4 3x4 4x6 3x4 3-1-15 3-1-15 5-9-8 2-7-9 -1-0-0 1-0-0 3-1-15 3-1-15 5-9-8 2-7-9 1-3-03-10-1010.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [3:0-4-4,0-2-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.20 0.09 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 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: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=215/Mechanical, 7=298/0-3-8 Max Horz 7=120(LC 5) Max Uplift 5=-44(LC 5), 7=-33(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-271/89 NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T19 Truss Type Half Hip Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283886 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-q1uk4ahB1YLxgBd4L9xx6QnBN8YlIZD3oTTvwVyJte? Scale = 1:25.7 1 2 3 7 6 4 5 4x6 2x4 3x4 3x4 3-4-11 3-4-11 5-9-8 2-4-13 -1-0-0 1-0-0 3-4-11 3-4-11 5-9-8 2-4-13 1-3-04-0-143-9-64-0-1510.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [3:0-4-4,0-2-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.14 0.62 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.11 -0.23 0.24 (loc) 6-7 6-7 4 l/defl >629 >296 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=70/Mechanical, 7=299/0-3-8, 5=146/Mechanical Max Horz 7=142(LC 6) Max Uplift 4=-28(LC 4), 7=-12(LC 6), 5=-29(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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 7, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T20 Truss Type Half Hip Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283887 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-q1uk4ahB1YLxgBd4L9xx6QnA?8YKIZY3oTTvwVyJte? Scale = 1:20.2 1 2 3 7 6 4 5 4x6 2x4 3x4 3x4 2-2-5 2-2-5 5-9-8 3-7-3 -1-0-0 1-0-0 2-2-5 2-2-5 5-9-8 3-7-3 1-3-03-0-142-9-63-0-1510.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [3:0-4-4,0-2-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.22 0.59 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.09 -0.22 0.26 (loc) 5-6 5-6 4 l/defl >719 >311 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 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=106/Mechanical, 7=299/0-3-8, 5=110/Mechanical Max Horz 7=111(LC 6) Max Uplift 4=-43(LC 4), 7=-24(LC 6) Max Grav 4=106(LC 1), 7=299(LC 1), 5=130(LC 2) 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 7. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T21 Truss Type Hip Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283888 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-IES6HwiposToILCGvsSAeeKAXYrP1tEC07CSSyyJte_ Scale = 1:70.3 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 111920 3x6 5x8 5x8 3x6 10x10 3x6 3x4 3x8 3x4 4x8 3x4 3x8 10x10 3x6 9-0-9 9-0-9 17-10-11 8-10-1 21-0-5 3-1-11 29-10-7 8-10-1 38-11-0 9-0-9 -1-0-0 1-0-0 9-0-9 9-0-9 17-10-11 8-10-1 21-0-5 3-1-11 29-10-7 8-10-1 38-11-0 9-0-9 39-11-0 1-0-0 0-11-09-10-50-11-09-10-56.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [5:0-5-8,0-2-4], [6:0-5-0,0-2-0], [7:0-1-12,0-1-8], [11:0-2-7,0-1-4], [11:0-5-0,0-2-4], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8], [18:0-2-7,0-1-4], [18:0-5-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.94 0.79 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.56 0.11 (loc) 15-17 15-17 11 l/defl >999 >830 n/a L/d 240 180 n/a PLATES MT20 Weight: 166 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5,6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-15,7-14: 2x4 SPF No.2, 2-18,9-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-1-8 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 5-14, 7-14 REACTIONS.(lb/size) 18=1706/0-3-8, 11=1706/0-3-8 Max Horz 18=103(LC 5) Max Uplift 18=-107(LC 6), 11=-107(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2697/340, 4-5=-1981/338, 5-6=-1659/349, 6-7=-1983/338, 7-9=-2696/340, 2-18=-1627/288, 9-11=-1627/288 BOT CHORD 17-18=-183/617, 15-17=-160/2308, 14-15=0/1658, 12-14=-160/2308, 11-12=-117/618 WEBS 4-17=0/288, 4-15=-782/189, 5-15=-28/509, 6-14=-28/505, 7-14=-780/188, 7-12=0/286, 2-17=-44/1697, 9-12=-44/1695 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) except (jt=lb) 18=107, 11=107. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T22 Truss Type Roof Special Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283889 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-nQ?UVGiRYAbfwVnSSazPBrsO7xC_mEKMFny0zOyJtdz Scale = 1:71.9 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 1220 24 21 22 23 3x6 5x6 5x6 5x8 3x6 3x16 MT18HS3x6 4x6 5x8 3x4 3x4 4x6 10x10 10x10 3x8 MT18HS 10-9-7 10-9-7 21-4-5 10-6-15 24-4-5 3-0-0 31-6-7 7-2-1 38-11-0 7-4-9 -1-0-0 1-0-0 9-1-0 9-1-0 17-11-8 8-10-8 21-4-5 3-4-13 24-4-5 3-0-0 31-6-7 7-2-1 38-11-0 7-4-9 39-11-0 1-0-0 0-11-08-2-59-10-120-11-08-2-56.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-7-5], [2:0-3-1,0-0-0], [5:0-3-0,0-2-0], [7:0-5-8,0-2-4], [8:0-1-12,0-1-8], [12:0-2-7,0-1-4], [12:0-5-0,0-2-4], [13:0-2-8,0-2-0], [16:0-3-0,0-2-4], [18:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.76 0.77 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.52 -0.94 0.11 (loc) 16-18 16-18 12 l/defl >894 >489 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 170 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5,1-3: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-18,4-19: 2x4 SPF No.2, 2-19,10-12: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-12 max.): 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-16, 8-14, 4-19 REACTIONS.(lb/size) 19=1827/0-3-8, 12=1740/0-3-8 Max Horz 19=-103(LC 4) Max Uplift 19=-107(LC 6), 12=-121(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-908/259, 4-5=-2777/442, 5-6=-2453/419, 6-7=-2174/346, 7-8=-2334/346, 8-10=-2741/332, 2-19=-692/249, 10-12=-1665/278 BOT CHORD 18-19=-174/2486, 16-18=-10/1789, 14-16=-53/1995, 13-14=-170/2364, 12-13=-69/494 WEBS 4-18=-403/261, 5-18=-134/1002, 5-16=-127/1186, 6-16=-1163/209, 7-16=-10/573, 7-14=-35/298, 8-14=-463/136, 4-19=-2060/99, 10-13=-101/1879 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=107, 12=121. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T23 Truss Type Roof Special Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283890 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-FcZtibj4JTjWXeMf0HUej3PVKLXuVk?VURhZWqyJtdy Scale = 1:71.3 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 111920 3x6 5x6 5x8 5x6 10x10 3x6 3x4 3x8 4x8 2x4 3x8 3x6 10x10 3x8 MT18HS 9-1-0 9-1-0 17-11-8 8-10-8 24-8-5 6-8-13 27-8-5 3-0-0 38-11-0 11-2-11 -1-0-0 1-0-0 9-1-0 9-1-0 17-11-8 8-10-8 24-8-5 6-8-13 27-8-5 3-0-0 33-2-7 5-6-1 38-11-0 5-8-9 39-11-0 1-0-0 0-11-06-6-59-10-120-11-06-6-56.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [6:0-4-4,0-2-8], [7:0-3-0,0-2-0], [8:0-2-8,0-1-8], [9:0-2-12,0-1-6], [11:0-4-8,Edge], [12:0-3-0,0-1-8], [15:0-4-0,0-1-12], [17:0-2-8,0-1-8], [18:0-5-0,0-2-4], [18:0-2-7,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.99 0.79 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.80 0.12 (loc) 11-12 11-12 11 l/defl >999 >576 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 158 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 14-16: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-18,9-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-10-1 max.): 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 6-15, 8-11 REACTIONS.(lb/size) 18=1724/0-3-8, 11=1701/0-3-8 Max Horz 18=-103(LC 4) Max Uplift 18=-107(LC 6), 11=-121(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2724/343, 4-5=-2027/341, 5-6=-1978/346, 6-7=-2139/324, 7-8=-2458/327, 8-9=-600/67, 2-18=-1640/290, 9-11=-486/133 BOT CHORD 17-18=-185/657, 15-17=-162/2330, 13-15=-138/2412, 12-13=-137/2414, 11-12=-217/2205 WEBS 4-17=0/278, 4-15=-780/187, 5-15=-123/1235, 6-15=-975/187, 6-12=-652/122, 7-12=-62/819, 2-17=-40/1679, 8-11=-2062/315 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=107, 11=121. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T24 Truss Type Roof Special Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283891 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-jp7Fwxki4nrN9owra??tGGygwluKEA2fj5R72HyJtdx Scale = 1:71.3 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 111920 21 3x6 5x6 5x8 5x6 10x10 3x8 MT18HS 3x4 3x8 4x8 3x6 4x6 4x8 10x10 3x16 MT18HS 9-1-0 9-1-0 17-11-8 8-10-8 28-0-5 10-0-13 31-0-5 3-0-0 38-11-0 7-10-11 -1-0-0 1-0-0 9-1-0 9-1-0 17-11-8 8-10-8 22-11-15 5-0-7 28-0-5 5-0-7 31-0-5 3-0-0 38-11-0 7-10-11 39-11-0 1-0-0 0-11-04-10-59-10-120-11-04-10-56.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [5:0-3-0,0-2-4], [6:0-2-4,0-1-8], [7:0-4-4,0-3-0], [8:0-3-0,0-2-0], [11:0-2-7,0-1-4], [11:0-5-0,0-2-4], [12:0-2-8,0-2-0], [13:0-2-8,0-1-12], [15:0-4-0,0-1-8], [17:0-2-8,0-1-8], [18:0-2-7,0-1-4], [18:0-5-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 1.00 0.71 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.45 -0.93 0.10 (loc) 13-15 13-15 11 l/defl >999 >497 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 156 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5,1-3: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-18,9-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-7-12 max.): 7-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 6-15 REACTIONS.(lb/size) 18=1756/0-3-8, 11=1744/0-3-8 Max Horz 18=-103(LC 4) Max Uplift 18=-107(LC 6), 11=-121(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2777/346, 4-5=-2110/338, 5-6=-2043/356, 6-7=-3381/480, 7-8=-2327/328, 8-9=-2702/322, 2-18=-1666/292, 9-11=-1652/286 BOT CHORD 17-18=-180/689, 15-17=-165/2377, 13-15=-119/2270, 12-13=-193/2972, 11-12=-140/686 WEBS 4-17=0/261, 4-15=-744/195, 5-15=-154/1377, 6-15=-869/211, 6-13=-134/1220, 7-13=-662/198, 7-12=-1204/87, 8-12=-21/851, 2-17=-46/1693, 9-12=-6/1629 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=107, 11=121. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T25 Truss Type Roof Special Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283892 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-B?hd7HlKr5zDnyV18iW6pUUut9CIzeJoxlAgajyJtdw Scale = 1:71.5 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 1119 25 20 21 22 23 24 3x6 5x8 5x8 5x8 3x16 MT18HS4x6 4x6 5x6 3x6 5x8 4x6 10x10 10x10 3x8 MT18HS 10-7-2 10-7-2 20-11-12 10-4-10 31-4-5 10-4-10 34-4-5 3-0-0 38-11-0 4-6-11 -1-0-0 1-0-0 9-1-0 9-1-0 17-11-8 8-10-8 24-7-15 6-8-7 31-4-5 6-8-7 34-4-5 3-0-0 38-11-0 4-6-11 39-11-0 1-0-0 0-11-03-2-59-10-120-11-03-2-56.00 12 Plate Offsets (X,Y)-- [2:0-4-12,0-2-12], [2:0-2-12,0-1-6], [6:0-1-12,0-1-8], [7:0-2-12,0-3-0], [8:0-5-8,0-2-0], [11:0-2-7,0-1-4], [11:0-5-0,0-2-4], [12:0-2-0,0-2-0], [13:0-2-8,0-2-0], [15:0-3-0,0-2-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.79 0.86 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.48 -0.90 0.13 (loc) 15-17 13-15 11 l/defl >968 >510 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 159 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 7-8,8-10: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-17,4-18: 2x4 SPF No.2, 2-18,9-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-11 max.): 7-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15 2 Rows at 1/3 pts 4-18 REACTIONS.(lb/size) 18=1879/0-3-8, 11=1840/0-3-8 Max Horz 18=-103(LC 4) Max Uplift 18=-107(LC 6), 11=-121(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-927/261, 4-5=-2889/454, 5-6=-2643/396, 6-7=-4324/535, 7-8=-3742/401, 8-9=-2727/307, 2-18=-701/249, 9-11=-1763/268 BOT CHORD 17-18=-177/2573, 15-17=-11/1898, 13-15=-167/2699, 12-13=-170/2357, 11-12=-13/335 WEBS 4-17=-402/261, 5-17=-149/977, 5-15=-95/1263, 6-15=-829/251, 6-13=-164/1520, 7-13=-2165/329, 8-13=-150/1958, 8-12=-372/34, 4-18=-2140/102, 9-12=-160/2062 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=107, 11=121. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T26 Truss Type Common Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283893 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-B?hd7HlKr5zDnyV18iW6pUUwv9AdzbroxlAgajyJtdw Scale = 1:66.2 1 2 3 4 5 6 7 8 14 13 12 11 10 915 16 17 18 19 20 3x6 5x6 3x8 3x16 MT18HS4x6 4x6 4x6 4x6 10x10 10x10 3x16 MT18HS 12-0-11 12-0-11 23-10-13 11-10-3 35-11-8 12-0-11 -1-0-0 1-0-0 9-1-0 9-1-0 17-11-8 8-10-8 26-10-4 8-10-12 35-11-8 9-1-4 0-11-09-10-120-10-126.00 12 Plate Offsets (X,Y)-- [2:0-4-12,0-2-12], [2:0-2-12,0-1-6], [4:0-2-8,0-2-0], [6:0-2-8,0-2-0], [8:0-2-12,0-1-6], [9:0-4-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.66 0.96 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.77 -1.14 0.12 (loc) 10-13 10-13 9 l/defl >555 >373 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 147 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-3,7-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 11-12: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-13,6-10: 2x3 SPF No.2, 2-14,8-9: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-9 REACTIONS.(lb/size) 14=1746/0-3-8, 9=1670/Mechanical Max Horz 14=116(LC 5) Max Uplift 14=-107(LC 6), 9=-68(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-903/233, 4-5=-2512/379, 5-6=-2529/384, 6-8=-726/148, 2-14=-685/237, 8-9=-513/138 BOT CHORD 13-14=-199/2325, 10-13=-24/1626, 9-10=-206/2348 WEBS 4-13=-415/255, 5-13=-83/995, 5-10=-90/1014, 6-10=-435/263, 4-14=-1877/117, 6-9=-2073/208 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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) 9 except (jt=lb) 14=107. 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. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T27 Truss Type Common Qty 2 Ply 1 199 West Clay Northlake Job Reference (optional) I35283894 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-fBF?KdmycO54O64DhP2LLh15mZWsi3OxAPwD69yJtdv Scale = 1:66.8 1 2 3 4 5 6 7 8 9 15 14 13 12 11 1016 22 17 18 19 20 23 21 3x6 5x6 3x6 3x16 MT18HS 4x6 4x6 4x6 4x6 10x10 10x10 3x16 MT18HS 12-0-8 12-0-8 23-10-8 11-10-0 35-11-0 12-0-8 -1-0-0 1-0-0 9-1-0 9-1-0 17-11-8 8-10-8 26-10-0 8-10-8 35-11-0 9-1-0 36-11-0 1-0-0 0-11-09-10-120-11-06.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-12], [2:0-1-12,0-0-14], [4:0-2-8,0-2-0], [6:0-2-8,0-2-0], [8:0-1-12,0-0-14], [10:Edge,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.65 0.96 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.77 -1.13 0.12 (loc) 11-14 11-14 10 l/defl >553 >378 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 148 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-3,7-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 12-13: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-11,4-14: 2x3 SPF No.2, 2-15,8-10: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-15, 6-10 REACTIONS.(lb/size) 15=1740/0-3-8, 10=1740/0-3-8 Max Horz 15=-102(LC 4) Max Uplift 15=-105(LC 6), 10=-105(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-942/240, 4-5=-2526/381, 5-6=-2526/381, 6-8=-942/240, 2-15=-699/236, 8-10=-699/236 BOT CHORD 14-15=-170/2344, 11-14=0/1633, 10-11=-170/2344 WEBS 5-11=-85/1005, 6-11=-427/258, 5-14=-85/1005, 4-14=-427/258, 4-15=-1854/112, 6-10=-1854/112 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=105, 10=105. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T28 Truss Type Hip Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283895 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-7OpNYzmaNiDx0GfQF7ZauvaDRyw9Rb05P3fnfbyJtdu Scale = 1:67.0 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 3x8 5x8 5x8 3x8 10x10 3x6 3x4 3x6 3x4 3x8 3x4 3x6 10x10 3x6 8-9-4 8-9-4 17-4-0 8-6-12 18-7-0 1-3-0 27-1-12 8-6-12 35-11-0 8-9-4 -1-0-0 1-0-0 8-9-4 8-9-4 17-4-0 8-6-12 18-7-0 1-3-0 27-1-12 8-6-12 35-11-0 8-9-4 36-11-0 1-0-0 0-11-09-7-00-11-09-7-06.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [5:0-5-0,0-2-0], [6:0-5-0,0-2-0], [7:0-1-12,0-1-8], [11:0-2-7,0-1-4], [11:0-5-0,0-2-4], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8], [18:0-2-7,0-1-4], [18:0-5-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.79 0.70 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.44 0.09 (loc) 15-17 15-17 11 l/defl >999 >962 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 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-18,9-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-3-14 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 5-14, 7-14 REACTIONS.(lb/size) 18=1492/0-3-8, 11=1492/0-3-8 Max Horz 18=-100(LC 4) Max Uplift 18=-105(LC 6), 11=-105(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2279/314, 4-5=-1661/313, 5-6=-1380/327, 6-7=-1665/313, 7-9=-2277/314, 2-18=-1410/274, 9-11=-1409/274 BOT CHORD 17-18=-177/578, 15-17=-139/1937, 14-15=0/1375, 12-14=-139/1935, 11-12=-110/581 WEBS 4-17=0/278, 4-15=-682/181, 5-15=-34/405, 5-14=-205/268, 6-14=-37/479, 7-14=-676/180, 7-12=0/274, 2-17=-30/1364, 9-12=-29/1358 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) except (jt=lb) 18=105, 11=105. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T29 Truss Type Hip Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283896 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-baNmlJnC80LoeQEcpq4pQ66L1MDzA3AEdjPKB2yJtdt Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 1119 3x6 5x8 5x8 3x6 10x10 3x6 3x4 3x8 3x4 3x8 3x4 3x8 10x10 3x6 7-1-4 7-1-4 14-0-0 6-10-12 21-11-0 7-11-0 28-9-12 6-10-12 35-11-0 7-1-4 -1-0-0 1-0-0 7-1-4 7-1-4 14-0-0 6-10-12 21-11-0 7-11-0 28-9-12 6-10-12 35-11-0 7-1-4 36-11-0 1-0-0 0-11-07-11-00-11-07-11-06.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [5:0-4-8,0-1-12], [6:0-4-8,0-1-12], [7:0-1-12,0-1-8], [11:0-1-12,0-0-0], [11:Edge,0-7-13], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8], [18:0-1-12 ,0-0-0], [18:Edge,0-7-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.99 0.86 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.48 0.10 (loc) 13-16 13-16 11 l/defl >999 >893 n/a L/d 240 180 n/a PLATES MT20 Weight: 144 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* 5-13,2-18,9-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 5-13, 7-13 REACTIONS.(lb/size) 18=1580/0-3-8, 11=1563/0-3-8 Max Horz 18=-83(LC 4) Max Uplift 18=-88(LC 6), 11=-88(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2461/299, 4-5=-2084/305, 5-6=-1749/310, 6-7=-2046/305, 7-9=-2432/299, 2-18=-1502/255, 9-11=-1487/255 BOT CHORD 17-18=-118/467, 16-17=-145/2116, 13-16=-26/1783, 12-13=-145/2090, 11-12=-63/462 WEBS 4-16=-413/138, 5-16=0/497, 6-13=0/461, 7-13=-422/139, 2-17=-83/1657, 9-12=-83/1635 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) 18, 11. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T30 Truss Type Half Hip Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283897 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-baNmlJnC80LoeQEcpq4pQ66SnMMhAB3EdjPKB2yJtdt Scale = 1:31.2 1 2 3 6 4 5 5x8 3x6 3x4 4-7-1 4-7-1 5-9-8 1-2-7 -1-0-0 1-0-0 4-7-1 4-7-1 5-9-8 1-2-7 1-3-05-0-144-9-65-0-1510.00 12 Plate Offsets (X,Y)-- [3:0-4-6,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.56 0.30 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.07 -0.14 0.19 (loc) 5-6 5-6 4 l/defl >992 >494 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=150/Mechanical, 6=299/0-3-8, 5=66/Mechanical Max Horz 6=141(LC 6) Max Uplift 4=-76(LC 6) Max Grav 4=150(LC 1), 6=299(LC 1), 5=107(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-253/70 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T31 Truss Type Half Hip Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283898 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-3mx8zfoqvJTfFZpoNYb2zKfdkmixveJOsN8tjUyJtds Scale = 1:32.6 1 2 3 6 4 5 5x10 MT18HS 3x6 3x4 4-4-6 4-4-6 5-9-8 1-5-2 -1-0-0 1-0-0 4-4-6 4-4-6 5-9-8 1-5-2 1-3-04-10-104-7-24-10-1010.00 12 Plate Offsets (X,Y)-- [3:0-6-6,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.54 0.30 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.07 -0.14 0.21 (loc) 5-6 5-6 4 l/defl >999 >494 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 17 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=150/Mechanical, 6=299/0-3-8, 5=66/Mechanical Max Horz 6=135(LC 6) Max Uplift 4=-83(LC 7) Max Grav 4=150(LC 1), 6=299(LC 1), 5=107(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-253/75 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 3 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 4. 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. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T32 Truss Type Half Hip Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283899 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-3mx8zfoqvJTfFZpoNYb2zKfclmiwveJOsN8tjUyJtds Scale = 1:35.4 1 2 3 6 4 5 3x4 3x6 3x4 2-10-12 2-10-12 5-9-8 2-10-12 -1-0-0 1-0-0 5-6-12 5-6-12 5-9-8 0-2-12 1-3-05-10-105-7-25-10-1010.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.61 0.30 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.08 -0.14 -0.11 (loc) 5-6 5-6 4 l/defl >880 >493 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=150/Mechanical, 6=299/0-3-8, 5=66/Mechanical Max Horz 6=166(LC 6) Max Uplift 4=-102(LC 7) Max Grav 4=150(LC 1), 6=299(LC 1), 5=108(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-254/46 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) except (jt=lb) 4=102. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T33 Truss Type Half Hip Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283900 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-YzUWA?pTgdbWtjO?wF6HWXCnWA29e5ZX51uRFwyJtdr Scale = 1:35.4 1 2 3 6 4 5 3x4 3x6 3x4 2-10-12 2-10-12 5-9-8 2-10-12 -1-0-0 1-0-0 5-6-10 5-6-10 5-9-8 0-2-14 1-3-05-10-85-7-05-10-810.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.61 0.30 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.08 -0.14 -0.11 (loc) 5-6 5-6 4 l/defl >881 >493 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=150/Mechanical, 6=299/0-3-8, 5=66/Mechanical Max Horz 6=166(LC 6) Max Uplift 4=-102(LC 7) Max Grav 4=150(LC 1), 6=299(LC 1), 5=108(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-254/46 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) except (jt=lb) 4=102. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T34 Truss Type Half Hip Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283901 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-YzUWA?pTgdbWtjO?wF6HWXCoUA2Ae5ZX51uRFwyJtdr Scale = 1:32.5 1 2 3 6 4 5 3x8 MT18HS 3x6 3x4 4-4-3 4-4-3 5-9-8 1-5-5 -1-0-0 1-0-0 4-4-3 4-4-3 5-9-8 1-5-5 1-3-04-10-84-7-04-10-810.00 12 Plate Offsets (X,Y)-- [3:0-4-6,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.54 0.30 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.06 -0.14 0.21 (loc) 5-6 5-6 4 l/defl >999 >494 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 17 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=150/Mechanical, 6=299/0-3-8, 5=66/Mechanical Max Horz 6=135(LC 6) Max Uplift 4=-82(LC 7) Max Grav 4=150(LC 1), 6=299(LC 1), 5=107(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-253/75 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 3 = 8% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 4. 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. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T35 Truss Type Half Hip Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283902 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-092uOLp5RxjNVtzBUzdW2lk4saJ6NY0hKhd_oNyJtdq Scale = 1:24.6 1 2 3 7 6 4 5 4x6 2x4 3x4 3x4 3-1-13 3-1-13 5-9-8 2-7-11 -1-0-0 1-0-0 3-1-13 3-1-13 5-9-8 2-7-11 1-3-03-10-83-7-03-10-810.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [3:0-4-4,0-2-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.12 0.64 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.11 -0.23 0.26 (loc) 6 6-7 4 l/defl >624 >291 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=77/Mechanical, 7=299/0-3-8, 5=139/Mechanical Max Horz 7=136(LC 6) Max Uplift 4=-31(LC 4), 7=-15(LC 6), 5=-23(LC 6) Max Grav 4=77(LC 1), 7=299(LC 1), 5=139(LC 2) 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 7, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T36 Truss Type Roof Special Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283903 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-ULcGbgqjCErE61YN2g8lbyH8hzmq6_2qYKNYKpyJtdp Scale = 1:22.8 1 2 3 4 8 7 5 6 3x6 5x6 2x4 5x6 3x4 1-11-6 1-11-6 3-11-0 1-11-10 5-9-8 1-10-8 -1-0-0 1-0-0 1-11-6 1-11-6 3-11-0 1-11-10 5-9-8 1-10-8 1-3-02-10-83-9-123-5-13-9-122-10-810.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-4-8,0-2-4], [4:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.56 0.16 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.06 0.05 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=164/Mechanical, 8=299/0-3-8, 6=52/Mechanical Max Horz 8=133(LC 6) Max Uplift 5=-63(LC 6), 8=-23(LC 6) Max Grav 5=164(LC 1), 8=299(LC 1), 6=75(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 7-8=-256/156 WEBS 2-7=-133/265 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 5, 8. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T37 Truss Type Roof Special Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283904 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-ULcGbgqjCErE61YN2g8lbyHAczkR6?3qYKNYKpyJtdp Scale = 1:22.8 1 2 3 4 7 5 6 3x4 3x6 3x4 3x4 1-11-0 1-11-0 5-9-8 3-10-8 -1-0-0 1-0-0 0-9-0 0-9-0 1-11-0 1-2-0 5-9-8 3-10-8 1-3-01-10-83-9-123-5-13-9-121-10-810.00 12 6.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.44 0.31 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.14 0.07 (loc) 6-7 6-7 5 l/defl >999 >472 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=151/Mechanical, 7=299/0-3-8, 6=65/Mechanical Max Horz 7=100(LC 6) Max Uplift 5=-67(LC 6), 7=-26(LC 6) Max Grav 5=151(LC 1), 7=299(LC 1), 6=110(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-252/112 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) -1-0-0 to 5-8-12 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. 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) 5, 7. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T38 Truss Type Roof Special Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283905 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-yYAfo0rLzYz5kB7acOg_7AqIlN0ArN7zn_65sFyJtdo Scale = 1:27.0 1 2 3 4 5 6 11 10 9 8 7 4x6 4x6 2x4 8x8 3x4 4x8 3x8 3x4 3x4 7-4-13 7-4-13 8-11-0 1-6-3 12-11-0 4-0-0 14-11-0 2-0-0 -1-0-0 1-0-0 7-4-13 7-4-13 8-11-0 1-6-3 12-11-0 4-0-0 14-11-0 2-0-0 0-10-01-11-03-11-01-11-03-11-05.00 12 6.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-2-0], [6:0-1-12,0-1-8], [8:0-1-12,0-1-8], [11:Edge,0-5-11], [11:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.61 0.47 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.19 0.01 (loc) 10-11 10-11 7 l/defl >999 >928 n/a L/d 240 180 n/a PLATES MT20 Weight: 59 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* 2-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4, 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=584/Mechanical, 11=658/0-3-8 Max Horz 11=82(LC 5) Max Uplift 7=-2(LC 6), 11=-65(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-789/122, 3-4=-588/145, 4-5=-704/132, 5-6=-589/101, 6-7=-565/81, 2-11=-589/175 BOT CHORD 10-11=-151/513, 9-10=-28/646, 8-9=-64/618 WEBS 3-10=0/277, 5-8=-470/119, 6-8=-104/781 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 11. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T39 Truss Type Roof Special Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283906 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-yYAfo0rLzYz5kB7acOg_7AqQmN6xrRjzn_65sEyJtdo Scale = 1:17.2 1 2 3 4 5 6 11 9 8 7 10 4x6 4x6 2x4 4x8 6x6 3x8 2x4 4x6 2-0-0 2-0-0 2-8-4 0-8-4 3-5-8 0-9-4 5-10-8 2-5-0 -1-0-0 1-0-0 2-8-4 2-8-4 3-5-8 0-9-4 5-1-8 1-8-0 5-10-8 0-9-0 0-9-01-7-122-5-124.00 12 6.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-2-0], [11:0-1-11,0-0-9], [11:0-3-0,0-2-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.09 0.10 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 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* 2-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4, 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=170/Mechanical, 11=213/0-3-8, 10=136/0-3-8 Max Horz 11=76(LC 5) Max Uplift 7=-22(LC 6), 11=-61(LC 4) Max Grav 7=170(LC 1), 11=213(LC 1), 10=137(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) 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) 7, 11. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T40 Truss Type Roof Special Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283907 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-Qkk10Mszks6yMLhm95BDgNMabnT0auv70eseOhyJtdn Scale = 1:16.3 1 2 3 4 5 6 11 10 9 8 7 4x6 4x6 4x6 2x4 3x4 6x6 3x4 2x4 3x4 2-1-12 2-1-12 3-6-0 1-4-4 4-0-0 0-6-0 5-10-8 1-10-8 -1-0-0 1-0-0 3-6-0 3-6-0 4-0-0 0-6-0 4-10-11 0-10-11 5-10-8 0-11-13 0-9-01-11-02-4-54.00 12 6.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-1-12], [10:0-1-12,0-1-8], [11:0-3-0,0-2-0], [11:0-1-11,0-0-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.15 0.05 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 8 8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 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* 2-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4, 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=160/Mechanical, 11=182/0-3-8, 10=177/0-3-8 Max Horz 11=73(LC 5) Max Uplift 7=-17(LC 5), 11=-56(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) 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) 7, 11. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T41 Truss Type Half Hip Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283908 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-uwIPDitbV9EpzUGyjoiSCbvkgBo3JLoGFIbCx8yJtdm Scale = 1:13.0 1 2 3 6 4 5 3x4 2x4 2x4 1-11-4 1-11-4 3-10-7 1-11-3 3-10-8 0-0-1 -1-0-0 1-0-0 0-11-6 0-11-6 3-10-8 2-11-2 1-3-02-0-810.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.20 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.04 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=97/Mechanical, 6=226/0-3-8, 5=39/Mechanical Max Horz 6=47(LC 6) Max Uplift 4=-36(LC 4), 6=-31(LC 6) Max Grav 4=99(LC 11), 6=226(LC 1), 5=70(LC 2) 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) -1-0-0 to 3-9-12 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. 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, 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T42 Truss Type Half Hip Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283909 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-uwIPDitbV9EpzUGyjoiSCbvmBBpTJLVGFIbCx8yJtdm Scale = 1:16.4 1 2 3 4 7 6 5 4x6 2x4 3x4 2x4 3x4 3x4 1-9-0 1-9-0 3-10-8 2-1-8 -1-0-0 1-0-0 1-9-0 1-9-0 3-10-8 2-1-8 1-3-02-8-810.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [3:0-4-4,0-2-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.10 0.04 0.02 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: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=134/Mechanical, 7=225/0-3-8 Max Horz 7=84(LC 5) Max Uplift 5=-34(LC 5), 7=-32(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) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T43 Truss Type Half Hip Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283910 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-M6snR2tDFTMgber8HWDhloRwFb9V2obQTyLlTayJtdl Scale = 1:19.9 1 2 3 4 7 6 5 2x4 3x4 2x4 3x4 4x6 3x4 2-6-10 2-6-10 3-10-8 1-3-14 -1-0-0 1-0-0 2-6-10 2-6-10 3-10-8 1-3-14 1-3-03-4-810.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [3:0-4-4,0-2-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.14 0.05 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=134/Mechanical, 7=225/0-3-8 Max Horz 7=104(LC 5) Max Uplift 5=-43(LC 5), 7=-28(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) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T44 Truss Type Half Hip Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283911 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-M6snR2tDFTMgber8HWDhloRvGb9q2oSQTyLlTayJtdl Scale = 1:23.3 1 2 3 4 7 6 5 5x6 3x4 2x4 3x4 3x4 1-11-4 1-11-4 3-10-8 1-11-4 -1-0-0 1-0-0 3-4-3 3-4-3 3-10-8 0-6-5 1-3-04-0-810.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [3:0-2-8,0-1-0], [4:0-0-15,0-0-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.21 0.03 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: 23 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: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=134/Mechanical, 7=225/0-3-8 Max Horz 7=124(LC 5) Max Uplift 5=-54(LC 5), 7=-20(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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T45 Truss Type Half Hip Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283912 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-qJP9eOus0nUWDoQLrDkwI0_40_V3nFiZic4J?0yJtdk Scale = 1:23.3 1 2 3 4 7 6 5 5x6 3x4 2x4 3x4 3x4 1-11-4 1-11-4 3-10-8 1-11-4 -1-0-0 1-0-0 3-4-3 3-4-3 3-10-8 0-6-5 1-3-04-0-810.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [3:0-2-8,0-1-0], [4:0-0-15,0-0-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.21 0.03 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: 23 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: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=134/Mechanical, 7=225/0-3-8 Max Horz 7=124(LC 5) Max Uplift 5=-54(LC 5), 7=-20(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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T46 Truss Type Half Hip Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283913 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-JVzYskvUn4cNqy?XOxF9qDXGkOrzWi5jxGqsYTyJtdj Scale = 1:19.9 1 2 3 4 7 6 5 2x4 3x4 2x4 3x4 4x6 3x4 2-6-10 2-6-10 3-10-8 1-3-14 -1-0-0 1-0-0 2-6-10 2-6-10 3-10-8 1-3-14 1-3-03-4-810.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [3:0-4-4,0-2-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.14 0.05 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=134/Mechanical, 7=225/0-3-8 Max Horz 7=104(LC 5) Max Uplift 5=-43(LC 5), 7=-28(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) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T47 Truss Type Half Hip Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283914 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-JVzYskvUn4cNqy?XOxF9qDXHQOrAWiFjxGqsYTyJtdj Scale = 1:16.4 1 2 3 4 7 6 5 4x6 2x4 3x4 2x4 3x4 3x4 1-9-0 1-9-0 3-10-8 2-1-8 -1-0-0 1-0-0 1-9-0 1-9-0 3-10-8 2-1-8 1-3-02-8-810.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [3:0-4-4,0-2-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.10 0.04 0.02 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: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=134/Mechanical, 7=225/0-3-8 Max Horz 7=84(LC 5) Max Uplift 5=-34(LC 5), 7=-32(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) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss T48 Truss Type Half Hip Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283915 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-nhXw34w6YOkES6ajyemONR3Qfo9?F9os9wZP4vyJtdi Scale = 1:13.0 1 2 3 6 4 5 3x4 2x4 2x4 1-11-4 1-11-4 3-10-8 1-11-4 -1-0-0 1-0-0 0-11-6 0-11-6 3-10-8 2-11-2 1-3-02-0-81-9-02-0-810.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.20 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.04 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=97/Mechanical, 6=226/0-3-8, 5=39/Mechanical Max Horz 6=47(LC 6) Max Uplift 4=-36(LC 4), 6=-31(LC 6) Max Grav 4=99(LC 11), 6=226(LC 1), 5=70(LC 2) 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) -1-0-0 to 3-9-12 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. 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, 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283916 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-nhXw34w6YOkES6ajyemONR3Ixo72F2?s9wZP4vyJtdi Scale = 1:25.9 1 2 3 4 5 9 8 7 6 10 11 12 13 14 15 16 17 4x8 4x6 8x8 6x8 4x6 4x8 3-10-8 3-10-8 10-0-13 6-2-5 14-11-0 4-10-3 3-10-8 3-10-8 10-0-13 6-2-5 14-11-0 4-10-3 15-11-0 1-0-0 0-11-02-10-40-10-02-10-46.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-5-4,0-2-0], [3:0-3-0,0-2-4], [6:Edge,0-4-4], [6:0-1-12,0-0-0], [9:0-1-12,0-0-0], [9:Edge,0-5-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.75 0.25 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.01 (loc) 7 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 65 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 4-10-1 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-14 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=855/0-3-8, 6=904/0-3-8 Max Horz 9=-46(LC 3) Max Uplift 9=-109(LC 5), 6=-142(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1264/177, 2-3=-1221/192, 3-4=-1372/190, 1-9=-771/114, 4-6=-801/154 BOT CHORD 7-8=-121/1101, 6-7=-39/378 WEBS 1-8=-127/913, 4-7=-113/850 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 6 = 4%, joint 6 = 4% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=109, 6=142. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 lb down and 54 lb up at 5-2-4, and 77 lb down and 54 lb up at 7-2-4, and 79 lb down and 54 lb up at 9-2-4 on top chord, and 150 lb down and 34 lb up at 3-2-4, 16 lb down at 5-2-4, 16 lb down at 7-2-4, and 16 lb down at 9-2-4, and 140 lb down and 29 lb up at 11-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 6-9=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283916 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:25 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-nhXw34w6YOkES6ajyemONR3Ixo72F2?s9wZP4vyJtdi LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-77(B) 11=-77(B) 12=-77(B) 13=-150(B) 14=-0(B) 15=-0(B) 16=-0(B) 17=-140(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 199_WEST_CLAY_NORTHL~E Truss TG02 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 199 West Clay Northlake Job Reference (optional) I35283917 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-j4fgUlxM4?_yhPk643psSs9chchSjqr9dE2W8nyJtdg Scale = 1:44.2 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 25 26 27 28 29 30 31 8x16 10x16 MT18HS 8x10 10x16 MT18HS 6x18 MT18HS 3x6 5x8 10x10 2x4 2x4 8x10 6x8 5x12 2x4 8x10 4-2-10 4-2-10 8-2-12 4-0-2 9-2-0 0-11-4 14-4-0 5-2-0 19-6-0 5-2-0 22-3-4 2-9-4 25-3-0 2-11-12 4-2-10 4-2-10 8-2-12 4-0-2 9-2-0 0-11-4 14-4-0 5-2-0 19-6-0 5-2-0 22-3-4 2-9-4 25-3-0 2-11-12 26-3-0 1-0-0 0-10-03-9-84-3-20-11-03-9-85.00 12 6.00 12 Plate Offsets (X,Y)-- [1:0-6-8,0-2-12], [3:0-1-8,Edge], [4:0-5-4,0-3-12], [6:1-1-12,0-5-0], [7:0-5-5,0-2-4], [8:0-3-10,0-1-13], [10:Edge,0-3-4], [12:0-3-8,0-4-4], [13:0-5-0,0-4-4], [16:0-5-0,0-4-4], [17:0-3-4,0-1-12], [18:0-3-6,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.87 0.77 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.62 0.11 (loc) 13-15 13-15 10 l/defl >999 >479 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 436 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-6: 2x6 SPF No.2, 6-9: 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-16,1-17: 2x4 SPF 2100F 1.8E, 4-13,6-13: 2x4 SPF No.2 1-18,8-10: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-8 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 18=11774/0-3-8, 10=9980/0-3-8 Max Horz 18=-58(LC 6) Max Uplift 18=-725(LC 5), 10=-1048(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-19221/1222, 2-3=-18787/1298, 3-4=-18562/1289, 4-5=-22822/1814, 5-6=-22822/1814, 6-7=-17520/1756, 7-8=-4395/466, 1-18=-9608/630, 8-10=-2396/302 BOT CHORD 17-18=-270/4183, 16-17=-1104/17638, 15-16=-1324/20265, 13-15=-1325/20319, 12-13=-1499/15891, 11-12=-1190/12150, 10-11=-1190/12150 WEBS 2-17=0/465, 2-16=-389/62, 3-16=-1008/14797, 4-16=-11251/881, 4-15=-26/1270, 4-13=-461/3072, 5-13=-770/211, 6-13=-252/8271, 6-12=-490/2739, 7-12=-402/4402, 7-11=-1656/126, 1-17=-852/13598, 7-10=-10505/1068 NOTES-(13-14) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 12-6 2x4 - 2 rows staggered at 0-7-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) The Fabrication Tolerance at joint 3 = 4% 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) except (jt=lb) 18=725, 10=1048. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss TG02 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 199 West Clay Northlake Job Reference (optional) I35283917 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:27 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-j4fgUlxM4?_yhPk643psSs9chchSjqr9dE2W8nyJtdg NOTES-(13-14) 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 139 lb down and 61 lb up at 14-11-12, and 133 lb down and 67 lb up at 17-2-4, and 133 lb down and 67 lb up at 19-2-4 on top chord, and 1700 lb down and 86 lb up at 1-4-12, 1700 lb down and 86 lb up at 3-4-12, 1700 lb down and 86 lb up at 5-4-12, 1700 lb down and 86 lb up at 7-4-12, 1700 lb down and 86 lb up at 9-4-12, 1701 lb down and 86 lb up at 11-4-12, 1753 lb down and 87 lb up at 13-4-12, 636 lb down and 18 lb up at 14-11-12, 1676 lb down and 77 lb up at 15-4-12, 67 lb down at 17-2-4, 1676 lb down and 76 lb up at 17-4-12, 67 lb down at 19-2-4, 2998 lb down and 674 lb up at 19-4-12, and 193 lb down and 35 lb up at 21-2-4, and 197 lb down and 38 lb up at 23-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-6=-60, 6-8=-60, 8-9=-60, 10-18=-20 Concentrated Loads (lb) Vert: 14=-1701(B) 15=-1700(B) 12=-3042(F=-44, B=-2998) 19=-99(F) 20=-93(F) 21=-93(F) 22=-1700(B) 23=-1700(B) 24=-1700(B) 25=-1700(B) 26=-1753(B) 27=-636(F) 28=-1676(B) 29=-1720(F=-44, B=-1676) 30=-193(F) 31=-197(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 199_WEST_CLAY_NORTHL~E Truss TG03 Truss Type Half Hip Girder Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283918 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-BGD2h5y_rJ6pJZJIdnK5?3hwz?BNSVMIsuo3hEyJtdf Scale = 1:13.6 1 2 3 4 5 7 6 8 9 4x8 2x4 4x6 3x6 3x4 2x4 2-0-0 2-0-0 5-9-0 3-9-0 -1-0-0 1-0-0 2-0-0 2-0-0 5-9-0 3-9-0 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.26 0.08 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 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 5-9-0 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=217/Mechanical, 2=288/0-3-8 Max Horz 2=48(LC 4) Max Uplift 6=-26(LC 10), 2=-45(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-264/11 NOTES-(10-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2 lb down and 30 lb up at 2-0-0, and 1 lb down and 17 lb up at 4-0-12 on top chord, and 4 lb up at 2-0-0, and 1 lb up at 4-0-12 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, 4-5=-60, 2-6=-20 Concentrated Loads (lb) Vert: 7=2(F) 9=1(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. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283919 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-BGD2h5y_rJ6pJZJIdnK5?3hvk?BZSWaIsuo3hEyJtdf Scale = 1:18.7 1 2 3 4 7 6 5 8 9 4x8 2x4 4x6 2x4 3x4 3x4 1-11-4 1-11-4 5-9-8 3-10-4 -1-0-0 1-0-0 1-11-4 1-11-4 5-9-8 3-10-4 1-3-02-10-610.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.27 0.07 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 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 5-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=211/Mechanical, 7=294/0-3-8 Max Horz 7=87(LC 4) Max Uplift 5=-90(LC 4), 7=-101(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-279/108 NOTES-(10-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) 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 except (jt=lb) 7=101. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 82 lb down and 63 lb up at 1-11-4, and 45 lb down and 36 lb up at 3-11-4 on top chord, and 5 lb down and 41 lb up at 1-11-4, and 2 lb down and 25 lb up at 3-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=2(F) 9=1(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. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss TG05 Truss Type Roof Special Girder Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283920 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-fTnQvRzdcdEgxjtVBUrKXHEwMPOiBkES4YXdDgyJtde Scale = 1:69.5 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 3940 41 42 4344 45 46 47 48 3x4 5x12 5x8 6x10 4x8 8x8 5x10 MT18HS5x12 5x8 4x6 5x6 4x6 5x12 12x12 5x10 MT18HS 5-9-8 5-9-8 10-3-13 4-6-5 22-2-11 11-10-13 34-1-8 11-10-13 39-11-0 5-9-8 5-9-8 5-9-8 10-3-13 4-6-5 18-3-1 7-11-4 26-2-4 7-11-4 34-1-8 7-11-4 39-11-0 5-9-8 40-11-0 1-0-0 3-9-126-0-151-3-06-0-156.00 12 10.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-0], [2:0-4-0,0-2-12], [3:0-5-14,0-2-0], [7:Edge,0-3-8], [10:Edge,0-10-6], [10:0-1-12,0-0-0], [11:0-6-0,0-2-4], [13:0-3-0,0-2-12], [16:0-3-0,0-2-0] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.92 0.65 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.32 -0.83 0.13 (loc) 13-15 13-15 10 l/defl >999 >573 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 228 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2: 2x4 SPF 2100F 1.8E, 3-5,5-7: 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-17,4-15,6-11,8-10,8-11: 2x4 SPF No.2, 1-16: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins, except end verticals, and 2-0-0 oc purlins (2-7-15 max.): 1-2, 3-7. BOT CHORD Structural wood sheathing directly applied or 8-2-9 oc bracing. WEBS 1 Row at midpt 4-15 2 Rows at 1/3 pts 6-11 REACTIONS.(lb/size) 17=3018/Mechanical, 10=3229/0-3-8 Max Horz 17=-134(LC 3) Max Uplift 17=-654(LC 3), 10=-788(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-2877/692, 1-2=-4250/1022, 2-3=-4841/1179, 3-4=-4316/1074, 4-6=-5619/1373, 6-7=-2897/726, 7-8=-3816/888, 8-10=-3025/692 BOT CHORD 15-16=-1114/4356, 13-15=-1558/5606, 11-13=-1430/5128, 10-11=-148/337 WEBS 1-16=-1150/4932, 2-16=-2506/654, 3-15=-161/1500, 4-15=-1642/595, 4-13=0/295, 6-13=0/875, 6-11=-2785/920, 7-11=-303/1821, 8-11=-658/2566 NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 8 = 0% 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) 17=654, 10=788. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss TG05 Truss Type Roof Special Girder Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283920 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:30 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-7fLp6nzFNwMXYtShlBMZ4Un56pkxwBUbJCHAl6yJtdd NOTES-(13-14) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 131 lb down and 68 lb up at 1-11-12, 144 lb down and 64 lb up at 3-11-12, 57 lb down and 30 lb up at 5-9-8, 130 lb down and 88 lb up at 7-11-12, 117 lb down and 100 lb up at 9-11-12, 94 lb down and 111 lb up at 11-11-12, 94 lb down and 111 lb up at 13-11-12, 94 lb down and 111 lb up at 15-11-12, 94 lb down and 111 lb up at 17-11-12, 94 lb down and 111 lb up at 19-11-12, 94 lb down and 111 lb up at 21-11-12, 94 lb down and 111 lb up at 23-11-12, 94 lb down and 111 lb up at 25-11-12, 94 lb down and 111 lb up at 27-11-12, 94 lb down and 111 lb up at 29-11-12, and 94 lb down and 111 lb up at 31-11-12, and 111 lb down and 111 lb up at 34-1-8 on top chord, and 70 lb down at 1-11-12, 35 lb down at 3-11-12, 119 lb down and 35 lb up at 5-11-12, 67 lb down at 7-11-12, 68 lb down at 9-11-12, 69 lb down at 11-11-12, 69 lb down at 13-11-12, 69 lb down at 15-11-12, 69 lb down at 17-11-12, 69 lb down at 19-11-12, 69 lb down at 21-11-12, 69 lb down at 23-11-12, 69 lb down at 25-11-12, 69 lb down at 27-11-12, 69 lb down at 29-11-12, 69 lb down at 31-11-12, 69 lb down at 33-11-12, and 195 lb down and 63 lb up at 35-11-12, and 191 lb down and 103 lb up at 37-11-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-7=-60, 7-8=-60, 8-9=-60, 14-17=-20, 14-39=-60, 39-42=-20, 42-44=-60, 10-44=-20 Concentrated Loads (lb) Vert: 2=-17(F) 7=-94(F) 14=-45(F) 4=-94(F) 13=-45(F) 6=-94(F) 11=-45(F) 12=-45(F) 18=-91(F) 19=-104(F) 20=-90(F) 21=-90(F) 22=-94(F) 23=-94(F) 24=-94(F) 25=-94(F) 26=-94(F) 27=-94(F) 28=-94(F) 29=-94(F) 30=-94(F) 31=-45(F) 32=-32(F) 33=-119(F) 34=-46(F) 35=-46(F) 36=-45(F) 37=-45(F) 38=-45(F) 40=-45(F) 41=-45(F) 43=-45(F) 45=-45(F) 46=-45(F) 47=-195(F) 48=-191(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 199_WEST_CLAY_NORTHL~E Truss TG06 Truss Type Half Hip Girder Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283921 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-7fLp6nzFNwMXYtShlBMZ4UnE5puJwQ6bJCHAl6yJtdd Scale = 1:13.8 1 2 3 4 7 6 5 8 9 10 11 3x4 2x4 2x4 3x4 3x6 3x4 2-10-12 2-10-12 5-9-8 2-10-12 -1-0-0 1-0-0 0-9-2 0-9-2 5-9-8 5-0-6 1-3-01-10-1010.00 12 Plate Offsets (X,Y)-- [2:0-0-12,0-1-8], [3:0-2-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.34 0.05 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-8 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=212/Mechanical, 7=295/0-3-8 Max Horz 7=57(LC 4) Max Uplift 5=-30(LC 9), 7=-40(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-277/59 NOTES-(10-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1 lb down and 15 lb up at 2-0-12, and 1 lb down and 15 lb up at 4-0-12 on top chord, and 1 lb up at 2-0-12, and 1 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 10=1(B) 11=1(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss TG07 Truss Type Half Hip Girder Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283922 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-bruBK7_t8EUOA11tJvtociJQFDDEfsGkYs0kHZyJtdc Scale = 1:14.6 1 2 3 4 7 6 5 8 9 10 11 3x4 2x4 2x4 3x4 3x4 3x4 2-10-12 2-10-12 5-9-8 2-10-12 -1-0-0 1-0-0 0-11-14 0-11-14 5-9-8 4-9-10 1-3-02-0-1410.00 12 Plate Offsets (X,Y)-- [2:0-0-12,0-1-8], [3:0-2-8,0-2-4], [4:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.32 0.07 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 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 5-9-8 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=213/Mechanical, 7=296/0-3-8 Max Horz 7=63(LC 4) Max Uplift 5=-33(LC 4), 7=-48(LC 5) Max Grav 5=215(LC 10), 7=296(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-283/70 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) 5, 7. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1 lb down and 23 lb up at 2-0-12, and 1 lb down and 23 lb up at 4-0-12 on top chord, and 1 lb down and 1 lb up at 2-0-12, and 1 lb down and 1 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 10=-0(F) 11=-0(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. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss TG08 Truss Type Jack-Open Girder Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283923 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-bruBK7_t8EUOA11tJvtociJMcD4JftHkYs0kHZyJtdc Scale = 1:22.7 1 4 2 5 6 3 3x8 5-9-0 5-9-0 5-9-0 5-9-0 0-11-03-9-83-4-133-9-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.55 0.64 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.19 0.07 (loc) 3-4 3-4 2 l/defl >890 >353 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=756/0-3-8, 2=159/Mechanical, 3=656/Mechanical Max Horz 4=95(LC 5) Max Uplift 4=-3(LC 5), 2=-63(LC 5), 3=-6(LC 5) 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; 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, 3. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 564 lb down and 14 lb up at 2-0-12, and 564 lb down and 20 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-564(B) 6=-564(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss TG09 Truss Type Hip Girder Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283924 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-YE0xlp07grk6QKBGQKwGi7Pdz0n27Zu1?AVqMRyJtda Scale = 1:62.8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 5x8 5x8 5x10 MT18HS4x8 4x6 2x4 3x8 4x8 4x6 8x10 8x10 5x10 MT18HS 10-3-13 10-3-13 17-11-8 7-7-11 25-7-3 7-7-11 35-11-0 10-3-13 -1-0-0 1-0-0 5-3-11 5-3-11 10-3-13 5-0-3 17-11-8 7-7-11 25-7-3 7-7-11 30-7-5 5-0-3 35-11-0 5-3-11 36-11-0 1-0-0 0-11-06-0-150-11-06-0-156.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-4], [2:0-3-10,0-1-13], [3:0-2-12,0-1-12], [4:0-4-12,0-2-4], [6:0-4-12,0-2-4], [7:0-2-12,0-1-12], [8:0-3-10,0-1-13], [10:Edge,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.88 0.56 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.50 0.13 (loc) 13-15 10-11 10 l/defl >999 >840 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 197 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x4 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 5-15,5-11: 2x4 SPF No.2, 2-16,8-10: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-5 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 5-11, 3-16, 7-10 REACTIONS.(lb/size) 16=2820/0-3-8, 10=2916/0-3-8 Max Horz 16=64(LC 13) Max Uplift 16=-607(LC 5), 10=-621(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1381/263, 3-4=-4170/936, 4-5=-3687/871, 5-6=-3725/875, 6-7=-4214/945, 7-8=-1522/299, 2-16=-844/209, 8-10=-896/214 BOT CHORD 15-16=-821/3647, 13-15=-1023/4555, 11-13=-1023/4555, 10-11=-754/3671 WEBS 4-15=-60/1185, 5-15=-1143/345, 5-13=0/434, 5-11=-1110/357, 6-11=-79/1223, 3-16=-2950/716, 7-10=-2823/682 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=607, 10=621. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down and 46 lb up at 4-4-9, 50 lb down and 31 lb up at 6-4-9, 130 lb down and 79 lb up at 8-4-9, 112 lb down and 111 lb up at 10-3-13, 94 lb down and 111 lb up at 11-11-0, 94 lb down and 111 lb up at 13-11-0, 94 lb down and 111 lb up at 15-11-0, 94 lb down and 111 lb up at 17-11-0, 94 lb down and 111 lb up at 19-11-0, 94 lb down and 111 lb up at 21-11-0, 94 lb down and 111 lb up at 23-11-0, and 117 lb down and 101 lb up at 25-11-0, and 130 lb down and 88 lb up at 27-11-0 on top chord, and 195 lb down and 47 lb up at 2-4-9, 90 lb down and 12 lb up at 4-4-9, 126 lb down and 41 lb up at 6-4-9, 67 lb down at 8-4-9, 69 lb down at 10-4-9, 69 lb down at 11-11-0, 69 lb down at 13-11-0, 69 lb down at 15-11-0, 69 lb down at 17-11-0, 69 lb down at 19-11-0, 69 lb down at 21-11-0, 69 lb down at 23-11-0, 68 lb down at 25-11-0, 67 lb down at 27-11-0, 195 lb down and 56 lb up at 29-11-0, and 195 lb down and 49 lb up at 31-11-0, and 192 lb down and 42 lb up at 33-11-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss TG09 Truss Type Hip Girder Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283924 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:33 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-YE0xlp07grk6QKBGQKwGi7Pdz0n27Zu1?AVqMRyJtda 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) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 6-8=-60, 8-9=-60, 16-34=-20, 34-35=-60, 10-35=-20 Concentrated Loads (lb) Vert: 4=-94(B) 14=-45(B) 15=-45(B) 13=-45(B) 5=-94(B) 12=-45(B) 17=-46(B) 18=-10(B) 19=-90(B) 20=-94(B) 21=-94(B) 22=-94(B) 23=-94(B) 24=-94(B) 25=-94(B) 26=-90(B) 27=-90(B) 28=-195(B) 29=-90(B) 30=-126(B) 31=-46(B) 32=-45(B) 33=-45(B) 36=-45(B) 37=-45(B) 38=-46(B) 39=-46(B) 40=-195(B) 41=-195(B) 42=-192(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 199_WEST_CLAY_NORTHL~E Truss TG10 Truss Type Half Hip Girder Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283925 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-YE0xlp07grk6QKBGQKwGi7Ppw0vU7nC1?AVqMRyJtda Scale = 1:17.5 1 2 3 4 7 6 5 2x4 4x6 2x4 3x4 4x8 3x4 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 1-3-02-11-010.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.11 0.02 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 7 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 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 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=137/Mechanical, 7=227/0-3-8 Max Horz 7=88(LC 4) Max Uplift 5=-61(LC 4), 7=-57(LC 5) 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) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 lb down and 38 lb up at 2-0-0 on top chord, and 2 lb down and 25 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: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=1(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss TG11 Truss Type Half Hip Girder Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283926 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-0QaJy91lR9sz1UmS_1RVEKx_gQFfsESBEqFOuuyJtdZ Scale = 1:16.6 1 2 3 4 7 6 5 4x8 2x4 4x6 2x4 3x4 3x4 1-9-8 1-9-8 4-0-0 2-2-8 -1-0-0 1-0-0 1-9-8 1-9-8 4-0-0 2-2-8 1-3-02-8-1510.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.11 0.03 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: 23 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 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=137/Mechanical, 7=227/0-3-8 Max Horz 7=83(LC 4) Max Uplift 5=-54(LC 4), 7=-58(LC 5) 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) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 lb down and 32 lb up at 1-9-8 on top chord, and 2 lb down and 26 lb up at 1-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=1(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. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss TG12 Truss Type Hip Girder Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283927 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-Ud8i9U1NCT_pfeLeYlyknYU18qS5bYUKTU_xQKyJtdY Scale = 1:35.7 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 20 21 22 4x6 4x6 2x4 4x6 4x8 3x6 4x8 3x6 2x4 3x6 4-0-0 4-0-0 15-11-0 11-11-0 19-11-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 9-11-8 5-11-8 15-11-0 5-11-8 19-11-0 4-0-0 20-11-0 1-0-0 1-3-04-7-01-3-04-7-010.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0], [5:0-4-4,0-2-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.58 0.59 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.39 0.02 (loc) 9-11 9-11 8 l/defl >999 >597 n/a L/d 240 180 n/a PLATES MT20 Weight: 94 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 5-2-1 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-6 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 9-7-3 oc bracing. REACTIONS.(lb/size) 12=1197/0-3-8, 8=1192/0-3-8 Max Horz 12=-111(LC 3) Max Uplift 12=-405(LC 5), 8=-406(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1267/429, 3-4=-930/359, 4-5=-931/360, 5-6=-1268/431, 2-12=-1151/372, 6-8=-1152/373 BOT CHORD 9-11=-594/1309 WEBS 3-11=-90/514, 4-11=-491/343, 4-9=-490/340, 5-9=-95/515, 2-11=-323/867, 6-9=-326/868 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) except (jt=lb) 12=405, 8=406. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 61 lb down and 79 lb up at 4-0-0, 56 lb down and 79 lb up at 5-10-4, 56 lb down and 79 lb up at 7-10-4, 56 lb down and 79 lb up at 9-10-4, 56 lb down and 79 lb up at 11-10-4, and 56 lb down and 79 lb up at 13-10-4, and 61 lb down and 79 lb up at 15-11-0 on top chord, and 117 lb down and 67 lb up at 1-10-4, 34 lb down and 14 lb up at 4-0-12, 34 lb down and 14 lb up at 5-10-4, 34 lb down and 14 lb up at 7-10-4, 34 lb down and 14 lb up at 9-10-4, 34 lb down and 14 lb up at 11-10-4, 34 lb down and 14 lb up at 13-10-4, and 34 lb down and 14 lb up at 15-10-4, and 117 lb down and 74 lb up at 17-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss TG12 Truss Type Hip Girder Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283927 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:35 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-Ud8i9U1NCT_pfeLeYlyknYU18qS5bYUKTU_xQKyJtdY LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 8-12=-20 Concentrated Loads (lb) Vert: 3=-42(B) 5=-42(B) 10=-22(B) 11=-22(B) 4=-42(B) 9=-22(B) 13=-42(B) 14=-42(B) 15=-42(B) 16=-42(B) 17=-117(B) 18=-22(B) 19=-22(B) 20=-22(B) 21=-22(B) 22=-117(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 199_WEST_CLAY_NORTHL~E Truss TG13 Truss Type Common Girder Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283928 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-ypi4Nq20ym7gHowr5STzJl17UEpDK?5Uh8kVzmyJtdX Scale = 1:38.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 4x6 6x8 8x8 2x4 2x4 6x8 11-1-8 11-1-8 22-3-0 11-1-8 -1-0-0 1-0-0 5-7-1 5-7-1 11-1-8 5-6-7 16-7-15 5-6-7 22-3-0 5-7-1 23-3-0 1-0-0 0-9-04-5-80-9-04.00 12 Plate Offsets (X,Y)-- [2:0-0-2,0-0-5], [2:0-0-3,0-7-9], [2:Edge,0-0-9], [6:Edge,0-0-9], [6:0-0-3,0-7-9], [6:0-0-2,0-0-5], [8:0-4-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.93 0.53 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.14 -0.39 0.05 (loc) 2-8 2-8 6 l/defl >999 >679 n/a L/d 240 180 n/a PLATES MT20 Weight: 98 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=1424/0-3-8, 6=1371/0-3-8 Max Horz 2=39(LC 11) Max Uplift 2=-301(LC 5), 6=-275(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2745/644, 3-4=-2359/562, 4-5=-2358/555, 5-6=-2676/630 BOT CHORD 2-8=-596/2493, 6-8=-540/2442 WEBS 4-8=-208/1105, 5-8=-321/212, 3-8=-377/200 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=301, 6=275. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 73 lb down and 37 lb up at 1-11-4, and 79 lb down and 34 lb up at 3-11-4, and 60 lb down and 75 lb up at 11-1-8 on top chord, and 34 lb down at 1-11-4, 30 lb down at 3-11-4, 114 lb down and 46 lb up at 5-11-4, 114 lb down and 55 lb up at 7-11-4, 114 lb down and 66 lb up at 9-11-4, 32 lb down and 14 lb up at 11-2-4, 114 lb down and 66 lb up at 12-3-12, 114 lb down and 55 lb up at 14-3-12, 114 lb down and 46 lb up at 16-3-12, and 30 lb down at 18-3-12, and 34 lb down at 20-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 2-6=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss TG13 Truss Type Common Girder Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283928 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:36 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-ypi4Nq20ym7gHowr5STzJl17UEpDK?5Uh8kVzmyJtdX LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-38(B) 8=-20(B) 9=-33(B) 10=-39(B) 11=-22(B) 12=-20(B) 13=-114(B) 14=-114(B) 15=-114(B) 16=-114(B) 17=-114(B) 18=-114(B) 19=-20(B) 20=-22(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 199_WEST_CLAY_NORTHL~E Truss TG14 Truss Type Half Hip Girder Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283929 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-Q?GSaA3ej4FXuyV1fA_CszZUjeGa3amdwoT2VCyJtdW Scale = 1:9.7 1 2 5 6 3 7 4 2x4 4x6 1-11-4 1-11-4 3-10-8 1-11-4 -1-0-0 1-0-0 0-1-13 0-1-13 3-10-8 3-8-11 1-3-01-4-80-3-81-1-01-4-810.00 12 Plate Offsets (X,Y)-- [2:0-4-3,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.19 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=93/Mechanical, 5=225/0-3-8, 4=42/Mechanical Max Horz 5=42(LC 4) Max Uplift 3=-39(LC 9), 5=-34(LC 11) Max Grav 3=93(LC 1), 5=225(LC 1), 4=74(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) 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) 3, 5. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1 lb down and 7 lb up at 1-11-4 on top chord, and 2 lb up at 1-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 7=1(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss TG15 Truss Type Half Hip Girder Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283930 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-Q?GSaA3ej4FXuyV1fA_CszZUjeGa3amdwoT2VCyJtdW Scale = 1:9.7 1 2 5 6 3 7 4 2x4 4x6 1-11-4 1-11-4 3-10-8 1-11-4 -1-0-0 1-0-0 0-1-13 0-1-13 3-10-8 3-8-11 1-3-01-4-81-1-01-4-810.00 12 Plate Offsets (X,Y)-- [2:0-4-3,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.19 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=93/Mechanical, 5=225/0-3-8, 4=42/Mechanical Max Horz 5=42(LC 4) Max Uplift 3=-39(LC 9), 5=-34(LC 11) Max Grav 3=93(LC 1), 5=225(LC 1), 4=74(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) 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) 3, 5. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1 lb down and 7 lb up at 1-11-4 on top chord, and 2 lb up at 1-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 7=1(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. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss V01 Truss Type GABLE Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283931 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-uBpqoW4GUONOW63DDtVRPA6WX1U1o0pm9SDb1fyJtdV Scale = 1:28.7 1 2 3 4 5 10 9 8 7 63x4 4x10 2x4 2x4 2x4 2x4 4x6 2x4 2x4 2x4 16-9-7 16-9-7 6-11-7 6-11-7 14-11-7 8-0-0 16-9-7 1-10-0 0-0-42-10-121-11-122-10-125.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-5-0,0-0-10], [4:0-4-3,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.76 0.57 0.08 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: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x3 SPF No.2 *Except* 1-2: 2x4 SPF-S Stud BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 1-10. REACTIONS.All bearings 16-9-7. (lb) - Max Horz 1=70(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 8, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 7=253(LC 1), 8=331(LC 11), 10=459(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-270/84, 2-10=-320/109 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 8, 10. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss V02 Truss Type GABLE Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283932 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-uBpqoW4GUONOW63DDtVRPA6YK1Xco0zm9SDb1fyJtdV Scale = 1:24.3 1 2 3 4 7 6 53x8 4x6 2x4 2x4 2x4 4x6 2x4 14-4-10 14-4-10 6-11-7 6-11-7 10-6-10 3-7-3 14-4-10 3-10-0 0-0-42-10-120-11-122-10-125.00 12 6.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [2:0-3-4,0-1-8], [3:0-4-3,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.58 0.34 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x3 SPF No.2 *Except* 1-2: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-4-10. (lb) - Max Horz 1=47(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 7=458(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-288/88 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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, 5, 7. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss V03 Truss Type Valley Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283933 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-MONC?s4uFhVF8FeQna1gxOflPRuUXUIwN6y9Z5yJtdU Scale = 1:19.0 1 2 3 43x8 3x6 2x4 4x6 11-10-14 11-10-14 11-11-6 0-0-8 6-6-3 6-6-3 11-11-6 5-5-3 0-0-42-8-90-0-45.00 12 6.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [2:0-3-8,0-2-4], [3:0-1-6,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.50 0.30 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=206/11-10-4, 3=162/11-10-4, 4=477/11-10-4 Max Horz 1=27(LC 5) Max Uplift 1=-21(LC 6), 3=-22(LC 7), 4=-6(LC 6) Max Grav 1=209(LC 10), 3=170(LC 11), 4=477(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-290/105 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 Job 199_WEST_CLAY_NORTHL~E Truss V04 Truss Type Valley Qty 1 Ply 1 199 West Clay Northlake Job Reference (optional) I35283934 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 12 15:54:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:dP6q1w9rTxnUbh9yLknLczzZMnA-raxbDC5W0?d6lPDcKIYvUbBy_r6lGxV3cmii6XyJtdT Scale = 1:13.8 1 2 3 2x4 2x4 2x4 7-6-1 7-6-1 7-6-9 0-0-8 4-1-6 4-1-6 7-6-9 3-5-3 0-0-41-8-90-0-45.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-12] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.38 0.81 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF-S Stud 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=246/7-5-7, 3=246/7-5-7 Max Horz 1=16(LC 5) Max Uplift 1=-14(LC 6), 3=-11(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 12,2018 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.