Loading...
HomeMy WebLinkAboutZurichRe: 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: I35041669 thru I35041692 My license renewal date for the state of Indiana is July 31, 2020. 1802661A_ZURICH 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: 1802661A 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. October 22,2018 Liu, Xuegang Job 1802661A_ZURICH Truss PB01 Truss Type Piggyback Qty 2 Ply 1 1802661A Job Reference (optional) I35041669 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:15:31 2018 Page 1 84 Components, Franklin, IN - 46131, ID:MXH?xRxnwjvDbhOq0DsD6byX4Go-ZQEq3uNjoC0Qha_e6frFvyrF?BQ1VEsAvRHskXyQuRg Scale: 1"=1' 1 2 3 4 5 6 4x4 2x4 2x4 1.5x4 4-9-4 4-9-4 2-4-10 2-4-10 4-9-4 2-4-10 0-4-131-10-60-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-1,0-1-0] 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-P 0.04 0.03 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 12 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 4-9-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=105/3-6-2, 4=105/3-6-2, 6=114/3-6-2 Max Horz 2=-34(LC 8) Max Uplift 2=-20(LC 10), 4=-24(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) 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1802661A_ZURICH Truss PB02 Truss Type Piggyback Qty 2 Ply 1 1802661A Job Reference (optional) I35041670 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:15:32 2018 Page 1 84 Components, Franklin, IN - 46131, ID:MXH?xRxnwjvDbhOq0DsD6byX4Go-1cnCGEOLZW8HJkZqgNMUSANLNbjREgpK850PGzyQuRf Scale = 1:35.3 1 2 3 4 5 6 7 11 10 9 8 12 13 4x4 3x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 21-1-0 21-1-0 10-6-8 10-6-8 21-1-0 10-6-8 0-4-35-1-120-1-80-4-30-1-86.00 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 0.32 0.21 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 0.01 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 60 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 19-2-6. (lb) - Max Horz 2=66(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 11=-107(LC 12), 8=-107(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 9, 6 except 11=504(LC 19), 8=504(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-371/184, 5-8=-371/184 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 except (jt=lb) 11=107, 8=107. 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 1802661A_ZURICH Truss PB03 Truss Type Piggyback Qty 8 Ply 1 1802661A Job Reference (optional) I35041671 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:15:33 2018 Page 1 84 Components, Franklin, IN - 46131, ID:MXH?xRxnwjvDbhOq0DsD6byX4Go-VpLaUaP_KpG8wt80E4tj?NwW7?3gz73TNkmzpQyQuRe Scale = 1:35.3 1 2 3 4 5 6 7 11 10 9 8 12 13 4x4 3x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 21-1-0 21-1-0 10-6-8 10-6-8 21-1-0 10-6-8 0-4-35-1-120-1-80-4-30-1-86.00 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 0.32 0.21 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 0.01 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 60 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 19-2-6. (lb) - Max Horz 2=66(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 11=-107(LC 12), 8=-107(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 9, 6 except 11=504(LC 19), 8=504(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-371/184, 5-8=-371/184 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 except (jt=lb) 11=107, 8=107. 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 1802661A_ZURICH Truss PB04 Truss Type Piggyback Qty 9 Ply 1 1802661A Job Reference (optional) I35041672 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:15:34 2018 Page 1 84 Components, Franklin, IN - 46131, ID:MXH?xRxnwjvDbhOq0DsD6byX4Go-z?vyhwQc57O_Y1jDonOyXbThsPPviaJdbOVWLsyQuRd Scale = 1:35.3 1 2 3 4 5 6 7 11 10 9 8 12 13 4x4 3x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 21-1-0 21-1-0 10-6-8 10-6-8 21-1-0 10-6-8 0-4-35-1-120-1-80-4-30-1-86.00 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 0.32 0.21 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 0.01 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 60 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 19-2-6. (lb) - Max Horz 2=66(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 11=-107(LC 12), 8=-107(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 9, 6 except 11=504(LC 19), 8=504(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-371/184, 5-8=-371/184 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 except (jt=lb) 11=107, 8=107. 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 1802661A_ZURICH Truss PB05 Truss Type Piggyback Qty 1 Ply 2 1802661A Job Reference (optional) I35041673 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:15:35 2018 Page 1 84 Components, Franklin, IN - 46131, ID:MXH?xRxnwjvDbhOq0DsD6byX4Go-RBTKuGQErRXrABHPLVwB4o?xIonAR2_mq2F3tIyQuRc Scale: 1"=1' 1 2 3 4 5 6 4x4 2x4 2x4 1.5x4 4-9-4 4-9-4 2-4-10 2-4-10 4-9-4 2-4-10 0-4-131-10-60-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-1,0-1-0] 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-P 0.02 0.01 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 25 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 4-9-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=105/3-6-2, 4=105/3-6-2, 6=114/3-6-2 Max Horz 2=-34(LC 8) Max Uplift 2=-20(LC 10), 4=-24(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. 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 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) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1802661A_ZURICH Truss T01 Truss Type PIGGYBACK BASE SUPPO Qty 1 Ply 1 1802661A Job Reference (optional) I35041674 8.220 s Aug 13 2018 MiTek Industries, Inc. Mon Oct 22 13:00:03 2018 Page 1 84 Lumber-0783, Franklin, Indiana ID:MXH?xRxnwjvDbhOq0DsD6byX4Go-q2_L6xiJwv5?22i9tddJ9Wi61fbHW_KFzJfEELyQs1Q Scale = 1:113.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 70 71 72 73 4x6 4x6 4x6 6x12 MT20HS 6x6 4x6 4x6 6x8 8x8 8x8 4x6 63-2-0 63-2-0 -0-10-8 0-10-8 22-6-8 22-6-8 43-7-8 21-1-0 63-2-0 19-6-8 0-5-1211-9-01-11-1211-9-06.00 12 Plate Offsets (X,Y)-- [6:0-3-0,Edge], [26:0-4-0,0-3-8], [33:0-4-0,0-4-8], [36:0-6-2,0-0-0], [46:0-2-0,0-2-0], [54:0-4-0,0-4-8], [62:0-2-0,0-2-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.85 0.56 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.03 (loc) 1-2 1-2 37 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 MT20HS Weight: 496 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-6: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 9-64,8-65,7-66,5-67,4-68,3-69,30-43,31-42,32-41,33-40,34-39,35-38: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 14-26. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 26-48, 25-49, 24-50, 22-51, 21-52, 20-53, 19-54, 18-55, 17-56, 16-57, 15-58, 13-59, 12-60, 11-61, 27-47, 28-45 REACTIONS.All bearings 56-6-8. (lb) - Max Horz 67=160(LC 16) Max Uplift All uplift 100 lb or less at joint(s) 49, 50, 51, 52, 53, 54, 55, 56, 57, 60, 61, 63, 64, 65, 47, 45, 44, 43, 42, 41, 40, 39 except 37=-859(LC 33), 66=-501(LC 19), 67=-144(LC 12), 38=-187(LC 8) Max Grav All reactions 250 lb or less at joint(s) 37, 50, 51, 52, 53, 55, 56, 57, 60, 61, 64, 66, 45, 44, 43, 41, 40, 39 except 48=360(LC 31), 49=270(LC 30), 54=259(LC 30), 58=306(LC 30), 59=359(LC 31), 63=256(LC 31), 65=404(LC 31), 67=1030(LC 19), 47=280(LC 31), 42=254(LC 31), 38=871(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-327/586, 3-4=-277/585, 4-5=-249/606, 5-6=-171/475, 6-7=-172/525, 7-70=-167/549, 8-70=-161/603, 8-9=-126/594, 9-10=-89/594, 10-11=-51/593, 11-12=-14/595, 12-13=0/598, 13-14=0/494, 14-15=0/491, 15-16=0/491, 16-17=0/491, 17-18=0/491, 18-71=0/491, 19-71=0/491, 19-20=0/490, 20-21=0/490, 21-72=0/490, 22-72=0/490, 22-23=0/490, 23-24=0/490, 24-25=0/490, 25-26=0/490, 26-27=0/571, 27-28=0/596, 28-29=-33/592, 29-30=-71/593, 30-31=-108/592, 31-32=-147/596, 32-73=-174/580, 33-73=-179/529, 33-34=-224/580, 34-35=-249/560, 35-36=-366/701, 36-37=-287/526 BOT CHORD 2-69=-491/338, 68-69=-491/338, 67-68=-491/338, 66-67=-491/305, 65-66=-491/305, 64-65=-491/305, 63-64=-491/305, 62-63=-491/305, 61-62=-491/305, 60-61=-491/305, 59-60=-491/305, 58-59=-491/305, 57-58=-491/305, 56-57=-491/305, 55-56=-491/305, 54-55=-491/305, 53-54=-490/304, 52-53=-490/304, 51-52=-490/304, 50-51=-490/304, 49-50=-490/304, 48-49=-490/304, 47-48=-490/304, 46-47=-490/304, 45-46=-490/304, 44-45=-490/304, 43-44=-490/304, 42-43=-490/304, 41-42=-490/304, 40-41=-490/304, 39-40=-488/303, 38-39=-488/303, 37-38=-488/303 WEBS 26-48=-320/29, 15-58=-266/33, 13-59=-319/46, 5-67=-308/160, 35-38=-436/249 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=1.10Continued on page 2 SEE TEST CASE T01-TEST SHEATHING SHOULD ACT LIKE WEB TO COVER SHEAR 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 1802661A_ZURICH Truss T01 Truss Type PIGGYBACK BASE SUPPO Qty 1 Ply 1 1802661A Job Reference (optional) I35041674 8.220 s Aug 13 2018 MiTek Industries, Inc. Mon Oct 22 13:00:03 2018 Page 2 84 Lumber-0783, Franklin, Indiana ID:MXH?xRxnwjvDbhOq0DsD6byX4Go-q2_L6xiJwv5?22i9tddJ9Wi61fbHW_KFzJfEELyQs1Q NOTES- 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 7) Provide adequate drainage to prevent water ponding. 8) All plates are MT20 plates unless otherwise indicated. 9) All plates are 3x4 MT20 unless otherwise indicated. 10) Gable studs spaced at 2-0-0 oc. 11) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 13) Bearing at joint(s) 37 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 14) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 49, 50, 51, 52, 53, 54, 55, 56, 57, 60, 61, 63, 64, 65, 47, 45, 44, 43, 42, 41, 40, 39 except (jt=lb) 37=859, 66=501, 67=144, 38=187. 15) Non Standard bearing condition. Review required. 16) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 17) 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. Job 1802661A_ZURICH Truss T02 Truss Type Piggyback Base Qty 4 Ply 1 1802661A Job Reference (optional) I35041675 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:15:41 2018 Page 1 84 Components, Franklin, IN - 46131, ID:MXH?xRxnwjvDbhOq0DsD6byX4Go-GLqc9JV?RHH?u6lZim0bJ3FroDlxrZnfC_iO5yyQuRW Scale = 1:110.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 28 27 26 25 24 23 22 21 20 19 18 17 32 33 34 35 36 37 38 39 40 41 42 6x6 6x6 5x6 5x6 5x9 6x8 3x4 5x6 5x6 5x9 5x6 4x8 4x4 3x4 9-11-0 9-11-0 19-6-8 9-7-8 26-6-13 7-0-5 32-0-4 5-5-7 40-7-8 8-7-4 48-0-9 7-5-1 56-4-12 8-4-3 56-6-8 0-1-12 63-2-0 6-7-8 -0-10-8 0-10-8 6-8-8 6-8-8 13-1-8 6-5-0 19-6-8 6-5-0 26-6-13 7-0-5 33-7-3 7-0-5 40-7-8 7-0-5 48-0-9 7-5-1 55-5-10 7-5-1 63-2-0 7-8-6 64-0-8 0-10-8 1-11-1211-9-00-5-1211-9-06.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [6:0-3-0,0-2-12], [10:0-3-0,0-2-12], [12:0-3-0,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-MSH 0.53 0.44 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.20 0.03 0.03 (loc) 25-27 25-27 22 25-27 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 398 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 12-16: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-27,2-28,13-17,14-17: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-25, 6-25, 9-22, 10-20, 11-20, 4-28 2 Rows at 1/3 pts 7-22 REACTIONS.(lb/size) 22=2529/0-3-8 (req. 0-4-11), 28=1174/0-3-8, 17=1452/0-3-8 Max Horz 28=-154(LC 17) Max Uplift 22=-94(LC 9), 28=-112(LC 12), 17=-204(LC 13) Max Grav 22=2977(LC 36), 28=1377(LC 31), 17=1703(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-1646/298, 5-6=-922/272, 6-7=-695/282, 7-9=0/601, 9-10=-281/201, 10-11=-498/183, 11-13=-759/136, 13-14=-247/566, 14-15=-357/685, 2-28=-310/167 BOT CHORD 27-28=-179/1450, 25-27=-82/1217, 24-25=-5/411, 22-24=-5/411, 20-22=-413/242, 19-20=0/597, 17-19=-361/339, 15-17=-533/390 WEBS 5-27=-11/410, 5-25=-922/217, 7-25=-115/1142, 7-24=0/271, 7-22=-1566/220, 9-22=-1341/214, 9-20=-57/1065, 10-20=-351/86, 11-20=-544/121, 11-19=-326/203, 13-19=-202/1013, 4-28=-1644/180, 13-17=-1158/264, 14-17=-353/194 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 4x6 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) WARNING: Required bearing size at joint(s) 22 greater than input bearing size. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22 except (jt=lb) 28=112, 17=204. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. SUPPLEMENTARY BEARING PLATES, SPECIAL ANCHORAGE, OR OTHER MEANS TO ALLOW FOR THE MINIMUM REQUIRED SUPPORT WIDTH (SUCH AS COLUMN CAPS, BEARING BLOCKS, ETC.) ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER OR THE 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 1802661A_ZURICH Truss T03 Truss Type Piggyback Base Qty 2 Ply 1 1802661A Job Reference (optional) I35041676 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:15:43 2018 Page 1 84 Components, Franklin, IN - 46131, ID:MXH?xRxnwjvDbhOq0DsD6byX4Go-CkyMa?XFzuXj7QvxpA33OUKBl1OOJRBxgIBU9ryQuRU Scale = 1:109.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 32 33 34 35 36 37 38 39 8x8 5x6 5x6 5x9 6x6 3x4 3x4 5x9 5x9 5x6 5x6 5x9 5x6 3x4 4x8 5x6 6-7-8 6-7-8 6-9-4 0-1-12 15-1-7 8-4-3 22-6-8 7-5-1 29-6-4 6-11-12 36-7-12 7-1-8 43-7-8 6-11-12 49-11-5 6-3-13 57-5-4 7-5-15 62-10-8 5-5-4 -0-10-8 0-10-8 7-8-6 7-8-6 15-1-7 7-5-1 22-6-8 7-5-1 29-6-4 6-11-12 36-7-12 7-1-8 43-7-8 6-11-12 49-11-5 6-3-13 56-3-3 6-3-13 62-10-8 6-7-5 0-5-1211-9-02-1-811-9-06.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [5:0-3-0,Edge], [7:0-3-0,0-2-12], [11:0-4-0,0-3-8], [15:Edge,0-2-4], [16:Edge,0-3-8] 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-MSH 0.57 0.57 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.32 0.10 0.06 (loc) 21-23 21-23 16 21-23 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 401 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-5: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 13-17,4-28,3-28,15-16,15-17: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-0 max.): 7-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-28,26-28. WEBS 1 Row at midpt 6-25, 7-25, 8-23, 10-23, 10-20, 12-18, 13-17 REACTIONS.(lb/size) 17=2668/0-3-8 (req. 0-4-9), 28=2624/0-3-8 (req. 0-4-7), 16=-221/Mechanical Max Horz 28=161(LC 16) Max Uplift 17=-91(LC 13), 28=-166(LC 12), 16=-394(LC 36) Max Grav 17=2915(LC 37), 28=2844(LC 31), 16=44(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-355/675, 3-4=-242/527, 4-6=-2201/241, 6-7=-2478/387, 7-8=-2634/440, 8-10=-2634/440, 10-11=-1945/400, 11-12=-2222/405, 12-13=-1821/316, 13-15=-68/709, 15-16=-22/416 BOT CHORD 2-28=-522/388, 26-28=-175/273, 25-26=-128/1898, 23-25=-115/2170, 21-23=-119/2587, 20-21=-119/2587, 18-20=-69/1527 WEBS 4-26=-347/2144, 6-26=-836/276, 6-25=-80/464, 7-25=-162/314, 7-23=-131/932, 8-23=-753/164, 10-21=0/404, 10-20=-1202/134, 11-20=-33/628, 12-20=-72/778, 12-18=-1000/164, 13-18=-126/1856, 13-17=-2657/429, 4-28=-2286/401, 3-28=-415/202, 15-17=-628/142 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 4x6 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) WARNING: Required bearing size at joint(s) 17, 28 greater than input bearing size. 11) Refer to girder(s) for truss to truss connections.Continued on page 2 SUPPLEMENTARY BEARING PLATES, SPECIAL ANCHORAGE, OR OTHER MEANS TO ALLOW FOR THE MINIMUM REQUIRED SUPPORT WIDTH (SUCH AS COLUMN CAPS, BEARING BLOCKS, ETC.) ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER OR THE 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 1802661A_ZURICH Truss T03 Truss Type Piggyback Base Qty 2 Ply 1 1802661A Job Reference (optional) I35041676 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:15:43 2018 Page 2 84 Components, Franklin, IN - 46131, ID:MXH?xRxnwjvDbhOq0DsD6byX4Go-CkyMa?XFzuXj7QvxpA33OUKBl1OOJRBxgIBU9ryQuRU NOTES- 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17 except (jt=lb) 28=166, 16=394. 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. Job 1802661A_ZURICH Truss T04 Truss Type Piggyback Base Qty 1 Ply 1 1802661A Job Reference (optional) I35041677 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:15:45 2018 Page 1 84 Components, Franklin, IN - 46131, ID:MXH?xRxnwjvDbhOq0DsD6byX4Go-8646?gYVVVnRMj2Kxb5XUvQXSq6knKZE7cgbEjyQuRS Scale = 1:109.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 32 33 34 35 36 37 38 39 40 41 6x6 5x6 5x9 6x6 3x4 3x4 5x9 6x10 3x4 5x6 6x10 5x6 3x4 3x4 6-7-8 6-7-8 6-9-4 0-1-12 15-1-7 8-4-3 22-6-8 7-5-1 29-6-4 6-11-12 36-7-12 7-1-8 43-7-8 6-11-12 46-0-4 2-4-12 54-3-10 8-3-6 62-10-8 8-6-14 -0-10-8 0-10-8 7-8-6 7-8-6 15-1-7 7-5-1 22-6-8 7-5-1 29-6-4 6-11-12 36-7-12 7-1-8 43-7-8 6-11-12 49-11-5 6-3-13 56-3-3 6-3-13 62-10-8 6-7-5 0-5-1211-9-02-1-811-9-06.00 12 Plate Offsets (X,Y)-- [4:0-2-4,0-1-12], [5:0-3-0,Edge], [7:0-3-0,0-2-12], [11:0-3-0,0-2-12] 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-MSH 0.55 0.45 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.21 0.06 0.04 (loc) 23-25 23-25 16 23 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 406 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-5: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-23,10-23,10-20: 2x4 SPF 1650F 1.5E 13-17,4-28,3-28,15-16: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-15 max.): 7-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-25, 7-25, 7-23, 8-23, 10-23, 10-20, 11-20 , 12-19 REACTIONS.(lb/size) 19=2157/0-4-15, 28=2225/0-3-8 (req. 0-3-13), 16=689/Mechanical Max Horz 28=161(LC 16) Max Uplift 19=-52(LC 13), 28=-172(LC 12), 16=-68(LC 13) Max Grav 19=2411(LC 37), 28=2420(LC 31), 16=797(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-355/678, 3-4=-243/541, 4-6=-1656/174, 6-7=-1769/302, 7-8=-1722/330, 8-10=-1722/330, 10-11=-458/219, 11-12=-556/202, 12-13=-829/201 BOT CHORD 2-28=-526/388, 26-28=-215/284, 25-26=-121/1408, 23-25=-106/1534, 21-23=-102/1392, 20-21=-102/1392, 19-20=-722/225, 17-19=0/434, 16-17=-55/742 WEBS 4-26=-292/1698, 6-26=-638/250, 6-25=-227/290, 7-25=-30/433, 7-23=-199/418, 8-23=-751/164, 10-23=-52/618, 10-21=0/440, 10-20=-1796/155, 11-20=-279/57, 12-20=-135/1893, 12-19=-2226/368, 12-17=-57/469, 13-17=-295/188, 4-28=-1880/349, 3-28=-394/199, 13-16=-837/72 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 4x6 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) WARNING: Required bearing size at joint(s) 28 greater than input bearing size. 11) Refer to girder(s) for truss to truss connections.Continued on page 2 SUPPLEMENTARY BEARING PLATES, SPECIAL ANCHORAGE, OR OTHER MEANS TO ALLOW FOR THE MINIMUM REQUIRED SUPPORT WIDTH (SUCH AS COLUMN CAPS, BEARING BLOCKS, ETC.) ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER OR THE 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 1802661A_ZURICH Truss T04 Truss Type Piggyback Base Qty 1 Ply 1 1802661A Job Reference (optional) I35041677 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:15:46 2018 Page 2 84 Components, Franklin, IN - 46131, ID:MXH?xRxnwjvDbhOq0DsD6byX4Go-dJeVC0Z8GpvH_tdWVJcm07yhCESyWnpOMGP9m9yQuRR NOTES- 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 16 except (jt=lb) 28=172. 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. Job 1802661A_ZURICH Truss T05 Truss Type Piggyback Base Qty 8 Ply 1 1802661A Job Reference (optional) I35041678 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:15:48 2018 Page 1 84 Components, Franklin, IN - 46131, ID:MXH?xRxnwjvDbhOq0DsD6byX4Go-ZhlFdibOoQ9?EBnvckeF5Y2_?24y_iuhpauFq2yQuRP Scale = 1:109.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 31 32 33 34 35 36 37 38 39 40 6x6 5x6 3x4 5x6 5x9 6x6 3x4 3x4 5x9 8x8 4x4 5x6 6x10 5x6 3x4 5x6 7-8-6 7-8-6 15-1-7 7-5-1 22-6-8 7-5-1 29-6-4 6-11-12 36-7-12 7-1-8 43-7-8 6-11-12 45-8-4 2-0-12 54-1-10 8-5-6 62-10-8 8-8-14 -0-10-8 0-10-8 7-8-6 7-8-6 15-1-7 7-5-1 22-6-8 7-5-1 29-6-4 6-11-12 36-7-12 7-1-8 43-7-8 6-11-12 49-11-5 6-3-13 56-3-3 6-3-13 62-10-8 6-7-5 0-5-1211-9-02-1-811-9-06.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-9], [4:0-3-0,Edge], [6:0-3-0,0-2-12], [10:0-3-0,0-2-12], [11:0-3-0,0-2-12] 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-MSH 0.73 0.61 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.41 0.11 0.10 (loc) 24-25 24-25 15 25 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 401 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-4: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-27,12-16,14-15: 2x4 SPF Stud, 6-22,9-22,9-19: 2x4 SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-7 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 5-0-15 oc bracing. WEBS 1 Row at midpt 3-25, 5-24, 6-22, 7-22, 9-22, 10-19 2 Rows at 1/3 pts 9-19, 11-18 REACTIONS.(lb/size) 2=1774/0-3-8, 18=2890/0-3-8 (req. 0-5-0), 15=407/Mechanical Max Horz 2=161(LC 16) Max Uplift 2=-138(LC 12), 18=-30(LC 9), 15=-83(LC 13) Max Grav 2=1929(LC 31), 18=3195(LC 37), 15=614(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3530/500, 3-5=-2921/469, 5-6=-2155/430, 6-7=-1815/390, 7-9=-1815/390, 9-10=-28/297, 10-11=-73/427, 11-12=-521/203 BOT CHORD 2-27=-379/3072, 25-27=-379/3072, 24-25=-236/2522, 22-24=-105/1874, 20-22=-91/1233, 19-20=-91/1233, 18-19=-1524/351, 16-18=-303/153, 15-16=-77/500 WEBS 3-27=0/287, 3-25=-622/162, 5-25=0/509, 5-24=-1233/243, 6-24=-91/1065, 6-22=-754/107, 7-22=-749/164, 9-22=-157/1161, 9-20=0/456, 9-19=-2307/265, 10-19=-518/85, 11-19=-251/2440, 11-18=-2938/484, 11-16=-59/533, 12-16=-394/199, 12-15=-536/120 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 4x6 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) WARNING: Required bearing size at joint(s) 18 greater than input bearing size. 11) Refer to girder(s) for truss to truss connections. Continued on page 2 SUPPLEMENTARY BEARING PLATES, SPECIAL ANCHORAGE, OR OTHER MEANS TO ALLOW FOR THE MINIMUM REQUIRED SUPPORT WIDTH (SUCH AS COLUMN CAPS, BEARING BLOCKS, ETC.) ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER OR THE 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 1802661A_ZURICH Truss T05 Truss Type Piggyback Base Qty 8 Ply 1 1802661A Job Reference (optional) I35041678 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:15:48 2018 Page 2 84 Components, Franklin, IN - 46131, ID:MXH?xRxnwjvDbhOq0DsD6byX4Go-ZhlFdibOoQ9?EBnvckeF5Y2_?24y_iuhpauFq2yQuRP NOTES- 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 15 except (jt=lb) 2=138. 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. Job 1802661A_ZURICH Truss T06 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 1802661A Job Reference (optional) I35041679 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:15:52 2018 Page 1 84 Components, Franklin, IN - 46131, ID:MXH?xRxnwjvDbhOq0DsD6byX4Go-RT?mT4eurfgRio5grZjBGOCqgfbiwhcGkCsT_pyQuRL Scale = 1:105.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 71 72 73 74 4x6 4x6 4x6 4x6 4x6 6x8 8x8 4x6 4x6 62-10-8 62-10-8 -0-10-8 0-10-8 22-6-8 22-6-8 43-7-8 21-1-0 62-10-8 19-3-0 0-5-1211-9-02-1-811-9-06.00 12 Plate Offsets (X,Y)-- [6:0-3-0,Edge], [26:0-4-0,0-3-8], [33:0-4-0,0-4-8], [63:0-2-0,0-2-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.11 0.04 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 1 1 37 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 495 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-6: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF No.2 *Except* 9-65,8-66,7-67,5-68,4-69,3-70,30-43,31-42,32-41,33-40,34-39,35-38: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 14-26. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 26-48, 25-49, 24-50, 22-51, 21-52, 20-53, 19-54, 18-56, 17-57, 16-58, 15-59, 13-60, 12-61, 11-62, 27-47, 28-45 REACTIONS.All bearings 62-10-8. (lb) - Max Horz 2=161(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 49, 50, 51, 52, 53, 54, 56, 57, 58, 61, 62, 64, 65, 66, 67, 68, 69, 70, 47, 45, 44, 43, 42, 41, 40, 39, 38 Max Grav All reactions 250 lb or less at joint(s) 37, 2, 48, 49, 50, 51, 52, 53, 54, 56, 57, 58, 59, 60, 61, 62, 64, 65, 66, 67, 68, 69, 47, 45, 44, 43, 42, 41, 40, 39, 38 except 70=282(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 11-12=-115/270, 12-13=-129/310, 13-14=-125/302, 14-15=-117/304, 15-16=-117/304, 16-17=-117/304, 17-18=-117/304, 18-19=-117/304, 19-20=-117/304, 20-21=-117/304, 21-22=-117/304, 22-24=-117/304, 24-25=-117/304, 25-26=-117/303, 26-27=-132/319, 27-28=-121/288 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 7) Provide adequate drainage to prevent water ponding. 8) All plates are 3x4 MT20 unless otherwise indicated. 9) Gable requires continuous bottom chord bearing. 10) Gable studs spaced at 2-0-0 oc. 11) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.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 1802661A_ZURICH Truss T06 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 1802661A Job Reference (optional) I35041679 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:15:52 2018 Page 2 84 Components, Franklin, IN - 46131, ID:MXH?xRxnwjvDbhOq0DsD6byX4Go-RT?mT4eurfgRio5grZjBGOCqgfbiwhcGkCsT_pyQuRL NOTES- 12) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 49, 50, 51, 52, 53, 54, 56, 57, 58, 61, 62, 64, 65, 66, 67, 68, 69, 70, 47, 45, 44, 43, 42, 41, 40, 39, 38. 14) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 15) 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. Job 1802661A_ZURICH Truss T07 Truss Type Piggyback Base Qty 1 Ply 1 1802661A Job Reference (optional) I35041680 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:15:53 2018 Page 1 84 Components, Franklin, IN - 46131, ID:MXH?xRxnwjvDbhOq0DsD6byX4Go-vfZ8gQeXczoIKyfsPHEQoblzi3sZf?gQzsc0WFyQuRK Scale = 1:57.0 1 2 3 4 5 6 7 8 14 13 12 11 919 20 10 21 4x6 4x4 6x6 3x6 4x6 1.5x4 4x4 6x6 4x8 4x4 4x4 3x4 5-7-14 5-7-14 11-0-5 5-4-6 15-9-9 4-9-4 19-8-0 3-10-7 25-0-4 5-4-4 5-7-14 5-7-14 11-0-5 5-4-6 15-9-9 4-9-4 20-3-2 4-5-10 25-0-4 4-9-2 25-10-12 0-10-8 0-9-1210-0-02-3-1210-0-010.00 12 Plate Offsets (X,Y)-- [1:Edge,0-0-0], [4:0-4-4,0-2-0], [5:0-4-4,0-2-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.22 0.32 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.10 0.03 0.02 (loc) 11-12 11-12 9 14-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 134 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-14,6-11,7-9: 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-11 REACTIONS.(lb/size) 1=970/0-3-8, 9=970/5-7-12, 10=112/0-3-8 Max Horz 1=211(LC 9) Max Uplift 1=-60(LC 10), 9=-98(LC 11) Max Grav 1=970(LC 1), 9=970(LC 1), 10=203(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1183/184, 3-4=-918/234, 4-5=-557/229, 5-6=-824/246 BOT CHORD 1-14=-103/885, 12-14=-103/885, 11-12=-63/642, 10-11=-25/576, 9-10=-25/576 WEBS 3-12=-340/165, 4-12=-47/423, 6-9=-880/60 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) Provide adequate drainage to prevent water ponding. 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, 9. 8) 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1802661A_ZURICH Truss T08 Truss Type Piggyback Base Qty 1 Ply 1 1802661A Job Reference (optional) I35041681 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:15:56 2018 Page 1 84 Components, Franklin, IN - 46131, ID:MXH?xRxnwjvDbhOq0DsD6byX4Go-KEEGJRhPvuAtBQOR4Po7QENU?GuFsPLsfpqh7ayQuRH Scale = 1:57.0 1 2 3 4 5 6 7 8 14 13 12 11 10 9 19 3x6 4x4 6x6 3x6 4x6 1.5x4 4x4 6x6 4x8 4x6 4x4 2x4 3x6 5-7-14 5-7-14 11-0-5 5-4-6 15-9-9 4-9-4 19-6-4 3-8-11 25-0-4 5-6-0 5-7-14 5-7-14 11-0-5 5-4-6 15-9-9 4-9-4 20-3-2 4-5-10 25-0-4 4-9-2 25-10-12 0-10-8 0-9-1210-0-02-3-1210-0-010.00 12 Plate Offsets (X,Y)-- [1:Edge,0-0-0], [4:0-4-4,0-2-0], [5:0-4-4,0-2-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.21 0.26 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.07 0.02 0.02 (loc) 11-12 11-12 9 14-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 138 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-14,6-10,7-9,7-10: 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-11, 5-11 REACTIONS.(lb/size) 1=793/0-3-8, 10=929/0-3-8, 9=330/0-3-8 Max Horz 1=211(LC 9) Max Uplift 1=-48(LC 10), 10=-34(LC 11), 9=-26(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-933/140, 3-4=-656/188, 4-5=-301/178, 5-6=-442/181, 7-9=-280/103 BOT CHORD 1-14=-114/722, 12-14=-114/722, 11-12=-76/466 WEBS 3-12=-355/166, 4-12=-48/426, 4-11=-373/62, 6-11=-20/499, 6-10=-853/123 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) Provide adequate drainage to prevent water ponding. 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, 10, 9. 8) 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1802661A_ZURICH Truss T09 Truss Type Piggyback Base Girder Qty 1 Ply 2 1802661A Job Reference (optional) I35041682 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:15:59 2018 Page 1 84 Components, Franklin, IN - 46131, ID:MXH?xRxnwjvDbhOq0DsD6byX4Go-kpwPxTjHCpYR2t70lXLq2s??xUqf3kpILn3LjvyQuRE Scale = 1:60.0 1 2 3 4 5 6 7 14 13 12 11 10 9 8 18 19 20 21 22 23 24 25 26 27 28 29 6x6 3x6 4x6 4x6 2x4 4x4 4x6 4x6 8x8 8x8 4x6 4x8 8x8 2x4 3-10-7 3-10-7 7-5-6 3-6-15 11-0-5 3-6-15 15-9-9 4-9-4 19-6-4 3-8-11 24-0-8 4-6-4 3-10-7 3-10-7 7-5-6 3-6-15 11-0-5 3-6-15 15-9-9 4-9-4 19-9-4 3-11-12 24-0-8 4-3-4 0-9-1210-0-03-1-910-0-010.00 12 Plate Offsets (X,Y)-- [1:Edge,0-4-2], [1:0-3-3,0-0-5], [1:0-0-3,0-0-2], [4:0-6-4,0-2-0], [5:0-4-4,0-2-0], [9:0-3-8,0-2-0], [10:0-4-0,0-4-4] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.23 0.66 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.13 0.03 0.03 (loc) 13-14 13-14 9 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 320 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 3-11,4-11,4-10,5-10: 2x4 SPF No.2 WEDGE Left: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. REACTIONS.(lb/size) 9=3821/0-3-8, 1=3839/0-3-8, 8=110/0-3-8 Max Horz 1=212(LC 9) Max Uplift 9=-655(LC 11), 1=-512(LC 10), 8=-109(LC 22) Max Grav 9=3821(LC 1), 1=3839(LC 1), 8=182(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4458/658, 2-3=-3607/579, 3-4=-2746/508, 4-5=-1358/301, 5-6=-1878/352, 7-8=-283/14 BOT CHORD 1-14=-544/3350, 13-14=-544/3350, 11-13=-434/2737, 10-11=-322/2003 WEBS 2-14=-135/982, 2-13=-872/217, 3-13=-258/1654, 3-11=-1501/337, 4-11=-470/2740, 4-10=-1418/277, 5-10=-148/905, 6-10=-305/2409, 6-9=-3385/498 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=655, 1=512, 8=109. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1802661A_ZURICH Truss T09 Truss Type Piggyback Base Girder Qty 1 Ply 2 1802661A Job Reference (optional) I35041682 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:15:59 2018 Page 2 84 Components, Franklin, IN - 46131, ID:MXH?xRxnwjvDbhOq0DsD6byX4Go-kpwPxTjHCpYR2t70lXLq2s??xUqf3kpILn3LjvyQuRE NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 594 lb down and 103 lb up at 1-2-12, 594 lb down and 103 lb up at 2-8-4, 594 lb down and 103 lb up at 4-8-4, 594 lb down and 103 lb up at 6-8-4, 594 lb down and 103 lb up at 8-8-4, 594 lb down and 103 lb up at 10-8-4, 594 lb down and 103 lb up at 12-8-4, 594 lb down and 103 lb up at 14-8-4, 625 lb down and 68 lb up at 16-7-4, 777 lb down and 88 lb up at 18-5-4, and 32 lb down and 414 lb up at 20-7-4, and 32 lb down and 414 lb up at 22-7-4 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: 1-4=-60, 4-5=-60, 5-7=-60, 8-15=-20 Concentrated Loads (lb) Vert: 11=-594(B) 18=-594(B) 19=-594(B) 20=-594(B) 21=-594(B) 22=-594(B) 23=-594(B) 25=-594(B) 26=-625(B) 27=-777(B) 28=146(B) 29=146(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 1802661A_ZURICH Truss T10 Truss Type Common Qty 1 Ply 1 1802661A Job Reference (optional) I35041683 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:16:01 2018 Page 1 84 Components, Franklin, IN - 46131, ID:MXH?xRxnwjvDbhOq0DsD6byX4Go-gB29M9lYkQo9HBHPtyNI7H4LmHYFXlObp5YRooyQuRC Scale = 1:54.1 1 2 3 4 5 6 7 8 11 1012 9 4x6 4x4 3x6 4x4 1.5x4 4x8 1.5x4 4x6 4x4 1-5-0 1-5-0 9-10-0 8-5-0 18-0-0 8-2-0 19-8-0 1-8-0 5-0-12 5-0-12 9-10-0 4-9-4 14-7-4 4-9-4 19-8-0 5-0-12 20-6-8 0-10-8 0-9-129-0-10-9-1210.00 12 Plate Offsets (X,Y)-- [1:Edge,0-0-0], [7: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 0.21 0.46 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.20 0.03 0.01 (loc) 10-12 10-12 7 10 l/defl >999 >996 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 83 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-10: 2x4 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.All bearings 0-3-8 except (jt=length) 1=1-8-8, 7=1-11-8. (lb) - Max Horz 1=-168(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 Max Grav All reactions 250 lb or less at joint(s) except 1=639(LC 1), 7=717(LC 1), 12=301(LC 3), 9=269(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-849/161, 3-4=-668/169, 4-5=-668/169, 5-7=-848/161 BOT CHORD 1-12=-102/615, 10-12=-102/615, 9-10=-33/587, 7-9=-33/587 WEBS 4-10=-107/450 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7. 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 1802661A_ZURICH Truss T11 Truss Type Piggyback Base Qty 1 Ply 1 1802661A Job Reference (optional) I35041684 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:16:05 2018 Page 1 84 Components, Franklin, IN - 46131, ID:MXH?xRxnwjvDbhOq0DsD6byX4Go-ZzHgBWo2nfIbmoaA6oSEI7FyBux7TOyBjjWfxZyQuR8 Scale = 1:109.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 30 31 32 33 34 35 36 37 38 39 6x6 5x6 3x4 5x6 5x9 6x6 3x4 3x4 6x10 5x9 5x6 5x6 5x6 3x4 5x6 6-8-6 6-8-6 6-11-0 0-2-10 14-7-7 7-8-7 22-6-8 7-11-1 29-6-4 6-11-12 36-7-12 7-1-8 43-7-8 6-11-12 45-8-4 2-0-12 54-1-10 8-5-6 62-10-8 8-8-14 -0-10-8 0-10-8 6-8-6 6-8-6 14-7-7 7-11-1 22-6-8 7-11-1 29-6-4 6-11-12 36-7-12 7-1-8 43-7-8 6-11-12 45-8-4 2-0-12 54-1-10 8-5-6 62-10-8 8-8-14 0-5-1211-9-02-1-811-9-06.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [6:0-3-0,0-2-12], [10:0-3-0,0-2-12], [14:Edge,0-2-4] 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-MSH 0.50 0.40 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.20 0.05 0.04 (loc) 22-23 22-23 15 22 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 407 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-4: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-26,5-25,12-16,14-15: 2x4 SPF Stud 6-22,9-22,9-19: 2x4 SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-12 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-4 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-23, 6-22, 7-22, 9-22, 10-19, 11-18, 12-18 2 Rows at 1/3 pts 9-19 REACTIONS.All bearings 6-11-0 except (jt=length) 18=0-4-2 (input: 0-3-8), 15=Mechanical. (lb) - Max Horz 2=161(LC 16) Max Uplift All uplift 100 lb or less at joint(s) 2, 18, 15 except 26=-144(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 2 except 26=2064(LC 31), 26=1882(LC 1), 18=2635(LC 37), 15=645(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-74/255, 3-5=-1702/286, 5-6=-1700/340, 6-7=-1605/338, 7-9=-1605/338, 10-11=-283/194, 11-12=0/461, 12-14=-691/90, 14-15=-563/113 BOT CHORD 23-25=-98/1446, 22-23=-92/1470, 20-22=-92/1237, 19-20=-92/1237, 16-18=0/535 WEBS 3-26=-1847/340, 3-25=-138/1709, 5-25=-523/158, 5-23=-356/265, 6-23=-12/483, 6-22=-338/309, 7-22=-749/163, 9-22=-108/736, 9-20=0/432, 9-19=-1890/215, 11-19=-98/1653, 11-18=-1968/297, 12-18=-915/210, 12-16=0/316, 14-16=0/447 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 4x6 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) WARNING: Required bearing size at joint(s) 18 greater than input bearing size. 11) Refer to girder(s) for truss to truss connections. Continued on page 2 SUPPLEMENTARY BEARING PLATES, SPECIAL ANCHORAGE, OR OTHER MEANS TO ALLOW FOR THE MINIMUM REQUIRED SUPPORT WIDTH (SUCH AS COLUMN CAPS, BEARING BLOCKS, ETC.) ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER OR THE 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 1802661A_ZURICH Truss T11 Truss Type Piggyback Base Qty 1 Ply 1 1802661A Job Reference (optional) I35041684 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:16:05 2018 Page 2 84 Components, Franklin, IN - 46131, ID:MXH?xRxnwjvDbhOq0DsD6byX4Go-ZzHgBWo2nfIbmoaA6oSEI7FyBux7TOyBjjWfxZyQuR8 NOTES- 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 18, 15, 2 except (jt=lb) 26=144. 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. Job 1802661A_ZURICH Truss V01 Truss Type Valley Qty 1 Ply 1 1802661A Job Reference (optional) I35041685 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:16:07 2018 Page 1 84 Components, Franklin, IN - 46131, ID:MXH?xRxnwjvDbhOq0DsD6byX4Go-VLPRcCpJJGZJ?6kZDDUiNYKN?igOxUYUB1?m?SyQuR6 Scale = 1:55.0 1 2 3 4 5 6 7 13 12 11 10 9 8 3x4 4x4 3x4 3x6 0-0-5 0-0-5 21-5-1 21-4-12 10-8-8 10-8-8 21-5-1 10-8-8 0-0-48-11-20-0-410.00 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 0.16 0.16 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 80 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 4-10: 2x4 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 21-4-7. (lb) - Max Horz 1=-166(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 11=-139(LC 10), 13=-106(LC 10), 9=-139(LC 11), 8=-106(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=388(LC 20), 11=422(LC 17), 13=282(LC 17), 9=421(LC 18), 8=282(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-281/189, 5-9=-281/188 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=139, 13=106, 9=139, 8=106. 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 1802661A_ZURICH Truss V02 Truss Type Valley Qty 1 Ply 1 1802661A Job Reference (optional) I35041686 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:16:08 2018 Page 1 84 Components, Franklin, IN - 46131, ID:MXH?xRxnwjvDbhOq0DsD6byX4Go-zYzpqYqx4ahAdGJlnw?xvmtW260KgxwdQhlJYuyQuR5 Scale = 1:48.9 1 2 3 4 5 9 8 7 6 3x4 4x4 3x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-5 0-0-5 19-0-4 18-11-15 9-6-2 9-6-2 19-0-4 9-6-2 0-0-47-11-20-0-410.00 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 0.27 0.18 0.15 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: 66 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 3-7: 2x4 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 18-11-10. (lb) - Max Horz 1=-147(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-176(LC 10), 6=-176(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=348(LC 20), 9=524(LC 17), 6=524(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-348/229, 4-6=-348/229 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=176, 6=176. 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 1802661A_ZURICH Truss V03 Truss Type Valley Qty 1 Ply 1 1802661A Job Reference (optional) I35041687 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:16:09 2018 Page 1 84 Components, Franklin, IN - 46131, ID:MXH?xRxnwjvDbhOq0DsD6byX4Go-SkXB1urZrtp1FPuxLeXASzPjFWM?POTmeLUt4KyQuR4 Scale = 1:45.1 1 2 3 4 5 9 8 7 610113x4 4x4 3x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-5 0-0-5 16-7-7 16-7-2 8-3-12 8-3-12 16-7-7 8-3-12 0-0-46-11-20-0-410.00 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 0.18 0.15 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: 57 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 16-6-14. (lb) - Max Horz 1=128(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-150(LC 10), 6=-150(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=350(LC 20), 9=429(LC 17), 6=429(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-295/196, 4-6=-295/195 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=150, 6=150. 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 1802661A_ZURICH Truss V04 Truss Type Valley Qty 1 Ply 1 1802661A Job Reference (optional) I35041688 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:16:10 2018 Page 1 84 Components, Franklin, IN - 46131, ID:MXH?xRxnwjvDbhOq0DsD6byX4Go-ww4ZFEsBcBxusZT7vL2P?Byudvj18sAwt?EQcmyQuR3 Scale = 1:36.9 1 2 3 4 5 8 7 6 3x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-5 0-0-5 14-2-10 14-2-6 7-1-5 7-1-5 14-2-10 7-1-5 0-0-45-11-20-0-410.00 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 0.14 0.10 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 47 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 14-2-1. (lb) - Max Horz 1=-108(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-130(LC 10), 6=-129(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=333(LC 17), 6=332(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-257/171, 4-6=-256/171 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 except (jt=lb) 8=130, 6=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 1802661A_ZURICH Truss V05 Truss Type Valley Qty 1 Ply 1 1802661A Job Reference (optional) I35041689 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:16:11 2018 Page 1 84 Components, Franklin, IN - 46131, ID:MXH?xRxnwjvDbhOq0DsD6byX4Go-O7exSZspNV3kUj2KS3ZeXOV3qJ3BtK136fzz9DyQuR2 Scale = 1:30.7 1 2 3 4 5 8 7 63x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-5 0-0-5 11-9-14 11-9-9 5-10-15 5-10-15 11-9-14 5-10-15 0-0-44-11-20-0-410.00 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 0.17 0.10 0.06 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: 37 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 11-9-4. (lb) - Max Horz 1=-89(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-138(LC 10), 6=-138(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=330(LC 17), 6=330(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-264/177, 4-6=-264/177 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=138, 6=138. 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 1802661A_ZURICH Truss V06 Truss Type Valley Qty 1 Ply 1 1802661A Job Reference (optional) I35041690 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:16:12 2018 Page 1 84 Components, Franklin, IN - 46131, ID:MXH?xRxnwjvDbhOq0DsD6byX4Go-sJCKfvtR8oBb6tcW0m4t4c1CTjOZcnLDLJjXhfyQuR1 Scale = 1:25.8 1 2 3 42x4 4x4 2x4 1.5x4 0-0-5 0-0-5 9-5-1 9-4-12 4-8-8 4-8-8 9-5-1 4-8-8 0-0-43-11-20-0-410.00 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 0.31 0.16 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 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.(lb/size) 1=200/9-4-7, 3=200/9-4-7, 4=290/9-4-7 Max Horz 1=69(LC 7) Max Uplift 1=-31(LC 10), 3=-40(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 1802661A_ZURICH Truss V07 Truss Type Valley Qty 1 Ply 1 1802661A Job Reference (optional) I35041691 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:16:13 2018 Page 1 84 Components, Franklin, IN - 46131, ID:MXH?xRxnwjvDbhOq0DsD6byX4Go-KVmitFu3v6JSj1BiaUb6cpaPg7l_LE?MZzS4D5yQuR0 Scale = 1:20.0 1 2 3 4 2x4 4x4 2x4 1.5x4 0-0-5 0-0-5 7-0-4 6-11-15 3-6-2 3-6-2 7-0-4 3-6-2 0-0-42-11-20-0-410.00 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 0.15 0.08 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: 20 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.(lb/size) 1=144/6-11-10, 3=144/6-11-10, 4=209/6-11-10 Max Horz 1=-50(LC 6) Max Uplift 1=-22(LC 10), 3=-29(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 1802661A_ZURICH Truss V08 Truss Type Valley Qty 1 Ply 1 1802661A Job Reference (optional) I35041692 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 10:16:14 2018 Page 1 84 Components, Franklin, IN - 46131, ID:MXH?xRxnwjvDbhOq0DsD6byX4Go-ohK44bvigQRJLBmv8B6L917cyX504hTWodCdlYyQuR? Scale = 1:12.4 1 2 3 4 2x4 4x4 2x4 1.5x4 4-7-2 4-7-2 4-7-7 0-0-5 2-3-12 2-3-12 4-7-7 2-3-12 0-0-41-11-20-0-410.00 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 0.05 0.03 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 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 4-7-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=88/4-6-14, 3=88/4-6-14, 4=128/4-6-14 Max Horz 1=-31(LC 6) Max Uplift 1=-14(LC 10), 3=-18(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 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. GENEVAA1DA1CA1CA1CA1CA1AA1BA1BA1A1 A1A1A1A1A1A1A1A1A1EP1A P1 P1B U1G T1 T1 HAHBHAHBJA JA JA JA JBJBE1 E1A E1B E1C E1D Q1 W1 AB1 I1 K1 N1 R1 Y1 AC1X1 UndesignedUndesigned3-00-0046-02-004-00-0053-02-007-07-0841-06-084-00-0053-02-0010-03-08 4-04-00 19-05-00 34-03-08 9-00-00 25-03-08 34-03-08 9-06-08 6-05-00IMPORTANT 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#: 1802659A PO#: Date: 10/19/2018 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. 2413.42 SF 88.85 LF 182.5 LF 17.31 LF 73.66 LF 75.41 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.DREESGENEVA,ROOF TRUSS PLACEMENT PLAN1802659A1850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-0916