Loading...
HomeMy WebLinkAboutLucerneRe: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by 84 Components - 0783. Pages or sheets covered by this seal: I35041376 thru I35041399 My license renewal date for the state of Indiana is July 31, 2020. 1802637-OPTION_1 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: 1802637 OPTION 1 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. October 22,2018 Liu, Xuegang Job 1802637-OPTION_1 Truss AAV Truss Type Valley Qty 1 Ply 1 1802637 OPTION 1 Job Reference (optional) I35041376 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:08:42 2018 Page 1 84 Components, Franklin, IN - 46131, ID:AeMXY0kE4H_T?dSWy?RguYyTspC-8dmGx96r5dAmc83FpPmgJCPHDKndAEb_sIijukyQuY3 Scale = 1:31.4 1 2 3 4 5 8 7 62x4 3x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 11-10-2 11-10-2 11-10-7 0-0-5 5-11-4 5-11-4 11-10-7 5-11-4 0-0-44-11-60-0-410.00 12 LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.36 0.20 0.08 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: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-9-13. (lb) - Max Horz 1=91(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-137(LC 10), 6=-137(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=329(LC 17), 6=329(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-263/176, 4-6=-263/176 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=137, 6=137. 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 Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 22,2018 Job 1802637-OPTION_1 Truss ABV Truss Type Valley Qty 1 Ply 1 1802637 OPTION 1 Job Reference (optional) I35041377 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:08:43 2018 Page 1 84 Components, Franklin, IN - 46131, ID:AeMXY0kE4H_T?dSWy?RguYyTspC-cqKe8U6TswIdDIeRN6HvsQxNrj5tvhz75ySGQByQuY2 Scale = 1:26.5 1 2 3 42x4 3x4 2x4 1.5x4 0-0-5 0-0-5 9-5-10 9-5-5 4-8-13 4-8-13 9-5-10 4-8-13 0-0-43-11-60-0-410.00 12 LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.69 0.33 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=202/9-5-1, 3=202/9-5-1, 4=307/9-5-1 Max Horz 1=72(LC 7) Max Uplift 1=-32(LC 11), 3=-41(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 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. 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 Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 22,2018 Job 1802637-OPTION_1 Truss ACV Truss Type Valley Qty 1 Ply 1 1802637 OPTION 1 Job Reference (optional) I35041378 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:08:44 2018 Page 1 84 Components, Franklin, IN - 46131, ID:AeMXY0kE4H_T?dSWy?RguYyTspC-40u0Mq75dEQUrSDdwqp8PdUdv7UUe9pGJcBpydyQuY1 Scale = 1:20.6 1 2 3 4 2x4 3x4 2x4 1.5x4 0-0-5 0-0-5 7-0-13 7-0-9 3-6-7 3-6-7 7-0-13 3-6-7 0-0-42-11-60-0-410.00 12 LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.35 0.18 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=148/7-0-4, 3=148/7-0-4, 4=224/7-0-4 Max Horz 1=-52(LC 6) Max Uplift 1=-23(LC 11), 3=-30(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 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. 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 Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 22,2018 Job 1802637-OPTION_1 Truss ADV Truss Type Valley Qty 1 Ply 1 1802637 OPTION 1 Job Reference (optional) I35041379 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:08:45 2018 Page 1 84 Components, Franklin, IN - 46131, ID:AeMXY0kE4H_T?dSWy?RguYyTspC-ZCSPZA8jOYZLTcnqUXKNxr0s5XrMNcKQYGxNV3yQuY0 Scale = 1:12.5 1 2 3 4 2x4 3x4 2x4 1.5x4 0-0-5 0-0-5 4-8-1 4-7-12 2-4-0 2-4-0 4-8-1 2-4-0 0-0-41-11-60-0-410.00 12 LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.13 0.07 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=93/4-7-7, 3=93/4-7-7, 4=141/4-7-7 Max Horz 1=33(LC 7) Max Uplift 1=-15(LC 11), 3=-19(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 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. 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 Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 22,2018 Job 1802637-OPTION_1 Truss AEV Truss Type Valley Qty 1 Ply 1 1802637 OPTION 1 Job Reference (optional) I35041380 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:08:45 2018 Page 1 84 Components, Franklin, IN - 46131, ID:AeMXY0kE4H_T?dSWy?RguYyTspC-ZCSPZA8jOYZLTcnqUXKNxr0toXscNcbQYGxNV3yQuY0 Scale = 1:7.5 1 2 3 2x4 2x4 2x4 0-0-5 0-0-5 2-3-4 2-2-15 1-1-10 1-1-10 2-3-4 1-1-10 0-0-40-11-60-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.02 0.05 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: 4 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=68/2-2-10, 3=68/2-2-10 Max Horz 1=14(LC 9) Max Uplift 1=-4(LC 10), 3=-4(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 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. 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 Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 22,2018 Job 1802637-OPTION_1 Truss T1PB Truss Type Piggyback Qty 2 Ply 1 1802637 OPTION 1 Job Reference (optional) I35041381 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:08:47 2018 Page 1 84 Components, Franklin, IN - 46131, ID:AeMXY0kE4H_T?dSWy?RguYyTspC-VbZ9_s9_w9p2ivxCcyMr0G6B1LWSrW5j0aQUZyyQuY_ Scale = 1:27.2 1 2 3 4 5 6 7 10 9 8 11 12 4x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 16-0-0 16-0-0 8-0-0 8-0-0 16-0-0 8-0-0 0-4-33-10-80-1-80-4-30-1-86.00 12 LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.09 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 6 7 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-1-6. (lb) - Max Horz 2=-50(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=276(LC 1), 10=339(LC 19), 8=339(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-260/143, 5-8=-260/143 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 10, 8. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 22,2018 Job 1802637-OPTION_1 Truss TGR Truss Type Common Girder Qty 1 Ply 2 1802637 OPTION 1 Job Reference (optional) I35041382 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:08:48 2018 Page 1 84 Components, Franklin, IN - 46131, ID:AeMXY0kE4H_T?dSWy?RguYyTspC-zn7XCCAchTxvK3WP9ft4ZTeOQkneavJsEE914OyQuXz Scale = 1:43.5 1 2 3 4 5 8 7 6 15 16 17 18 19 4x4 5x6 3x4 4x6 2x4 4x8 4x4 2x4 4-0-0 4-0-0 7-9-8 3-9-8 10-6-4 2-8-12 15-7-0 5-0-12 4-0-0 4-0-0 7-9-8 3-9-8 11-7-0 3-9-8 15-7-0 4-0-0 0-9-127-3-110-9-1210.00 12 Plate Offsets (X,Y)-- [1:0-1-8,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.06 0.42 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 0.01 0.01 (loc) 7-8 7-8 5 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 168 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 6-7. REACTIONS.(lb/size) 1=2033/0-3-8, 5=500/0-3-8, 6=2355/0-3-8 Max Horz 1=-126(LC 8) Max Uplift 1=-256(LC 10), 5=-72(LC 11), 6=-357(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2370/343, 2-3=-1107/226, 3-4=-1138/227, 4-5=-520/87 BOT CHORD 1-8=-266/1759, 7-8=-266/1759, 5-6=-28/352 WEBS 2-8=-170/1496, 2-7=-1305/269, 3-7=-205/1112, 4-7=-178/1345, 4-6=-1624/286 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 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) 5 except (jt=lb) 1=256, 6=357. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 721 lb down and 113 lb up at 2-0-12, 721 lb down and 113 lb up at 4-0-12, 721 lb down and 113 lb up at 6-0-12, 652 lb down and 116 lb up at 8-0-12, 652 lb down and 116 lb up at 10-0-12, and 88 lb down and 50 lb up at 12-0-12, and 88 lb down and 50 lb up at 14-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 9-12=-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 Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 22,2018 Job 1802637-OPTION_1 Truss TGR Truss Type Common Girder Qty 1 Ply 2 1802637 OPTION 1 Job Reference (optional) I35041382 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:08:48 2018 Page 2 84 Components, Franklin, IN - 46131, ID:AeMXY0kE4H_T?dSWy?RguYyTspC-zn7XCCAchTxvK3WP9ft4ZTeOQkneavJsEE914OyQuXz LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=-721(B) 7=-652(B) 15=-721(B) 16=-721(B) 17=-652(B) 18=-88(B) 19=-88(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 Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 1802637-OPTION_1 Truss TPB Truss Type Piggyback Qty 17 Ply 1 1802637 OPTION 1 Job Reference (optional) I35041383 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:08:49 2018 Page 1 84 Components, Franklin, IN - 46131, ID:AeMXY0kE4H_T?dSWy?RguYyTspC-RzhvPYBESm3mxD5bjNOJ6hBXX8CwJQb0TuvadqyQuXy Scale = 1:27.2 1 2 3 4 5 6 7 10 9 8 11 12 4x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 16-0-0 16-0-0 8-0-0 8-0-0 16-0-0 8-0-0 0-4-33-10-80-1-80-4-30-1-86.00 12 LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.09 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 6 7 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-1-6. (lb) - Max Horz 2=-50(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=276(LC 1), 10=339(LC 19), 8=339(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-260/143, 5-8=-260/143 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 10, 8. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 22,2018 Job 1802637-OPTION_1 Truss TT Truss Type Piggyback Base Qty 3 Ply 1 1802637 OPTION 1 Job Reference (optional) I35041384 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:08:52 2018 Page 1 84 Components, Franklin, IN - 46131, ID:AeMXY0kE4H_T?dSWy?RguYyTspC-rYN21ZD7lhRLogqAOVy0jJpvBMBsWYhS9s7EE9yQuXv Scale = 1:100.1 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 32 33 3435 36 37 38 39 40 41 4x6 6x6 5x6 6x8 4x6 4x6 4x6 2x4 5x9 2x4 4x4 4x4 4x8 4x8 2x4 4x4 4x4 4x4 4x4 4x4 2x4 4x6 4x6 4x6 5-2-2 5-2-2 10-1-12 4-11-10 13-9-11 3-7-15 20-7-5 6-9-10 28-7-5 8-0-0 35-0-4 6-4-15 36-7-5 1-7-1 43-6-6 6-11-1 50-5-7 6-11-1 57-6-8 7-1-1 -1-0-0 1-0-0 7-0-2 7-0-2 13-9-11 6-9-10 20-7-5 6-9-10 28-7-5 8-0-0 36-7-5 8-0-0 43-6-6 6-11-1 50-5-7 6-11-1 57-6-8 7-1-1 0-8-611-0-00-6-611-0-06.00 12 Plate Offsets (X,Y)-- [6:0-3-8,0-3-4], [13:0-1-4,Edge] LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.65 0.27 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.12 0.03 0.02 (loc) 19-21 19-21 13 14-31 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 339 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-21,7-21,7-19,7-18,9-18,9-17: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-21, 6-21, 9-18, 10-17, 12-15 2 Rows at 1/3 pts 7-18 REACTIONS.All bearings 0-3-8 except (jt=length) 18=0-4-5 (input: 0-3-8), 13=Mechanical. (lb) - Max Horz 2=147(LC 16) Max Uplift All uplift 100 lb or less at joint(s) 2, 24, 18, 13 Max Grav All reactions 250 lb or less at joint(s) except 2=692(LC 33), 24=1099(LC 31), 18=2756(LC 31), 13=741(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-929/139, 3-5=-867/184, 5-6=-720/218, 6-7=-587/239, 7-9=0/748, 9-10=0/720, 10-12=-511/134, 12-13=-1121/159 BOT CHORD 2-25=-119/768, 24-25=-143/740, 21-23=-55/686, 19-21=-129/475, 18-19=-129/475, 17-18=-526/237, 15-17=0/368, 14-15=-73/940, 13-14=-73/940 WEBS 3-24=-1243/236, 3-23=-66/868, 5-23=-393/100, 5-21=-338/139, 7-21=-93/854, 7-19=0/400, 7-18=-1588/196, 9-18=-1458/217, 9-17=-79/731, 10-17=-1175/221, 10-15=0/523, 12-15=-716/173, 12-14=0/277 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) WARNING: Required bearing size at joint(s) 18 greater than input bearing size. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 24, 18, 13. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 22,2018 Job 1802637-OPTION_1 Truss TT1 Truss Type Piggyback Base Qty 2 Ply 1 1802637 OPTION 1 Job Reference (optional) I35041385 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:08:54 2018 Page 1 84 Components, Franklin, IN - 46131, ID:AeMXY0kE4H_T?dSWy?RguYyTspC-oxUoSFFNGIh32_zYWw_UpkuFS9q5_SQldAcLI2yQuXt Scale = 1:100.1 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 31 32 3334 35 36 37 38 39 40 4x6 5x6 6x8 4x6 4x6 4x6 2x4 4x6 6x6 4x6 2x4 4x6 4x6 4x6 7-0-2 7-0-2 13-9-11 6-9-10 20-7-5 6-9-10 28-7-5 8-0-0 35-0-4 6-4-15 36-7-5 1-7-1 43-6-6 6-11-1 51-9-4 8-2-14 57-6-8 5-9-4 -1-0-0 1-0-0 7-0-2 7-0-2 13-9-11 6-9-10 20-7-5 6-9-10 28-7-5 8-0-0 36-7-5 8-0-0 43-6-6 6-11-1 50-5-7 6-11-1 57-6-8 7-1-1 0-8-611-0-00-6-611-0-06.00 12 Plate Offsets (X,Y)-- [13:0-1-4,Edge] LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.66 0.41 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.23 0.06 0.05 (loc) 23-24 23-24 18 23 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 335 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-21,6-19,7-19,7-18,9-18,9-17: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-21, 6-19, 9-18, 10-17 2 Rows at 1/3 pts 7-18 REACTIONS.All bearings 0-3-8 except (jt=length) 18=0-4-8 (input: 0-3-8), 13=Mechanical. (lb) - Max Horz 2=147(LC 16) Max Uplift All uplift 100 lb or less at joint(s) 18, 13 except 2=-114(LC 12), 14=-110(LC 13) Max Grav All reactions 250 lb or less at joint(s) 13 except 2=1454(LC 31), 18=2860(LC 31), 14=939(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2488/331, 3-5=-1910/303, 5-6=-1120/268, 6-7=-421/191, 7-9=0/752, 9-10=-3/766, 10-12=-363/337, 12-13=-58/438 BOT CHORD 2-24=-219/2148, 23-24=-219/2148, 21-23=-96/1599, 19-21=-10/928, 18-19=-4/503, 17-18=-563/256, 15-17=-258/232, 13-14=-299/102 WEBS 3-24=0/262, 3-23=-626/157, 5-23=0/461, 5-21=-1119/218, 6-21=-70/1021, 6-19=-1249/150, 7-19=-19/1191, 7-18=-1870/246, 9-18=-1247/204, 9-17=-55/500, 10-17=-835/178, 10-15=0/303, 12-14=-796/194 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) WARNING: Required bearing size at joint(s) 18 greater than input bearing size. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 13 except (jt=lb) 2=114, 14=110. 12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 22,2018 Job 1802637-OPTION_1 Truss TT2 Truss Type Piggyback Base Qty 10 Ply 1 1802637 OPTION 1 Job Reference (optional) I35041386 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:08:58 2018 Page 1 84 Components, Franklin, IN - 46131, ID:AeMXY0kE4H_T?dSWy?RguYyTspC-gikJIdItKXBUWbHKlm3Qza3z_mCiwGjKXnaZRpyQuXp Scale = 1:98.6 12 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 31 32 33 34 35 36 37 38 39 5x6 4x4 2x4 4x4 4x4 4x4 6x10 6x6 2x4 6x6 4x4 4x4 4x4 2x4 7-0-2 7-0-2 13-9-11 6-9-10 20-7-5 6-9-10 28-7-5 8-0-0 36-7-5 8-0-0 37-3-0 0-7-11 43-6-6 6-3-6 50-5-7 6-11-1 57-6-8 7-1-1 -1-0-0 1-0-0 7-0-2 7-0-2 13-9-11 6-9-10 20-7-5 6-9-10 28-7-5 8-0-0 36-7-5 8-0-0 43-6-6 6-11-1 50-5-7 6-11-1 57-6-8 7-1-1 58-6-8 1-0-0 0-8-611-0-00-6-611-0-06.00 12 LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.56 0.43 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.25 0.06 0.06 (loc) 23-24 23-24 13 23 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 327 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-21,6-19,7-19,9-19,9-18: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-21, 6-19, 7-19, 9-19, 10-18, 12-16 2 Rows at 1/3 pts 9-18 REACTIONS.(lb/size) 2=1336/0-3-8, 18=2832/0-3-8 (req. 0-5-1), 13=555/0-3-8 Max Horz 2=-146(LC 13) Max Uplift 2=-128(LC 12), 18=-37(LC 13), 13=-113(LC 13) Max Grav 2=1501(LC 31), 18=3213(LC 31), 13=683(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2586/366, 3-5=-2013/338, 5-6=-1274/305, 6-7=-717/234, 7-9=-717/234, 9-10=0/1093, 10-12=-241/347, 12-13=-862/159 BOT CHORD 2-24=-234/2235, 23-24=-234/2235, 21-23=-117/1695, 19-21=-51/1133, 18-19=-820/287, 16-18=-265/140, 15-16=-62/708, 13-15=-62/708 WEBS 3-24=0/259, 3-23=-620/156, 5-23=0/463, 5-21=-1118/217, 6-21=-72/1011, 6-19=-1189/133, 7-19=-910/196, 9-19=-238/1890, 9-18=-2225/341, 10-18=-1134/219, 10-16=0/475, 12-16=-730/169, 12-15=0/292 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) WARNING: Required bearing size at joint(s) 18 greater than input bearing size. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18 except (jt=lb) 2=128, 13=113. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 22,2018 Job 1802637-OPTION_1 Truss TT3 Truss Type Piggyback Base Qty 2 Ply 1 1802637 OPTION 1 Job Reference (optional) I35041387 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:09:01 2018 Page 1 84 Components, Franklin, IN - 46131, ID:AeMXY0kE4H_T?dSWy?RguYyTspC-5HPSweKmdSa3O30vQuc7bDhSM_EF7ctnElpD28yQuXm Scale = 1:100.1 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 31 32 3334 35 36 37 38 39 40 4x6 5x6 6x8 4x6 4x6 4x6 2x4 4x6 6x6 4x6 2x4 4x6 4x6 4x6 7-0-2 7-0-2 13-9-11 6-9-10 20-7-5 6-9-10 28-7-5 8-0-0 35-0-4 6-4-15 36-7-5 1-7-1 43-6-6 6-11-1 50-5-7 6-11-1 57-6-8 7-1-1 -1-0-0 1-0-0 7-0-2 7-0-2 13-9-11 6-9-10 20-7-5 6-9-10 28-7-5 8-0-0 36-7-5 8-0-0 43-6-6 6-11-1 50-5-7 6-11-1 57-6-8 7-1-1 0-8-611-0-00-6-611-0-06.00 12 Plate Offsets (X,Y)-- [13:0-1-4,Edge] LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.68 0.38 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.22 0.06 0.05 (loc) 23-24 23-24 13 23 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 335 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-21,6-19,7-19,7-18,9-18,9-17: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-21, 9-18, 10-17, 12-15 2 Rows at 1/3 pts 6-19, 7-18 REACTIONS.(lb/size) 2=1203/0-3-8, 18=2952/0-3-8 (req. 0-5-3), 13=508/Mechanical Max Horz 2=147(LC 16) Max Uplift 2=-120(LC 12), 18=-37(LC 13), 13=-96(LC 13) Max Grav 2=1366(LC 31), 18=3307(LC 31), 13=672(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2307/309, 3-5=-1726/279, 5-6=-1028/245, 6-7=-312/173, 7-9=0/1040, 9-10=-2/1029, 10-12=-360/336, 12-13=-957/163 BOT CHORD 2-24=-226/1987, 23-24=-226/1987, 21-23=-109/1459, 19-21=-37/883, 18-19=-173/440, 17-18=-801/286, 15-17=-257/233, 14-15=-79/809, 13-14=-79/809 WEBS 3-24=0/265, 3-23=-637/159, 5-23=0/463, 5-21=-1121/218, 6-21=-71/1024, 6-19=-1360/164, 7-19=-29/1259, 7-18=-1912/258, 9-18=-1572/238, 9-17=-74/705, 10-17=-1177/221, 10-15=0/527, 12-15=-724/174, 12-14=0/280 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) WARNING: Required bearing size at joint(s) 18 greater than input bearing size. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 13 except (jt=lb) 2=120. 12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 22,2018 Job 1802637-OPTION_1 Truss TT4 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 1802637 OPTION 1 Job Reference (optional) I35041388 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:09:06 2018 Page 1 84 Components, Franklin, IN - 46131, ID:AeMXY0kE4H_T?dSWy?RguYyTspC-RFDLzMOvS_CMUqusDRCIIGOSL?1ao3TWN1W_jLyQuXh Scale = 1:100.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 63 62 61 60 59 58 57 56 5554 53 52 51 50 4948 47 46 45 44 43 42 41 40 39 38 37 36 35 34 64 65 66 67 68 3x6 4x6 3x6 3x6 5x6 5x6 5x6 5x6 3x6 5x6 3x6 57-6-8 57-6-8 -1-0-0 1-0-0 20-7-5 20-7-5 36-7-5 16-0-0 57-6-8 20-11-3 58-6-8 1-0-0 0-8-611-0-00-6-611-0-06.00 12 Plate Offsets (X,Y)-- [2:0-4-3,0-0-4], [6:0-3-0,0-3-0], [13:0-3-0,0-2-0], [22:0-3-0,0-2-0], [29:0-3-0,0-3-0], [32:0-1-0,0-0-8], [32:0-6-11,0-1-0] LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.09 0.05 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.01 (loc) 32 33 32 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 361 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 9-58,8-59,7-60,6-61,5-62,4-63,26-39,27-38,28-37,29-36,30-35,31-34: 2x4 SPF Stud WEDGE Right: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 1-6-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 13-22. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 22-44, 21-45, 19-46, 18-47, 17-48, 16-49, 15-51, 14-52, 13-53, 12-54, 11-55, 23-43, 24-42 REACTIONS.All bearings 57-6-8. (lb) - Max Horz 2=-145(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 45, 46, 47, 48, 49, 51, 52, 54, 55, 57, 58, 59, 60, 61, 62, 63, 43, 42, 40, 39, 38, 37, 36, 35, 34 Max Grav All reactions 250 lb or less at joint(s) 2, 44, 46, 47, 48, 49, 51, 53, 55, 57, 58, 59, 60, 61, 62, 63, 42, 40, 39, 38, 37, 36, 35, 34, 32 except 45=255(LC 30), 52=256(LC 30), 54=256(LC 31), 43=256(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 45, 46, 47, 48, 49, 51, 52, 54, 55, 57, 58, 59, 60, 61, 62, 63, 43, 42, 40, 39, 38, 37, 36, 35, 34. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 22,2018 Job 1802637-OPTION_1 Truss TT5 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 1802637 OPTION 1 Job Reference (optional) I35041389 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:09:12 2018 Page 1 84 Components, Franklin, IN - 46131, ID:AeMXY0kE4H_T?dSWy?RguYyTspC-GPacEPTf1qyVClM0ZiJiXXeTtQ4xCnyOlzzIx?yQuXb Scale = 1:100.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 62 61 60 59 58 57 56 55 5453 52 51 50 49 4847 46 45 44 43 42 41 40 39 38 37 36 35 34 33 63 64 65 66 67 68 3x6 4x6 3x6 3x6 5x6 5x6 5x6 5x6 3x6 3x6 5x6 57-6-8 57-6-8 -1-0-0 1-0-0 20-7-5 20-7-5 36-7-5 16-0-0 57-6-8 20-11-3 0-8-611-0-00-6-611-0-06.00 12 Plate Offsets (X,Y)-- [2:0-4-3,0-0-4], [6:0-3-0,0-3-0], [13:0-3-0,0-2-0], [22:0-3-0,0-2-0], [29:0-3-0,0-3-0], [32:0-1-0,0-0-8], [32:0-6-11,0-1-0] LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.09 0.05 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.01 (loc) 1 1 32 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 360 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 9-57,8-58,7-59,6-60,5-61,4-62,26-38,27-37,28-36,29-35,30-34,31-33: 2x4 SPF Stud WEDGE Right: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 1-6-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 13-22. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 22-43, 21-44, 19-45, 18-46, 17-47, 16-48, 15-50, 14-51, 13-52, 12-53, 11-54, 23-42, 24-41 REACTIONS.All bearings 57-6-8. (lb) - Max Horz 2=143(LC 16) Max Uplift All uplift 100 lb or less at joint(s) 2, 44, 45, 46, 47, 48, 50, 51, 53, 54, 56, 57, 58, 59, 60, 61, 62, 42, 41, 39, 38, 37, 36, 35, 34, 33 Max Grav All reactions 250 lb or less at joint(s) 2, 43, 45, 46, 47, 48, 50, 52, 54, 56, 57, 58, 59, 60, 61, 62, 41, 39, 38, 37, 36, 35, 34, 33, 32 except 44=255(LC 30), 51=256(LC 30), 53=256(LC 31), 42=256(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 44, 45, 46, 47, 48, 50, 51, 53, 54, 56, 57, 58, 59, 60, 61, 62, 42, 41, 39, 38, 37, 36, 35, 34, 33. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 22,2018 Job 1802637-OPTION_1 Truss TV Truss Type Valley Qty 1 Ply 1 1802637 OPTION 1 Job Reference (optional) I35041390 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:09:14 2018 Page 1 84 Components, Franklin, IN - 46131, ID:AeMXY0kE4H_T?dSWy?RguYyTspC-CniMf5UwZSCDR3VOh7LAcyjm_DhkggfhDHSP?uyQuXZ Scale = 1:73.7 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 2x4 3x4 2x4 2x4 2x4 2x4 28-7-12 28-7-12 28-8-1 0-0-5 14-4-0 14-4-0 28-8-1 14-4-0 0-0-411-11-60-0-410.00 12 LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.31 0.29 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15, 5-17, 7-14 REACTIONS.All bearings 28-7-7. (lb) - Max Horz 1=-227(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 11 except 17=-135(LC 10), 18=-124(LC 10), 19=-107(LC 10), 14=-135(LC 11), 13=-124(LC 11), 12=-107(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 11 except 15=405(LC 20), 17=480(LC 17), 18=401(LC 17), 19=279(LC 17), 14=480(LC 18), 13=401(LC 18), 12=279(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-270/188 WEBS 5-17=-272/183, 4-18=-258/173, 7-14=-272/183, 8-13=-258/173 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11 except (jt=lb) 17=135, 18=124, 19=107, 14=135, 13=124, 12=107. 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 Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 22,2018 Job 1802637-OPTION_1 Truss U Truss Type Common Qty 2 Ply 1 1802637 OPTION 1 Job Reference (optional) I35041391 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:09:15 2018 Page 1 84 Components, Franklin, IN - 46131, ID:AeMXY0kE4H_T?dSWy?RguYyTspC-g_GksRVYKlK43D4bFqsP9AGvVdzgP9yqSxCyYKyQuXY Scale = 1:45.3 1 2 3 4 5 6 7 817 18 4x8 4x4 4x8 4x4 1.5x4 4x6 7-9-8 7-9-8 15-7-0 7-9-8 -1-0-0 1-0-0 7-9-8 7-9-8 15-7-0 7-9-8 16-7-0 1-0-0 0-9-127-3-110-9-1210.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-0], [6:Edge,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.39 0.56 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.10 -0.18 0.04 (loc) 8-11 8-11 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size) 2=683/0-3-8, 6=683/0-3-8 Max Horz 2=-142(LC 8) Max Uplift 2=-49(LC 10), 6=-49(LC 11) Max Grav 2=726(LC 18), 6=726(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-735/109, 4-6=-735/109 BOT CHORD 2-8=0/522, 6-8=0/522 WEBS 4-8=0/420 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 22,2018 Job 1802637-OPTION_1 Truss U1 Truss Type Common Supported Gable Qty 1 Ply 1 1802637 OPTION 1 Job Reference (optional) I35041392 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:09:17 2018 Page 1 84 Components, Franklin, IN - 46131, ID:AeMXY0kE4H_T?dSWy?RguYyTspC-dMNVH7XosNboIWEzMFutEbLK5RnGt2t7vFh3cCyQuXW Scale = 1:45.9 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 4x6 4x4 4x6 15-7-0 15-7-0 -1-0-0 1-0-0 7-9-8 7-9-8 15-7-0 7-9-8 16-7-0 1-0-0 0-9-127-3-110-9-1210.00 12 Plate Offsets (X,Y)-- [2:0-1-1,0-1-4], [10:0-1-1,0-1-4], [10:Edge,0-2-8], [12:0-0-0,0-1-4], [20:0-0-0,0-1-4] LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.12 0.04 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 10 10 12 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 76 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 15-7-0. (lb) - Max Horz 20=-158(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12, 17, 18, 19, 15, 14, 13. 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 Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 22,2018 Job 1802637-OPTION_1 Truss U2 Truss Type Common Structural Gable Qty 1 Ply 1 1802637 OPTION 1 Job Reference (optional) I35041393 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:09:18 2018 Page 1 84 Components, Franklin, IN - 46131, ID:AeMXY0kE4H_T?dSWy?RguYyTspC-5YxtVSXQdgjfwgpAwzQ6nouQRq17cTgH8vQd8fyQuXV Scale = 1:47.1 1 2 3 4 5 6 7 13 12 11 10 9 8 30 4x8 4x4 4x8 4x4 4x6 7-9-8 7-9-8 10-8-0 2-10-8 15-7-0 4-11-0 -1-0-0 1-0-0 7-9-8 7-9-8 15-7-0 7-9-8 16-7-0 1-0-0 0-9-127-3-110-9-1210.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-0], [6:Edge,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.40 0.39 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.06 -0.02 0.05 (loc) 8-28 8-28 6 8-28 l/defl >999 >935 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 79 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.All bearings 10-8-0 except (jt=length) 6=0-3-8, 8=0-3-8. (lb) - Max Horz 2=142(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 10, 12 except 2=-185(LC 11), 6=-184(LC 11), 13=-210(LC 10), 9=-167(LC 19), 8=-102(LC 11) Max Grav All reactions 250 lb or less at joint(s) 10, 11, 12, 9 except 2=484(LC 19), 6=580(LC 1), 13=306(LC 18), 8=384(LC 19), 2=452(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-557/564, 4-6=-550/296 BOT CHORD 2-13=-80/325, 12-13=-80/325, 11-12=-80/325, 10-11=-80/325, 9-10=-80/325, 8-9=-80/325, 6-8=-80/325 WEBS 4-10=-223/268 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 12 except (jt=lb) 2=185, 6=184, 13=210, 9=167, 8=102, 2=185. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 22,2018 Job 1802637-OPTION_1 Truss UV Truss Type Valley Qty 1 Ply 1 1802637 OPTION 1 Job Reference (optional) I35041394 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:09:20 2018 Page 1 84 Components, Franklin, IN - 46131, ID:AeMXY0kE4H_T?dSWy?RguYyTspC-1x3dv8Zh9IzN9_zY1NSasDzlXejX4MtabCvjDXyQuXT Scale = 1:67.7 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 2x4 3x4 2x4 2x4 2x4 2x4 26-2-15 26-2-15 26-3-4 0-0-5 13-1-10 13-1-10 26-3-4 13-1-10 0-0-410-11-60-0-410.00 12 LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.49 0.33 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 75 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS.All bearings 26-2-10. (lb) - Max Horz 1=-207(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 14=-125(LC 10), 15=-157(LC 10), 11=-125(LC 11), 10=-157(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 12=401(LC 20), 14=452(LC 17), 15=486(LC 17), 11=452(LC 18), 10=487(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-14=-255/172, 2-15=-315/207, 6-11=-254/172, 8-10=-315/207 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 14=125, 15=157, 11=125, 10=157. 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 Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 22,2018 Job 1802637-OPTION_1 Truss VV Truss Type Valley Qty 1 Ply 1 1802637 OPTION 1 Job Reference (optional) I35041395 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:09:21 2018 Page 1 84 Components, Franklin, IN - 46131, ID:AeMXY0kE4H_T?dSWy?RguYyTspC-V7d07UaJvb5En8Ylb5zpPRWzE24VpqDjqsfHl_yQuXS Scale = 1:59.9 1 2 3 4 5 6 7 12 11 10 9 813142x4 3x4 2x4 4x6 23-10-2 23-10-2 23-10-7 0-0-5 11-11-4 11-11-4 23-10-7 11-11-4 0-0-49-11-60-0-410.00 12 LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.31 0.28 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 23-9-13. (lb) - Max Horz 1=-188(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 11=-133(LC 10), 12=-128(LC 10), 9=-134(LC 11), 8=-129(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=383(LC 20), 11=472(LC 17), 12=392(LC 17), 9=475(LC 18), 8=389(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-269/182, 2-12=-261/173, 5-9=-272/183, 6-8=-261/173 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 11=133, 12=128, 9=134, 8=129. 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 Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 22,2018 Job 1802637-OPTION_1 Truss WV Truss Type Valley Qty 1 Ply 1 1802637 OPTION 1 Job Reference (optional) I35041396 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:09:22 2018 Page 1 84 Components, Franklin, IN - 46131, ID:AeMXY0kE4H_T?dSWy?RguYyTspC-zKBOKqbxgvD5PH6x9oU2xe37lSQHXIcs3WOqHQyQuXR Scale = 1:56.2 1 2 3 4 5 6 7 13 12 11 10 9 8 2x4 3x4 2x4 2x4 0-0-5 0-0-5 21-5-10 21-5-5 10-8-13 10-8-13 21-5-10 10-8-13 0-0-48-11-60-0-410.00 12 LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.32 0.31 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 21-5-1. (lb) - Max Horz 1=-169(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 11=-140(LC 10), 13=-107(LC 10), 9=-139(LC 11), 8=-107(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=390(LC 20), 11=421(LC 17), 13=287(LC 17), 9=421(LC 18), 8=287(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-281/189, 5-9=-281/189 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 11=140, 13=107, 9=139, 8=107. 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 Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 22,2018 Job 1802637-OPTION_1 Truss XV Truss Type Valley Qty 1 Ply 1 1802637 OPTION 1 Job Reference (optional) I35041397 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:09:24 2018 Page 1 84 Components, Franklin, IN - 46131, ID:AeMXY0kE4H_T?dSWy?RguYyTspC-viI8lWcBCWToebGKGDXW038OxF4X?Co9WqtxMIyQuXP Scale: 1/4"=1' 1 2 3 4 5 9 8 7 6 2x4 3x4 2x4 4x6 1.5x4 1.5x4 1.5x4 1.5x4 0-0-5 0-0-5 19-0-13 19-0-9 9-6-7 9-6-7 19-0-13 9-6-7 0-0-47-11-60-0-410.00 12 Plate Offsets (X,Y)-- [8:0-0-0,0-1-4], [9:0-1-4,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.60 0.39 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-0-4. (lb) - Max Horz 1=149(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-180(LC 10), 6=-180(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=346(LC 20), 9=529(LC 17), 6=534(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-355/234, 4-6=-355/234 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=180, 6=180. 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 Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 22,2018 Job 1802637-OPTION_1 Truss YV Truss Type Valley Qty 1 Ply 1 1802637 OPTION 1 Job Reference (optional) I35041398 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:09:24 2018 Page 1 84 Components, Franklin, IN - 46131, ID:AeMXY0kE4H_T?dSWy?RguYyTspC-viI8lWcBCWToebGKGDXW038SSF6x?Dc9WqtxMIyQuXP Scale = 1:43.8 1 2 3 4 5 9 8 7 610 2x4 3x4 2x4 4x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-5 0-0-5 16-8-1 16-7-12 8-4-0 8-4-0 16-8-1 8-4-0 0-0-46-11-60-0-410.00 12 Plate Offsets (X,Y)-- [8:0-0-0,0-1-4], [8:0-2-0,0-0-4], [9:0-1-4,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.37 0.30 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-7-7. (lb) - Max Horz 1=-130(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-153(LC 10), 6=-153(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=359(LC 20), 9=453(LC 17), 6=444(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-301/200, 4-6=-301/200 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=153, 6=153. 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 Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 22,2018 Job 1802637-OPTION_1 Truss ZV Truss Type Valley Qty 1 Ply 1 1802637 OPTION 1 Job Reference (optional) I35041399 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:09:25 2018 Page 1 84 Components, Franklin, IN - 46131, ID:AeMXY0kE4H_T?dSWy?RguYyTspC-OvsWzsdpzqbfGlrWqx2lZHgeRfSpkgRJlUdUulyQuXO Scale = 1:37.8 1 2 3 4 5 8 7 69102x4 3x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-5 0-0-5 14-3-4 14-2-15 7-1-10 7-1-10 14-3-4 7-1-10 0-0-45-11-60-0-410.00 12 LOADING (psf) TCLL (Roof Snow=20.0) 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.29 0.26 0.13 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 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-2-10. (lb) - Max Horz 1=-110(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-132(LC 10), 6=-132(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=345(LC 17), 8=356(LC 17), 6=356(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-260/174, 4-6=-260/174 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=132, 6=132. 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 Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 22,2018 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.W4- 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.W4- 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. TT5TT3TT3TT1TT1TT4U1 U U U2 TGR AEV ADV ACV ABV AAV ZV YV XV WV VV UV TVT1PB T1PB(3) TT (10) TT2 (17) TPB 48-11-0010-00-0058-11-001-04-0857-06-0858-11-0010-08-00 4-04-00 19-08-00 34-08-00 8-00-00 26-08-00 34-08-00 2-10-08 5-10-00 IMPORTANT THIS DRAWING IS FOR FIELD PLACEMENT OF INDIVIDUAL COMPONENTS ONLY, AND DOES NOT CONSTITUTE AN ENGINEERED DOCUMENT. NOTE PROPER BEARING AND BEARING DESIGN INCLUDING ANCHORAGE, IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, ARCHITECT AND / OR BUILDING ENGINEER. REFER TO INDIVIDUAL TRUSS DESIGNS FOR REACTIONS, MINIMUM REQUIRED BEARING SIZE, UPLIFT, AND ADDITIONAL LOADS. 84 COMPONENTS DOES NOT ASSUME RESPONSIBILITY IN THESE AREAS OF CONCERN. BRACING ERECTION, TEMPORARY, AND PERMANENT BRACING IS THE RESPONSIBILITY OF THE CONTRACTOR AND / OR BUILDING DESIGNER. REFER TO INDIVIDUAL TRUSS DESIGNS FOR ADDITIONAL BRACING REQUIREMENTS. REFER TO BCSI-B1 SUMMARY SHEET. THE STRUCTURAL BUILDING COMPONENTS ASSOCIATION COMMENTARY, AND RECOMMENDATIONS FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES.www.sbcindustry.com INSTALLATION DO NOT CUT, DRILL, OR ALTER TRUSSES. ANY QUESTIONS CALL 84 COMPONENTS. PROPER INSTALLATION, AND HANDLING OF COMPONENTS IS THE RESPONSIBILITY OF THE ERECTING CONTRACTOR. 84 COMPONENTS MUST BE NOTIFIED OF ANY PROBLEMS, AND AFFORDED THE OPPORTUNITY TO REVIEW, AND MAKE NECESSARY CORRECTIONS, OR NO BACK CHARGES WILL BE ACCEPTED OR APPROVED. WARNING WARNINGS, AND INSTRUCTIONS FOR ERECTION OF COMPONENTS ARE INCLUDED IN THE DELIVERY PACKAGE. KEEP THIS INFORMATION ON THE JOB SITE. THESE DOCUMENTS WILL ALSO BE NEEDED FOR JOB SITE INSPECTION. MISUSE AND IMPROPER INSTALLATION OF COMPONENTS MAY RESULT IN FAILURE, BODILY INJURY, LOSS OF PROPERTY, AND / OR LIFE. Roof Area: Overhang Length: Eave Length: Hip Length: Valley Length: Ridge Length: SHEET NUMBER: R1.1 Roof Truss Placement Plan SCALE: NTS Job#: 1802637 PO#: Date: 10/16/2018 Drawn By: DS Designed By: DS Checked By: ROOF LOADS: TCLL: 20.0 lb/ft² TCDL: 10.0 lb/ft² BCLL: 0.0 lb/ft² BCDL:10.0 lb/ft² Building Code: IRC 2012 Wind Speed: 115 mph On-Center Spacing: 24" U.N.O. 2598.28 SF 119.1 LF 194.57 LF 0 LF 69.79 LF 70.1 LF ROOF DATA THIS LAYOUT IS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENT ONLY. REFER TO THE BUILDING PLANS FOR ACTUAL BUILDING CONSTRUCTION.DREESLUCERNN ,ROOF TRUSS PLACEMENT PLAN18026371850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-0916