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HomeMy WebLinkAboutWF LOT 58 TRUSS DRAWINGS16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Timberland Home Center-Brazil, IN. July 31,2019 Liu, Xuegang Pages or sheets covered by this seal: I37998674 thru I37998843 My license renewal date for the state of Indiana is July 31, 2020. 19-3701A WF58 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 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. Job 19-3701A Truss A1 Truss Type Common Qty 2 Ply 1 WF58 Job Reference (optional) I37998674 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:40:01 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-QpvErH?EBOTeh4GO22bszqCnffabS9k?q1OBtsysXJy Scale = 1:75.5 1 2 3 4 5 6 7 8 9 12 11 10 21 22 23 24 25 26 27 28 29 30 31 32 3x4 4x6 5x12 MT20HS 5x6 4x4 3x4 5x6 3x4 2x4 5x12 MT20HS 5x6 7-5-3 7-5-3 14-6-13 7-1-11 22-0-0 7-5-3 -1-0-0 1-0-0 5-7-12 5-7-12 11-0-0 5-4-4 16-4-4 5-4-4 22-0-0 5-7-12 1-1-012-1-01-1-012.00 12 Plate Offsets (X,Y)-- [2:0-7-13,0-0-2], [7:0-3-0,0-3-0], [9:0-7-13,0-0-2] 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-MS 0.44 0.46 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.19 0.03 (loc) 10-12 10-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 120 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 2-6-0, Right 2x8 SP No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=941/0-3-8, 9=879/0-3-8 Max Horz 2=226(LC 11) Max Uplift 2=-49(LC 14), 9=-41(LC 14) Max Grav 2=994(LC 24), 9=947(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1021/105, 4-6=-964/225, 6-7=-966/230, 7-9=-1023/107 BOT CHORD 2-12=-98/778, 10-12=-4/532, 9-10=-13/686 WEBS 6-10=-181/578, 7-10=-301/256, 6-12=-183/575, 4-12=-301/257 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 22-0-0 zone; cantilever 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 9. This connection is for uplift only and does not consider lateral forces. July 31,2019 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 19-3701A Truss B1 Truss Type Piggyback Base Qty 1 Ply 1 WF58 Job Reference (optional) I37998675 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:40:03 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-MB0_Gz1Uj?kMxNQm9TdK2FH3vSFaw2WIILtIykysXJw Scale = 1:84.4 1 2 3 4 5 6 7 8 9 10 11 12 13 1415 21 20 19 18 17 16 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 5x10 6x8 3x6 5x8 3x6 5x12 MT20HS 5x6 3x6 5x12 MT20HS 2x4 5x8 5x10 4x4 3x4 3x10 3x4 3x4 2x4 7-6-6 7-6-6 14-9-3 7-2-13 22-0-0 7-2-13 27-1-12 5-1-12 36-6-0 9-4-4 -1-0-0 1-0-0 5-9-4 5-9-4 11-3-0 5-5-12 16-7-8 5-4-8 22-0-0 5-4-8 27-1-12 5-1-12 31-8-2 4-6-6 36-6-0 4-9-14 37-8-12 1-2-12 1-1-012-4-00-11-122-0-012-4-012.00 12 Plate Offsets (X,Y)-- [2:0-7-13,0-0-2], [4:0-2-0,0-0-0], [5:0-4-12,0-3-4], [5:0-0-0,0-1-12], [6:0-6-4,0-1-12], [10:0-6-4,0-1-12], [17:0-2-4,0-2-0], [18:0-3-8,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-MS 0.65 0.55 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.35 -0.02 (loc) 16-28 16-28 2 l/defl >999 >500 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 223 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 2-6-0, Right 2x6 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 4-0-15 oc bracing: 17-18. 1 Row at midpt 9-17 WEBS 1 Row at midpt 6-19, 7-17, 10-17 REACTIONS.(lb/size)2=921/0-3-8, 18=1491/0-3-8, 14=641/0-3-0 Max Horz 2=-225(LC 12) Max Uplift 2=-68(LC 14), 18=-103(LC 11), 14=-83(LC 15) Max Grav 2=1194(LC 33), 18=2082(LC 32), 14=939(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1235/126, 4-6=-1173/257, 6-7=-435/185, 10-12=-580/151, 12-14=-729/113 BOT CHORD 2-21=-134/913, 19-21=-77/541, 17-18=-2020/141, 9-17=-663/125, 16-17=0/331, 14-16=0/514 WEBS 4-21=-527/265, 6-21=-192/798, 6-19=-396/99, 7-19=-3/513, 17-19=-69/476, 7-17=-919/103, 10-17=-642/36, 10-16=-41/598, 12-16=-423/181 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-7-13, Interior(1) 2-7-13 to 11-3-0, Exterior(2) 11-3-0 to 16-7-12, Interior(1) 16-7-12 to 27-1-12, Exterior(2) 27-1-12 to 32-3-11, Interior(1) 32-3-11 to 37-8-12 zone; cantilever 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2, 18, and 14. This connection is for uplift only and does not consider lateral forces. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss B2 Truss Type Piggyback Base Qty 2 Ply 1 WF58 Job Reference (optional) I37998676 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:40:05 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-Ia8khe2kEd_4Aha9Hufo7gMPUGwAOypbleMP0dysXJu Scale = 1:74.0 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 21 22 23 24 25 26 27 28 29 30 31 32 3x4 6x8 4x4 6x8 2x4 5x10 5x6 4x4 3x4 2x4 8x8 3x4 2x4 3x10 3x4 3x6 7-6-5 7-6-5 14-9-3 7-2-14 21-10-4 7-1-1 22-0-0 0-1-12 29-9-8 7-9-8 5-9-4 5-9-4 11-3-0 5-5-12 16-7-8 5-4-8 22-0-0 5-4-8 27-1-12 5-1-12 29-9-8 2-7-12 1-1-012-4-07-8-42-0-012-4-012.00 12 Plate Offsets (X,Y)-- [1:0-6-13,0-0-2], [5:0-6-4,0-1-12], [7:0-2-0,Edge], [9:0-6-4,0-1-12], [12:0-2-12,Edge], [13:Edge,0-1-8] 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-MS 0.64 0.61 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.41 -0.02 (loc) 11-12 11-12 1 l/defl >451 >230 n/a L/d 240 180 n/a PLATES MT20 Weight: 198 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 4-2-14 oc bracing. Except: 1 Row at midpt 8-12 WEBS 1 Row at midpt 5-14, 6-12, 9-12, 9-11 REACTIONS.(lb/size)1=855/0-3-8, 13=1259/0-3-8, 11=258/0-3-8 Max Horz 1=298(LC 14) Max Uplift 1=-24(LC 14), 13=-97(LC 11), 11=-68(LC 14) Max Grav 1=1132(LC 32), 13=1896(LC 31), 11=338(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1238/81, 3-5=-1169/220, 5-6=-409/136 BOT CHORD 1-16=-246/854, 14-16=-115/478, 12-13=-1835/140, 8-12=-660/123 WEBS 3-16=-532/268, 5-16=-196/806, 5-14=-404/127, 6-14=-5/529, 12-14=-74/437, 6-12=-924/86 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-3-0, Exterior(2) 11-3-0 to 15-5-15, Interior(1) 15-5-15 to 27-1-12, Exterior(2) 27-1-12 to 29-7-12 zone; cantilever 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) 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1, 13, and 11. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss C1 Truss Type GABLE Qty 1 Ply 1 WF58 Job Reference (optional) I37998677 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:40:06 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-mmi7v_3N?w6xor9LqbA1gtvi5gNt7Uhk_I6yZ3ysXJt Scale = 1:52.8 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 2x4 3x4 4x4 3x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-3-8 14-3-8 -1-0-0 1-0-0 7-1-12 7-1-12 14-3-8 7-1-12 15-3-8 1-0-0 1-1-08-2-121-1-012.00 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-R 0.14 0.07 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 11 10 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 78 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 14-3-8. (lb) - Max Horz 21=-158(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 12, 18, 19, 15, 14 except 21=-120(LC 10), 20=-155(LC 14), 13=-146(LC 15) Max Grav All reactions 250 lb or less at joint(s) 21, 12, 16, 18, 19, 20, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 7-1-12, Corner(3) 7-1-12 to 10-1-12, Exterior(2) 10-1-12 to 15-3-8 zone; cantilever 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 12.0 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 18, 19, 15, 14 except (jt=lb) 21=120, 20=155, 13=146. July 31,2019 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 19-3701A Truss C2 Truss Type Common Qty 2 Ply 1 WF58 Job Reference (optional) I37998678 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:40:07 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-EzGV6K4?mEEoP?kYOJhGC5So23cqszMtDyrW5VysXJs Scale = 1:53.7 1 2 3 4 5 6 7 8 17 18 19 20 21 22 23 24 5x12 MT20HS 5x6 5x8 4x6 5x12 MT20HS 5x6 7-1-12 7-1-12 14-3-8 7-1-12 -1-0-0 1-0-0 7-1-12 7-1-12 14-3-8 7-1-12 15-3-8 1-0-0 1-1-08-2-121-1-012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:0-8-1,Edge], [8:0-4-0,0-3-4] 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-MS 0.51 0.53 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.12 -0.16 0.07 (loc) 8-11 8-11 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 67 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 2-6-0, Right 2x8 SP No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=632/0-3-8, 6=632/0-3-8 Max Horz 2=-158(LC 12) Max Uplift 2=-37(LC 14), 6=-37(LC 15) Max Grav 2=677(LC 24), 6=677(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-625/124, 4-6=-625/124 BOT CHORD 2-8=0/411, 6-8=0/411 WEBS 4-8=0/410 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-1-12, Exterior(2) 7-1-12 to 10-1-12, Interior(1) 10-1-12 to 15-3-8 zone; cantilever 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 6. This connection is for uplift only and does not consider lateral forces. July 31,2019 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 19-3701A Truss D1 Truss Type Piggyback Base Qty 1 Ply 1 WF58 Job Reference (optional) I37998679 8.220 s Mar 22 2019 MiTek Industries, Inc. Wed Jul 31 14:26:53 2019 Page 1 ID:?STbUYTTIpiDv1b3ymQJzKyt_81-bm5_jteb_wKnlwMjMdZbxafDEBDZJtovSWZ?bsysWe0 Scale = 1:92.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 15 2930 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 3x8 7x10 MT18HS 6x6 5x10 MT18HS 6x6 4x12 6x12 5x9 WB 4x6 4x6 2x4 4x6 6x10 2x8 2x8 10x20 MT18HS 2x4 4x6 5x9 6x10 4x6 6x10 4x16 4x6 6x12 0-9-8 0-9-8 2-5-13 1-8-5 4-9-8 2-3-11 12-11-6 8-1-14 21-1-3 8-1-14 28-1-0 6-11-13 30-4-8 2-3-8 36-11-10 6-7-2 42-4-8 5-4-14 43-8-0 1-3-8 44-8-0 1-0-0 -1-0-0 1-0-0 0-9-8 0-9-8 2-5-13 1-8-5 4-9-8 2-3-11 9-7-1 4-9-9 17-7-1 8-0-0 21-1-3 3-6-2 28-1-0 6-11-13 30-4-8 2-3-8 31-6-13 1-2-5 36-11-10 5-4-14 42-4-8 5-4-14 43-8-0 1-3-8 44-8-0 1-0-0 0-11-08-10-1411-10-00-11-02-0-01-0-01-0-011-10-010.00 12 6.00 12 Plate Offsets (X,Y)-- [5:0-7-0,0-2-0], [6:0-2-12,0-3-4], [7:0-7-4,0-2-4], [9:0-2-4,0-1-8], [10:0-4-0,0-1-12], [11:0-5-0,0-3-4], [12:0-5-5,Edge], [15:0-8-4,Edge], [15:0-1-12,0-0-0], [16:0-1-12,0-0-0], [20:0-3-8,0-3-4], [23:0-6-12,0-3-0], [28:0-9-6,0-1-7] 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-MS 0.94 0.84 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.71 0.51 (loc) 23-24 23-24 15 l/defl >999 >741 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 286 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5,1-3: 2x4 SPF-S 1650F 1.6E, 5-6: 2x6 SP No.1 7-10: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 25-27,18-20,23-25: 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF No.2 *Except* 2-28: 2x10 SP No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-6, 7-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 22-23,21-22. 1 Row at midpt 8-23 2 Rows at 1/3 pts 9-20 WEBS 1 Row at midpt 6-26, 6-24, 8-24 REACTIONS.(lb/size)28=1850/0-9-8, 15=1764/0-3-8 Max Horz 28=223(LC 13) Max Uplift 28=-140(LC 14), 15=-53(LC 15) Max Grav 28=2248(LC 37), 15=2086(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-30=-4292/335, 30-31=-4107/344, 3-31=-4068/349, 3-4=-4051/357, 4-32=-4307/511, 5-32=-4142/524, 5-33=-2947/252, 33-34=-2947/252, 34-35=-2947/252, 35-36=-2947/252, 6-36=-2947/252, 6-7=-3373/331, 7-37=-2585/287, 37-38=-2585/287, 38-39=-2585/287, 39-40=-2585/287, 8-40=-2585/287, 8-9=-2411/283, 9-10=-1982/265, 10-41=-2906/390, 41-42=-2969/372, 11-42=-3129/363, 11-43=-3640/406, 43-44=-3816/390, 44-45=-3823/390, 12-45=-3960/383, 12-13=-3634/256, 13-14=-1626/118, 2-28=-2306/257, 14-15=-1971/140 BOT CHORD 27-28=-262/423, 27-46=-159/2415, 46-47=-159/2415, 26-47=-159/2415, 26-48=-138/3551, 25-48=-138/3551, 25-49=-138/3551, 24-49=-138/3551, 24-50=-18/2426, 23-50=-18/2426, 8-23=-1060/195, 9-20=-1838/122, 20-51=0/1857, 51-52=0/1857, 19-52=0/1857, 18-19=-74/2239, 12-18=-449/200 WEBS 4-27=-508/210, 5-27=-331/1828, 5-26=0/1211, 6-26=-1048/128, 6-24=-2042/263, 7-24=-111/1751, 8-24=-84/328, 9-23=-142/2105, 10-19=-234/1159, 11-19=-875/292, 11-18=-196/1029, 10-20=-82/999, 13-16=-2001/122, 16-18=-68/1491, 13-18=-123/1713, 14-16=-75/1334, 20-23=0/2227, 2-27=-155/3045 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-5-10, Interior(1) 3-5-10 to 9-7-1, Exterior(2) 9-7-1 to 14-0-10, Interior(1) 14-0-10 to 21-1-3, Exterior(2) 21-1-3 to 25-6-13, Interior(1) 25-6-13 to 31-6-13, Exterior(2) 31-6-13 to 36-0-6, Interior(1) 36-0-6 to 44-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding.Continued on page 2 Timberland Home Center, Brazil, IN - 47834, July 31,2019 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 19-3701A Truss D1 Truss Type Piggyback Base Qty 1 Ply 1 WF58 Job Reference (optional) I37998679 8.220 s Mar 22 2019 MiTek Industries, Inc. Wed Jul 31 14:26:53 2019 Page 2 ID:?STbUYTTIpiDv1b3ymQJzKyt_81-bm5_jteb_wKnlwMjMdZbxafDEBDZJtovSWZ?bsysWe0 NOTES- 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Bearing at joint(s) 28 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 140 lb uplift at joint 28 and 53 lb uplift at joint 15. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Timberland Home Center, Brazil, IN - 47834, 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 19-3701A Truss D2 Truss Type Piggyback Base Qty 1 Ply 1 WF58 Job Reference (optional) I37998680 8.220 s Mar 22 2019 MiTek Industries, Inc. Wed Jul 31 14:28:01 2019 Page 1 Timberland Home Center, , Brazil, IN - 47834 ID:?STbUYTTIpiDv1b3ymQJzKyt_81-crCh_7TFzpu8vNZoLvnYhvUp0bPpFdlv551bzwysWcy Scale = 1:93.6 1 2 3 4 5 6 7 8 9 10 11 12 13 27 26 25 24 23 22 21 20 19 18 17 16 15 14 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 3x6 6x6 7x12 7x10 MT18HS 5x6 4x9 6x10 4x9 2x8 4x6 2x4 6x8 6x10 6x12 2x8 2x4 10x20 MT18HS 3x8 4x9 4x6 6x12 4x6 6x10 4x12 4x6 0-9-8 0-9-8 4-9-8 4-0-0 11-11-14 7-2-6 19-11-14 8-0-0 28-1-0 8-1-2 30-4-8 2-3-8 36-11-10 6-7-2 42-4-8 5-4-14 43-8-0 1-3-8 44-8-0 1-0-0 4-9-8 4-9-8 11-11-14 7-2-6 19-11-14 8-0-0 21-1-3 1-1-6 28-1-0 6-11-13 30-4-8 2-3-8 31-6-13 1-2-5 36-11-10 5-4-14 42-4-8 5-4-14 43-8-0 1-3-8 44-8-0 1-0-0 0-11-010-10-1411-10-00-11-02-0-01-0-01-0-011-10-010.00 12 6.00 12 Plate Offsets (X,Y)-- [1:0-5-12,0-1-12], [4:0-0-1,0-0-0], [5:0-5-0,0-5-4], [6:0-7-0,0-2-0], [9:0-3-0,0-2-1], [10:0-5-0,0-3-4], [11:0-5-5,Edge], [14:0-1-12,0-0-0], [15:0-1-12,0-0-0], [19:0-3-4,0-3-0], [22:0-4-8,0-3-0], [23:0-2-4,0-1-8], [27:0-6-6,0-1-7] 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-MS 1.00 0.94 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -0.80 0.52 (loc) 22-23 22-23 14 l/defl >999 >661 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 294 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SP 2400F 2.0E, 4-5: 2x6 SP No.1, 6-9: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 22-24: 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF No.2 *Except* 1-27: 2x10 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-7-9 max.): 4-5, 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 25-26 6-0-0 oc bracing: 21-22,20-21. 1 Row at midpt 7-22 2 Rows at 1/3 pts 8-19 WEBS 1 Row at midpt 2-25, 5-25, 5-23, 6-22 REACTIONS.(lb/size)27=1765/0-9-8, 14=1765/0-3-8 Max Horz 27=-209(LC 10) Max Uplift 27=-116(LC 14), 14=-53(LC 15) Max Grav 27=2073(LC 36), 14=2050(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-28=-4357/362, 28-29=-4134/374, 2-29=-4121/378, 2-3=-2946/230, 3-30=-2893/240, 30-31=-2889/246, 4-31=-2816/264, 4-32=-2240/256, 32-33=-2240/256, 33-34=-2240/256, 5-34=-2240/256, 5-6=-3654/382, 6-35=-2496/289, 35-36=-2496/289, 36-37=-2497/288, 7-37=-2497/288, 7-8=-2483/288, 8-9=-2038/271, 9-38=-2836/389, 38-39=-2896/371, 10-39=-3055/362, 10-40=-3587/402, 40-41=-3763/386, 41-42=-3769/385, 11-42=-3907/378, 11-12=-3594/252, 12-13=-1479/107, 1-27=-2069/211, 13-14=-1912/134 BOT CHORD 26-27=-235/310, 25-26=-369/3238, 24-25=-44/2938, 24-43=-44/2938, 43-44=-44/2938, 23-44=-44/2938, 23-45=-47/2696, 45-46=-47/2696, 22-46=-47/2696, 7-22=-786/156, 8-19=-1911/119, 19-47=0/1909, 47-48=0/1909, 18-48=0/1909, 17-18=-78/2194, 11-17=-431/196 WEBS 2-26=-59/942, 2-25=-1415/299, 4-25=-11/1268, 5-25=-1056/144, 5-23=-1895/305, 6-23=-202/2092, 6-22=-377/95, 8-22=-133/2155, 9-18=-231/1135, 10-18=-855/288, 10-17=-198/1035, 9-19=-83/1027, 19-22=0/2308, 1-26=-232/3277, 12-15=-1843/112, 13-15=-69/1260, 15-17=-55/1269, 12-17=-120/1705 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-10 to 4-11-4, Interior(1) 4-11-4 to 11-11-14, Exterior(2) 11-11-14 to 16-5-7, Interior(1) 16-5-7 to 21-1-3, Exterior(2) 21-1-3 to 25-6-13, Interior(1) 25-6-13 to 31-6-13, Exterior(2) 31-6-13 to 36-0-6, Interior(1) 36-0-6 to 44-6-4 zone; cantilever 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 July 31,2019 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 19-3701A Truss D2 Truss Type Piggyback Base Qty 1 Ply 1 WF58 Job Reference (optional) I37998680 8.220 s Mar 22 2019 MiTek Industries, Inc. Wed Jul 31 14:28:01 2019 Page 2 Timberland Home Center, , Brazil, IN - 47834 ID:?STbUYTTIpiDv1b3ymQJzKyt_81-crCh_7TFzpu8vNZoLvnYhvUp0bPpFdlv551bzwysWcy NOTES- 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) Bearing at joint(s) 27 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 27 and 53 lb uplift at joint 14. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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 19-3701A Truss D3 Truss Type Piggyback Base Qty 1 Ply 1 WF58 Job Reference (optional) I37998681 8.220 s Mar 22 2019 MiTek Industries, Inc. Wed Jul 31 14:28:14 2019 Page 1 Timberland Home Center, , Brazil, IN - 47834 ID:?STbUYTTIpiDv1b3ymQJzKyt_81-kLUcjadPvpXIzN3Ic8WbjfW5YruxoVlq4dhnwgysWcl Scale = 1:91.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 15 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 3x6 5x10 MT18HS 3x6 6x6 4x9 6x12 4x9 2x8 4x6 2x4 6x8 6x12 6x12 2x8 2x4 10x20 MT18HS 2x4 4x9 4x9 3x8 2x4 6x12 4x6 6x10 4x16 4x6 0-9-8 0-9-8 4-9-8 4-0-0 13-1-3 8-3-11 20-8-15 7-7-12 28-4-11 7-7-12 30-4-8 1-11-13 36-11-10 6-7-2 42-4-8 5-4-14 43-8-0 1-3-8 44-8-0 1-0-0 4-9-8 4-9-8 8-11-6 4-1-14 13-1-3 4-1-14 20-8-15 7-7-12 28-4-11 7-7-12 30-4-8 1-11-13 31-6-13 1-2-5 36-11-10 5-4-14 42-4-8 5-4-14 43-8-0 1-3-8 44-8-0 1-0-0 0-11-011-10-00-11-02-0-01-0-01-0-011-10-010.00 12 6.00 12 Plate Offsets (X,Y)-- [5:0-7-4,0-2-4], [10:0-4-0,0-1-12], [11:0-5-0,0-3-4], [12:0-5-5,Edge], [15:0-1-12,0-0-0], [16:0-1-12,0-0-0], [20:0-5-8,0-2-4], [23:0-3-12,0-3-0], [28:0-6-6,0-1-7] 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-MS 0.82 0.75 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.76 0.51 (loc) 23-24 23-24 15 l/defl >999 >701 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 282 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6,6-10: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF-S 1650F 1.6E *Except* 27-28,21-22,12-17,15-17: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-28: 2x10 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-4-7 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 22-23,21-22,20-21. 1 Row at midpt 8-23, 9-20 WEBS 1 Row at midpt 7-26, 7-23 REACTIONS.(lb/size)28=1765/0-9-8, 15=1765/0-3-8 Max Horz 28=-209(LC 10) Max Uplift 28=-51(LC 14), 15=-53(LC 15) Max Grav 28=2033(LC 32), 15=2030(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-29=-4233/251, 2-29=-4122/264, 2-30=-4285/382, 30-31=-4160/383, 3-31=-4151/391, 3-4=-4023/401, 4-5=-2795/286, 5-32=-2139/259, 6-32=-2139/259, 6-7=-2139/259, 7-33=-2481/282, 33-34=-2481/282, 8-34=-2481/282, 8-9=-2463/282, 9-10=-2057/269, 10-11=-3038/401, 11-35=-3539/409, 35-36=-3643/398, 36-37=-3715/393, 37-38=-3722/392, 12-38=-3859/386, 12-13=-3554/261, 13-14=-1465/111, 1-28=-2051/178, 14-15=-1894/139 BOT CHORD 27-28=-251/347, 27-39=-218/2369, 39-40=-218/2369, 26-40=-218/2369, 25-26=-154/2765, 24-25=-154/2765, 24-41=-154/2765, 23-41=-154/2765, 8-23=-742/150, 9-20=-2113/183, 20-42=-26/1922, 42-43=-26/1922, 19-43=-26/1922, 18-19=-78/2173, 12-18=-426/195 WEBS 2-27=-417/197, 4-27=-264/1707, 4-26=-857/215, 5-26=-80/1395, 7-26=-1012/174, 7-24=0/431, 7-23=-497/119, 9-23=-202/2330, 10-19=-235/1154, 11-19=-873/292, 11-18=-195/1018, 1-27=-128/3117, 20-23=-32/2404, 10-20=-123/1072, 13-16=-1820/117, 16-18=-57/1248, 13-18=-124/1686, 14-16=-73/1248 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-10 to 4-11-4, Interior(1) 4-11-4 to 13-1-3, Exterior(2) 13-1-3 to 19-5-0, Interior(1) 19-5-0 to 31-6-13, Exterior(2) 31-6-13 to 37-10-10, Interior(1) 37-10-10 to 44-6-4 zone; cantilever 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 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) Bearing at joint(s) 28 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 28 and 53 lb uplift at joint 15.Continued on page 2 July 31,2019 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 19-3701A Truss D3 Truss Type Piggyback Base Qty 1 Ply 1 WF58 Job Reference (optional) I37998681 8.220 s Mar 22 2019 MiTek Industries, Inc. Wed Jul 31 14:28:14 2019 Page 2 Timberland Home Center, , Brazil, IN - 47834 ID:?STbUYTTIpiDv1b3ymQJzKyt_81-kLUcjadPvpXIzN3Ic8WbjfW5YruxoVlq4dhnwgysWcl NOTES- 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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 19-3701A Truss D4 Truss Type Piggyback Base Qty 1 Ply 1 WF58 Job Reference (optional) I37998682 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:40:21 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-qf6o27FnTX?p59oEDFyYn217PjOw87RxR8EFbhysXJe Scale = 1:82.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 3x6 5x6 3x6 6x8 3x6 5x8 8x8 4x6 3x4 3x4 6x18 2x4 4x8 4x8 3x4 3x4 3x4 8x10 2x4 5x10 5x10 4x6 0-9-8 0-9-8 4-9-8 4-0-0 13-1-3 8-3-11 21-7-4 8-6-1 30-1-5 8-6-1 37-11-10 7-10-5 44-8-0 6-8-6 4-9-8 4-9-8 8-11-6 4-1-14 13-1-3 4-1-14 18-9-4 5-8-1 24-5-5 5-8-1 30-1-5 5-8-1 31-6-13 1-5-8 37-11-10 6-4-14 44-8-0 6-8-6 0-11-011-10-00-11-02-0-011-10-010.00 12 6.00 12 Plate Offsets (X,Y)-- [1:0-3-12,0-2-4], [5:0-3-0,0-2-1], [10:0-6-4,0-2-0], [14:Edge,0-0-0], [15:0-7-8,0-3-0], [17:0-3-12,Edge], [21:0-5-4,Edge], [22:0-5-14,0-1-3] 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-MS 0.71 0.55 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.67 0.37 (loc) 17-18 17-18 14 l/defl >999 >797 n/a L/d 240 180 n/a PLATES MT20 Weight: 278 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 5-7,7-10: 2x4 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E *Except* 21-22,9-16,15-16: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-22: 2x10 SP No.2 SLIDER Right 2x6 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-14 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-13 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. 1 Row at midpt 9-17 WEBS 1 Row at midpt 6-20, 8-18, 8-17, 10-15 REACTIONS.(lb/size)22=1771/0-9-8, 14=1771/0-3-8 Max Horz 22=-211(LC 10) Max Uplift 22=-51(LC 14), 14=-54(LC 15) Max Grav 22=2040(LC 32), 14=2035(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4244/262, 2-4=-4287/398, 4-5=-2809/286, 5-6=-2145/258, 6-8=-2710/280, 8-9=-2317/271, 9-10=-2305/272, 10-12=-2637/371, 12-14=-2638/224, 1-22=-2064/178 BOT CHORD 21-22=-250/362, 20-21=-218/2381, 18-20=-163/2653, 17-18=-129/2715, 9-17=-426/129, 14-15=-86/1917 WEBS 2-21=-403/196, 4-21=-262/1683, 4-20=-863/217, 5-20=-93/1458, 6-20=-1012/180, 6-18=-22/321, 8-17=-765/153, 15-17=-18/2099, 10-17=-177/1838, 10-15=-559/305, 12-15=-592/282, 1-21=-126/3108 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-10 to 4-11-4, Interior(1) 4-11-4 to 13-1-3, Exterior(2) 13-1-3 to 19-5-0, Interior(1) 19-5-0 to 31-6-13, Exterior(2) 31-6-13 to 37-11-10, Interior(1) 37-11-10 to 44-8-0 zone; cantilever 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) 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) Bearing at joint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 14. This connection is for uplift only and does not consider lateral forces. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss E1 Truss Type Piggyback Base Qty 3 Ply 1 WF58 Job Reference (optional) I37998683 8.220 s Mar 22 2019 MiTek Industries, Inc. Wed Jul 31 14:31:37 2019 Page 1 Timberland Home Center, , Brazil, IN - 47834 ID:?STbUYTTIpiDv1b3ymQJzKyt_81-HOFLK_4l5B6UqZ4J?HfCRTQm4gEusICimiM1YPysWZa Scale = 1:78.5 1 2 3 4 5 67 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 3x6 5x6 6x10 3x8 MT18HS 4x6 3x10 6x8 4x6 2x4 3x4 2x4 3x10 3x8 3x4 4x9 6x10 4x6 4x16 4x12 5x6 0-9-8 0-9-8 4-9-8 4-0-0 13-9-11 9-0-3 22-9-13 9-0-2 31-10-0 9-0-3 35-10-10 4-0-10 40-6-0 4-7-6 4-9-8 4-9-8 8-11-6 4-1-14 13-1-3 4-1-14 19-3-1 6-1-14 25-4-15 6-1-14 31-6-13 6-1-14 35-10-10 4-3-14 40-6-0 4-7-6 0-11-011-10-04-4-112-0-011-10-010.00 12 6.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-1], [7:0-0-0,0-1-12], [7:0-2-4,0-3-0], [9:0-4-10,0-1-10], [10:0-3-0,0-1-12], [12:0-3-0,0-1-12], [13:Edge,0-1-8], [16:0-3-8,0-2-8], [20:0-5-4,0-2-8], [21:0-5-0,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-MS 0.84 0.52 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.60 0.29 (loc) 16-17 19-20 13 l/defl >999 >806 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 256 lb FT = 20% GRIP 197/144 244/190 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 9-12: 2x4 SP DSS, 7-9: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 18-20,16-18: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 1-21: 2x10 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-7 oc purlins, except end verticals, and 2-0-0 oc purlins (2-7-9 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. WEBS 1 Row at midpt 6-19, 6-17, 8-16, 11-14 REACTIONS.(lb/size)21=1599/0-9-8, 13=1599/0-3-8 Max Horz 21=199(LC 11) Max Uplift 21=-49(LC 14), 13=-22(LC 15) Max Grav 21=1840(LC 32), 13=1864(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-3805/291, 22-23=-3694/295, 2-23=-3609/304, 2-24=-3859/418, 3-24=-3733/427, 3-4=-3597/437, 4-5=-2444/267, 5-25=-1932/248, 25-26=-1932/248, 6-26=-1932/248, 6-7=-2261/254, 7-8=-2261/254, 8-27=-653/119, 27-28=-653/119, 9-28=-653/119, 9-10=-704/130, 10-11=-2013/244, 11-29=-1252/141, 29-30=-1281/139, 30-31=-1301/127, 12-31=-1344/124, 1-21=-1856/196, 12-13=-1824/165 BOT CHORD 20-21=-262/316, 20-32=-223/2105, 32-33=-223/2105, 19-33=-223/2105, 19-34=-174/2302, 18-34=-174/2302, 18-35=-174/2302, 17-35=-174/2302, 17-36=-136/2176, 36-37=-136/2176, 16-37=-136/2176, 10-16=-50/831 WEBS 2-20=-420/196, 4-20=-309/1605, 4-19=-831/228, 5-19=-77/1217, 6-19=-746/184, 8-17=0/462, 8-16=-1145/170, 14-16=-39/1134, 11-16=-84/927, 11-14=-1346/125, 12-14=-66/1353, 1-20=-160/2786, 8-10=-1008/143 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-10 to 4-5-4, Interior(1) 4-5-4 to 13-1-3, Exterior(2) 13-1-3 to 18-9-15, Interior(1) 18-9-15 to 31-6-13, Exterior(2) 31-6-13 to 37-3-8, Interior(1) 37-3-8 to 40-4-4 zone; cantilever 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 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) Bearing at joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 21. Continued on page 2 July 31,2019 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 19-3701A Truss E1 Truss Type Piggyback Base Qty 3 Ply 1 WF58 Job Reference (optional) I37998683 8.220 s Mar 22 2019 MiTek Industries, Inc. Wed Jul 31 14:31:37 2019 Page 2 Timberland Home Center, , Brazil, IN - 47834 ID:?STbUYTTIpiDv1b3ymQJzKyt_81-HOFLK_4l5B6UqZ4J?HfCRTQm4gEusICimiM1YPysWZa NOTES- 10) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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 19-3701A Truss F1 Truss Type Piggyback Base Qty 1 Ply 1 WF58 Job Reference (optional) I37998684 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:40:25 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-jQLIuUIHXmVEZm6?S40UxuBlpKhK4w7XMmCSkTysXJa Scale = 1:90.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 4x6 5x8 3x6 6x12 MT20HS 4x4 5x12 MT20HS 6x8 5x8 8x8 5x8 WB 8x8 6x10 3x6 2x4 5x8 2x4 3x6 3x4 6x8 5x12 MT20HS 6x8 6x8 1-6-4 1-6-4 7-2-8 5-8-4 10-3-8 3-1-0 19-1-2 8-9-10 28-3-13 9-2-12 37-4-0 9-0-3 46-0-0 8-8-0 1-6-4 1-6-4 7-2-8 5-8-4 10-3-8 3-1-0 13-1-3 2-9-11 19-1-2 5-11-14 25-1-0 5-11-14 31-0-14 5-11-14 37-0-13 5-11-14 41-4-10 4-3-14 46-0-0 4-7-6 0-11-011-10-04-4-112-0-011-10-010.00 12 6.00 12 Plate Offsets (X,Y)-- [1:0-0-5,Edge], [2:0-3-4,0-2-4], [3:0-3-0,Edge], [6:0-5-4,0-2-4], [11:0-8-12,0-1-12], [12:0-2-4,0-0-0], [13:0-1-15,0-1-8], [16:Edge,0-3-8], [17:0-2-0,0-0-8], [21:0-5-4,Edge], [22:0-5-8,0-2-4] 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-MS 1.00 0.84 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.32 -0.69 0.44 (loc) 20-21 17-18 15 l/defl >999 >802 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 287 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 19-21,17-19: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 2-3-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals, and 2-0-0 oc purlins (2-1-0 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 9-9-0 oc bracing. Except: 1 Row at midpt 12-17 WEBS 1 Row at midpt 7-20, 8-20, 8-18, 10-18, 13-16, 13-15 REACTIONS.(lb/size)1=1846/0-7-4, 15=1822/0-3-8 Max Horz 1=205(LC 14) Max Uplift 1=-50(LC 14), 15=-37(LC 10) Max Grav 1=2020(LC 32), 15=2185(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-544/21, 2-4=-2702/241, 4-5=-3166/323, 5-6=-3121/410, 6-7=-2822/304, 7-8=-2822/304, 8-10=-2737/289, 10-11=-2938/326, 11-12=-2390/283, 12-13=-2304/269 BOT CHORD 1-23=-364/2158, 22-23=-341/1892, 21-22=-249/2267, 20-21=-211/2202, 18-20=-220/2869, 17-18=-70/1763, 16-17=-103/2117, 12-17=-267/294, 15-16=-76/1131 WEBS 2-23=-67/860, 2-22=-107/378, 4-22=-997/128, 4-21=-25/660, 5-21=-307/115, 6-21=-217/1238, 6-20=-149/1165, 7-20=-719/143, 8-18=-401/138, 10-18=-748/154, 13-17=-127/2871, 13-16=-2199/173, 13-15=-2239/161, 11-18=-217/1769 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 4-7-3, Interior(1) 4-7-3 to 13-1-3, Exterior(2) 13-1-3 to 19-7-4, Interior(1) 19-7-4 to 37-0-13, Exterior(2) 37-0-13 to 43-6-14, Interior(1) 43-6-14 to 45-10-4 zone; cantilever 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 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) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 15. This connection is for uplift only and does not consider lateral forces. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss F2 Truss Type Piggyback Base Qty 1 Ply 1 WF58 Job Reference (optional) I37998685 8.220 s Mar 22 2019 MiTek Industries, Inc. Wed Jul 31 14:32:12 2019 Page 1 Timberland Home Center, , Brazil, IN - 47834 ID:?STbUYTTIpiDv1b3ymQJzKyt_81-m7sagyVisxWWWyF1Y7oPMrNmZn5iZ5xspeLNHtysWZ1 Scale = 1:88.6 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 3x8 6x6 4x6 7x12 6x10 6x12 MT18HS 6x10 4x9 3x4 3x8 MT18HS 3x6 3x6 4x6 4x6 3x6 4x9 4x6 5x9 5x6 4x12 6x12 3x6 3-6-4 3-6-4 9-2-8 5-8-4 10-3-8 1-1-0 19-3-11 9-0-3 28-3-13 9-0-2 37-4-0 9-0-3 41-5-10 4-1-10 46-2-0 4-8-6 3-6-4 3-6-4 9-2-8 5-8-4 13-1-3 3-10-11 21-1-1 7-11-14 29-0-15 7-11-14 37-0-13 7-11-14 37-4-0 0-3-3 41-5-10 4-1-10 46-2-0 4-8-6 0-11-011-10-04-3-02-0-011-10-010.00 12 6.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-1], [9:0-1-12,0-2-2], [9:0-2-12,0-4-12], [12:0-2-12,0-2-0], [16:0-6-0,0-2-0], [21:0-7-12,0-1-12], [23:0-3-0,0-0-11] 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-MS 0.82 0.87 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.77 0.36 (loc) 19-20 19-20 13 l/defl >999 >713 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 291 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-5,1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-20,16-18: 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF No.2 *Except* 1-23: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-7-13 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-6-11 oc bracing: 21-22 6-0-0 oc bracing: 14-15. WEBS 1 Row at midpt 6-19, 6-17, 11-14 2 Rows at 1/3 pts 8-16 REACTIONS.(lb/size)13=1829/0-5-8, 23=1829/0-7-4 Max Horz 23=198(LC 11) Max Uplift 13=-36(LC 10), 23=-48(LC 14) Max Grav 13=2125(LC 31), 23=2003(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-3942/349, 2-24=-3843/351, 2-25=-3057/253, 25-26=-3022/259, 26-27=-3001/265, 3-27=-2997/266, 3-4=-2987/281, 4-5=-3165/399, 5-28=-2814/299, 28-29=-2814/299, 6-29=-2817/298, 6-7=-2822/299, 7-30=-2822/299, 8-30=-2822/299, 8-31=-1058/157, 31-32=-1058/157, 9-32=-1058/157, 9-10=-1055/168, 10-11=-2375/273, 11-33=-1547/159, 33-34=-1547/145, 12-34=-1597/138, 12-13=-2083/187, 1-23=-1982/198 BOT CHORD 22-23=-226/257, 21-22=-372/2960, 20-21=-252/2602, 20-35=-209/2223, 35-36=-209/2223, 19-36=-209/2223, 19-37=-239/2955, 18-37=-239/2955, 18-38=-239/2955, 17-38=-239/2955, 17-39=-189/2784, 39-40=-189/2784, 16-40=-189/2784, 10-16=-53/1006 WEBS 2-22=-73/705, 2-21=-976/249, 4-21=-895/78, 4-20=-59/749, 5-20=-203/1229, 5-19=-136/1098, 6-19=-730/232, 8-17=0/547, 14-16=-54/1338, 11-16=-105/1082, 11-14=-1519/142, 12-14=-83/1553, 1-22=-237/2995, 8-16=-1486/189, 8-10=-860/117 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-10 to 4-11-0, Interior(1) 4-11-0 to 13-1-3, Exterior(2) 13-1-3 to 19-7-9, Interior(1) 19-7-9 to 37-0-13, Exterior(2) 37-0-13 to 43-7-2, Interior(1) 43-7-2 to 46-0-4 zone; cantilever 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 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) Bearing at joint(s) 23 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 13 and 48 lb uplift at joint 23. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 July 31,2019 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 19-3701A Truss F2 Truss Type Piggyback Base Qty 1 Ply 1 WF58 Job Reference (optional) I37998685 8.220 s Mar 22 2019 MiTek Industries, Inc. Wed Jul 31 14:32:12 2019 Page 2 Timberland Home Center, , Brazil, IN - 47834 ID:?STbUYTTIpiDv1b3ymQJzKyt_81-m7sagyVisxWWWyF1Y7oPMrNmZn5iZ5xspeLNHtysWZ1 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 19-3701A Truss F3 Truss Type Piggyback Base Qty 2 Ply 1 WF58 Job Reference (optional) I37998686 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:40:30 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-3O9BxCMQMI7XgX_zEecgexufrLNhlDBGV1wDPgysXJV Scale = 1:89.0 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 28 29 30 31 32 33 34 35 36 37 3x6 6x8 4x6 5x6 6x8 3x6 4x4 3x4 3x6 2x4 4x8 3x6 3x6 4x4 2x4 8x10 6x8 3x10 5x6 5x10 4x8 6x10 3x6 4-7-4 4-7-4 12-9-7 8-2-3 20-11-10 8-2-3 29-1-13 8-2-3 37-4-0 8-2-3 41-7-12 4-3-12 46-2-0 4-6-4 4-7-4 4-7-4 8-10-4 4-3-0 13-1-3 4-3-0 21-1-0 7-11-13 29-0-13 7-11-13 37-0-10 7-11-13 37-4-0 0-3-6 41-5-9 4-1-9 46-2-0 4-8-7 0-11-011-10-04-2-132-0-011-10-010.00 12 6.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-2-12], [9:0-3-8,0-2-12], [12:0-2-12,0-2-0], [16:0-7-12,0-4-0], [22:0-5-4,0-2-4], [23:0-3-0,0-0-11] 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-MS 0.79 0.95 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.61 0.31 (loc) 21-22 21-22 13 l/defl >999 >818 n/a L/d 240 180 n/a PLATES MT20 Weight: 279 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-5,1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-23: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-3 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 10-16 WEBS 1 Row at midpt 5-19, 6-19, 6-17, 8-17, 11-14 REACTIONS.(lb/size)13=-510/0-5-8, 14=2586/0-3-8 (req. 0-4-11), 23=1581/0-7-4 Max Horz 23=198(LC 11) Max Uplift 13=-656(LC 28), 14=-46(LC 14), 23=-44(LC 14) Max Grav 13=70(LC 14), 14=2992(LC 37), 23=1736(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3737/311, 2-4=-3782/439, 4-5=-2481/277, 5-6=-2335/265, 6-8=-1959/234, 8-9=-1959/234, 9-10=-1818/232, 10-11=-879/153, 11-12=-53/775, 12-13=-65/686, 1-23=-1759/192 BOT CHORD 22-23=-260/335, 21-22=-264/2110, 19-21=-198/1864, 17-19=-232/2337, 16-17=-74/733, 10-16=-1507/166 WEBS 2-22=-413/196, 4-22=-321/1662, 4-21=-820/228, 5-21=-84/1013, 5-19=-197/733, 6-19=-410/364, 6-17=-631/72, 8-17=-855/189, 14-16=-443/89, 11-16=-123/1810, 11-14=-2317/210, 12-14=-664/100, 1-22=-176/2808, 9-17=-176/1905 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-10 to 4-9-0, Interior(1) 4-9-0 to 13-1-3, Exterior(2) 13-1-3 to 19-7-9, Interior(1) 19-7-9 to 37-0-10, Exterior(2) 37-0-10 to 43-6-15, Interior(1) 43-6-15 to 46-0-4 zone; cantilever 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) 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) WARNING: Required bearing size at joint(s) 14 greater than input bearing size. 8) Bearing at joint(s) 23 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13. This connection is for uplift only and does not consider lateral forces. 10) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 14 and 23. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.July 31,2019 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 19-3701A Truss F4 Truss Type Piggyback Base Qty 1 Ply 1 WF58 Job Reference (optional) I37998687 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:40:33 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-UzqKZDOIeDW6X?jXwm9NGaW69YPVyaqiB?8u0?ysXJS Scale = 1:92.8 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 28 29 30 31 32 33 34 35 36 37 4x8 8x8 4x6 4x4 5x8 4x6 3x4 3x4 3x6 4x6 3x10 4x8 2x4 2x4 6x10 6x10 6x8 4x8 5x6 5x8 4x6 8x10 4-7-4 4-7-4 13-1-3 8-5-15 21-1-0 7-11-13 29-0-13 7-11-13 37-4-0 8-3-3 41-7-12 4-3-12 46-2-0 4-6-4 -1-0-0 1-0-0 6-8-6 6-8-6 13-1-3 6-4-14 21-1-0 7-11-13 29-0-13 7-11-13 37-0-10 7-11-13 37-4-0 0-3-6 41-5-9 4-1-9 46-2-0 4-8-7 0-11-011-10-04-2-132-0-011-10-010.00 12 6.00 12 Plate Offsets (X,Y)-- [4:0-3-15,Edge], [5:0-2-15,Edge], [12:0-3-0,0-1-12], [16:0-3-4,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.98 0.88 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.59 0.29 (loc) 19-21 21-22 13 l/defl >999 >848 n/a L/d 240 180 n/a PLATES MT20 Weight: 286 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 4-5,1-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-23: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-8-15 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-9-9 oc bracing: 22-23 6-0-0 oc bracing: 14-15. 1 Row at midpt 10-16 WEBS 1 Row at midpt 3-21, 6-21, 6-17, 8-17, 11-14, 9-16 REACTIONS.(lb/size)23=1607/0-7-4, 13=-1006/0-5-8, 14=3136/0-3-8 (req. 0-5-14) Max Horz 23=221(LC 14) Max Uplift 23=-66(LC 14), 13=-1285(LC 32), 14=-99(LC 11) Max Grav 23=1777(LC 33), 13=128(LC 11), 14=3754(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3649/301, 3-5=-2350/244, 5-6=-1777/245, 6-8=-1709/221, 8-9=-1717/224, 9-10=-472/158, 10-11=-447/142, 11-12=-76/1086, 12-13=-105/1311, 2-23=-1854/266 BOT CHORD 22-23=-361/454, 21-22=-314/2245, 19-21=-212/2164, 17-19=-212/2164, 16-17=-38/458, 10-16=-352/54 WEBS 3-22=-86/1039, 3-21=-1035/276, 5-21=-21/1000, 6-21=-676/204, 6-19=0/428, 6-17=-730/90, 8-17=-836/184, 9-17=-186/1994, 14-16=-792/102, 11-16=-123/1875, 11-14=-2572/224, 12-14=-1076/118, 2-22=-94/2635, 9-16=-1632/217 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-7-6, Interior(1) 3-7-6 to 13-1-3, Exterior(2) 13-1-3 to 19-7-9, Interior(1) 19-7-9 to 36-9-11, Exterior(2) 36-9-11 to 43-4-0, Interior(1) 43-4-0 to 46-0-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) WARNING: Required bearing size at joint(s) 14 greater than input bearing size. 9) Bearing at joint(s) 23 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=1285. 11) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 23 and 14. This connection is for uplift only and does not consider lateral forces.Continued on page 2 July 31,2019 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 19-3701A Truss F4 Truss Type Piggyback Base Qty 1 Ply 1 WF58 Job Reference (optional) I37998687 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:40:33 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-UzqKZDOIeDW6X?jXwm9NGaW69YPVyaqiB?8u0?ysXJS NOTES- 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 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 19-3701A Truss F5 Truss Type Piggyback Base Qty 1 Ply 1 WF58 Job Reference (optional) I37998688 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:40:36 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-uYWSCFQBx8uhOSR6buj4uC8e1mS79uo9tzNYdKysXJP Scale = 1:89.5 1 2 34 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 3x10 5x6 3x6 5x8 5x6 4x6 5x8 4x6 3x4 3x4 3x6 4x6 3x10 3x6 4x4 3x6 8x10 6x10 6x8 5x6 5x8 4-7-4 4-7-4 13-1-3 8-5-15 22-3-14 9-2-10 31-6-8 9-2-10 37-0-10 5-6-2 41-7-12 4-7-2 46-0-0 4-4-4 -1-0-0 1-0-0 6-8-6 6-8-6 13-1-3 6-4-14 19-2-15 6-1-12 25-4-12 6-1-12 31-6-8 6-1-12 37-0-10 5-6-2 41-4-9 4-3-15 46-0-0 4-7-7 0-11-011-10-04-4-82-0-011-10-010.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-8], [4:0-3-15,0-1-8], [5:0-3-0,0-2-1], [10:0-6-4,0-1-12], [12:0-3-0,0-1-8], [17:0-3-8,0-3-0] 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-MS 0.94 0.82 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.61 0.31 (loc) 18-20 20-21 13 l/defl >999 >814 n/a L/d 240 180 n/a PLATES MT20 Weight: 277 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 17-19: 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-9-3 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 9-17 WEBS 1 Row at midpt 3-20, 6-20, 6-18, 7-17, 11-14 2 Rows at 1/3 pts 10-15 REACTIONS.(lb/size)22=1625/0-7-4, 13=-689/0-3-8, 14=2790/0-3-8 (req. 0-5-5) Max Horz 22=226(LC 14) Max Uplift 22=-62(LC 14), 13=-936(LC 32), 14=-115(LC 11) Max Grav 22=1796(LC 33), 13=132(LC 11), 14=3399(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3766/304, 3-5=-2396/242, 5-6=-1806/242, 6-7=-2124/230, 7-9=-1449/194, 9-10=-1443/195, 10-11=-590/143, 11-12=-79/806, 12-13=-108/965, 2-22=-1875/265 BOT CHORD 21-22=-367/458, 20-21=-313/2306, 18-20=-214/2174, 17-18=-192/2009, 9-17=-717/140, 14-15=-579/88 WEBS 3-21=-86/1093, 3-20=-1078/284, 5-20=-37/1089, 6-20=-690/199, 7-18=0/563, 7-17=-1024/128, 15-17=-14/422, 10-17=-204/2126, 10-15=-1819/199, 11-15=-150/2019, 11-14=-2742/269, 12-14=-798/125, 2-21=-96/2732 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-7-3, Interior(1) 3-7-3 to 13-1-3, Exterior(2) 13-1-3 to 19-7-4, Interior(1) 19-7-4 to 37-0-10, Exterior(2) 37-0-10 to 43-6-11, Interior(1) 43-6-11 to 45-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) The Fabrication Tolerance at joint 2 = 8% 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) WARNING: Required bearing size at joint(s) 14 greater than input bearing size. 10) Bearing at joint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22 except (jt=lb) 13=936. 12) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 14. This connection is for uplift only and does not consider lateral forces.Continued on page 2 July 31,2019 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 19-3701A Truss F5 Truss Type Piggyback Base Qty 1 Ply 1 WF58 Job Reference (optional) I37998688 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:40:36 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-uYWSCFQBx8uhOSR6buj4uC8e1mS79uo9tzNYdKysXJP NOTES- 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 19-3701A Truss G1 Truss Type Half Hip Girder Qty 2 Ply 1 WF58 Job Reference (optional) I37998689 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:40:37 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-Mk4rPbRpiS0Y0c0J9cEJQQh?X9_vuYEI6d659mysXJO Scale: 3/4"=1' 1 2 3 4 6 5 7 3x4 2x4 2x4 2x4 2x4 TJC37 1-6-0 1-6-0 2-0-0 0-6-0 -1-0-0 1-0-0 1-6-0 1-6-0 2-0-0 0-6-0 1-1-02-7-012.00 12 Plate Offsets (X,Y)-- [3:0-1-8,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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.18 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=62/Mechanical, 6=164/0-3-8 Max Horz 6=72(LC 10) Max Uplift 5=-68(LC 10), 6=-1(LC 10) Max Grav 5=87(LC 53), 6=301(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-270/24 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 10) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 1-6-0 from the left end to connect truss(es) to front face of bottom chord, skewed 39.8 deg.to the left, sloping 0.0 deg. down. 13) Fill all nail holes where hanger is in contact with lumber. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 7=-21(F) July 31,2019 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 19-3701A Truss G2 Truss Type Half Hip Girder Qty 2 Ply 1 WF58 Job Reference (optional) I37998690 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:03 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-ckegsUl7aRHr7c0Ig3iPUvmPLerF_Ic75gPT4GysXJ_ Scale = 1:19.0 1 2 3 4 7 6 5 8 9 10 4x8 2x4 4x4 4x4 8x8 LU24 LU24 2-7-3 2-7-3 6-0-0 3-4-13 -1-0-0 1-0-0 2-7-3 2-7-3 6-0-0 3-4-13 0-11-03-1-010.00 12 Plate Offsets (X,Y)-- [2:Edge,0-6-6], [3:0-6-4,0-2-0], [7:0-1-12,0-0-0] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.35 0.07 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=352/0-3-8, 5=260/Mechanical Max Horz 7=88(LC 10) Max Uplift 7=-93(LC 10), 5=-106(LC 7) Max Grav 7=496(LC 26), 5=373(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-307/82, 2-7=-463/95 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=106. 10) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Use Simpson Strong-Tie LU24 (4-10d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 4-0-12 to connect truss(es) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Continued on page 2 July 31,2019 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 19-3701A Truss G2 Truss Type Half Hip Girder Qty 2 Ply 1 WF58 Job Reference (optional) I37998690 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:03 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-ckegsUl7aRHr7c0Ig3iPUvmPLerF_Ic75gPT4GysXJ_ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 9=-59(B) 10=-28(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 19-3701A Truss G3 Truss Type Hip Girder Qty 1 Ply 2 WF58 Job Reference (optional) I37998691 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:23 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-0asE3J?gtap0XgX8rG35H7bm_iZLgKz3hnFXm5ysXIg Scale = 1:40.7 1 2 3 4 5 6 7 8 9 13 12 11 10 22 23 24 25 26 27 28 29 30 31 32 4x8 4x8 5x10 4x4 4x6 2x4 3x10 2x4 2x4 5x10 4x4 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 4-8-1 4-8-1 11-0-0 6-3-15 17-3-15 6-3-15 22-0-0 4-8-1 -1-0-0 1-0-0 4-8-1 4-8-1 11-0-0 6-3-15 17-3-15 6-3-15 22-0-0 4-8-1 23-0-0 1-0-0 1-1-05-9-11-1-05-9-112.00 12 Plate Offsets (X,Y)-- [4:0-6-4,0-1-12], [6:0-6-4,0-1-12] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.56 0.49 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.12 0.03 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 233 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-6-0, Right 2x6 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=2255/0-3-8, 8=2254/0-3-8 Max Horz 2=-111(LC 8) Max Uplift 2=-586(LC 7), 8=-585(LC 6) Max Grav 2=2466(LC 28), 8=2465(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2688/697, 4-5=-2919/771, 5-6=-2919/771, 6-8=-2686/696 BOT CHORD 2-13=-510/1846, 11-13=-516/1864, 10-11=-454/1863, 8-10=-450/1845 WEBS 4-13=-239/778, 4-11=-418/1385, 5-11=-893/165, 6-11=-420/1387, 6-10=-238/775 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 8. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Use Simpson Strong-Tie LU24 (4-10d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 19-11-4 to connect truss(es) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 July 31,2019 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 19-3701A Truss G3 Truss Type Hip Girder Qty 1 Ply 2 WF58 Job Reference (optional) I37998691 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:23 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-0asE3J?gtap0XgX8rG35H7bm_iZLgKz3hnFXm5ysXIg LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-6=-60, 6-9=-60, 14-18=-20 Concentrated Loads (lb) Vert: 12=-222(B) 24=-353(B) 25=-296(B) 26=-222(B) 27=-222(B) 28=-222(B) 29=-222(B) 30=-222(B) 31=-296(B) 32=-353(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 19-3701A Truss G4 Truss Type Half Hip Girder Qty 1 Ply 1 WF58 Job Reference (optional) I37998692 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:25 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-yzz_U?0wPC3km_hXzh5ZNYgA7WMD8GpM95keq_ysXIe Scale: 3/4"=1' 1 2 3 4 6 5 7 3x4 2x4 4x4 8x8 TJC37 1-5-9 1-5-9 2-0-0 0-6-7 -1-2-12 1-2-12 1-5-9 1-5-9 2-0-0 0-6-7 0-11-122-5-512.00 12 Plate Offsets (X,Y)-- [2:Edge,0-6-9], [3:0-1-8,Edge], [6:0-1-12,0-0-0] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.27 0.01 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)6=184/0-3-0, 5=36/Mechanical Max Horz 6=77(LC 10) Max Uplift 6=-13(LC 10), 5=-46(LC 10) Max Grav 6=343(LC 26), 5=60(LC 53) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-327/23 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 10) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 1-5-9 from the left end to connect truss(es) to front face of bottom chord, skewed 39.8 deg.to the left, sloping 0.0 deg. down. 13) Fill all nail holes where hanger is in contact with lumber. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 7=-1(F) July 31,2019 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 19-3701A Truss G5 Truss Type Half Hip Girder Qty 1 Ply 1 WF58 Job Reference (optional) I37998693 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:26 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-Q9XMhL1YAVBbO8GjWOcovlDKJwh3tjMWNlUBNQysXId Scale = 1:18.6 1 2 3 4 5 6 4x6 4x4 8x8 LU24 1-5-12 1-5-12 2-11-8 1-5-12 -1-2-12 1-2-12 2-7-12 2-7-12 2-11-8 0-3-12 0-9-52-11-1210.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-2-1], [2:0-3-6,0-1-13], [2:0-0-10,0-0-0], [3:0-2-14,0-1-15], [3:0-1-2,0-1-6], [4:0-1-6,0-1-2] 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-MR 0.37 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 2-5 2-5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=90/Mechanical, 2=242/0-3-0 Max Horz 2=93(LC 10) Max Uplift 5=-50(LC 10), 2=-56(LC 10) Max Grav 5=123(LC 26), 2=425(LC 26) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 10) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Use Simpson Strong-Tie LU24 (4-10d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 2-0-12 from the left end to connect truss(es) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Continued on page 2 July 31,2019 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 19-3701A Truss G5 Truss Type Half Hip Girder Qty 1 Ply 1 WF58 Job Reference (optional) I37998693 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:27 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-vM5kvh2AwpJR?Irw4671SzmV3J1IcAcfcPDkvtysXIc LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-42(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 19-3701A Truss G6 Truss Type GABLE Qty 1 Ply 1 WF58 Job Reference (optional) I37998694 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:32 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-FJudyO6JlLxk63jttfjC90TCCKhGHBbOmhxVa4ysXIX Scale = 1:90.0 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 29 49 513750474830 52 53 54 55 56 57 58 59 60 61 62 4x6 5x8 5x8 3x4 4x8 5x10 2x4 5x8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 4x6 3x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 3x6 2x4 3x6 8x8 5x8 2x4 3x6 2x4 4x8 4x4 6x8 4x4 5x10 4x4 10x12 4x4 2x4 8x10 2x4 4x8 4x4 4x6 2x4 4x4 3x6 LU24 LU24 LU24 LU24 LU24 LU24 LU24 2-3-11 2-3-11 3-11-5 1-7-11 4-7-5 0-8-0 7-7-3 2-11-13 11-3-0 3-7-13 16-7-8 5-4-8 22-0-0 5-4-8 27-1-12 5-1-12 31-8-2 4-6-6 33-9-14 2-1-12 36-6-0 2-8-2 -1-0-0 1-0-0 2-3-11 2-3-11 3-11-5 1-7-11 7-7-3 3-7-13 11-3-0 3-7-13 16-7-8 5-4-8 22-0-0 5-4-8 27-1-12 5-1-12 31-8-2 4-6-6 33-9-14 2-1-12 33-10-12 0-0-14 36-6-0 2-7-4 37-8-12 1-2-12 1-1-012-4-00-11-122-0-012-4-012.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [5:0-4-0,0-4-4], [6:0-5-4,0-2-0], [11:0-6-4,0-1-12], [15:Edge,0-7-0], [17:0-1-12,0-0-0], [46:0-3-13,0-1-1], [49:0-2-8,0-2-8], [50:0-6-0,0-2-8], [51:0-2-8,0-4-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.98 0.31 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.02 (loc) 25 25-26 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 374 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 10-29: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 13-47,2-28,5-47: 2x6 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 27-28. 6-0-0 oc bracing: 10-29 JOINTS 1 Brace at Jt(s): 29, 30, 37, 49, 52 REACTIONS.(lb/size)28=979/0-3-8, 17=970/0-3-0, 22=1608/0-3-8 Max Horz 28=-225(LC 8) Max Uplift 28=-68(LC 10), 17=-287(LC 11), 22=-309(LC 7) Max Grav 28=1285(LC 29), 17=1331(LC 29), 22=2183(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1140/61, 3-5=-1242/72, 5-6=-608/111, 6-7=-320/105, 7-8=-308/115, 11-12=-469/149, 12-13=-722/106, 13-14=-1081/241, 14-15=-1292/299, 2-28=-1221/85 BOT CHORD 27-28=-206/252, 26-27=-152/757, 25-26=-150/913, 23-25=-124/926, 22-23=-88/751, 10-29=-410/83, 20-21=-217/820, 19-20=-218/822, 18-19=-202/938 WEBS 6-49=-309/148, 15-17=-1288/292, 5-49=-713/235, 37-49=-431/182, 37-50=-443/178, 48-50=-70/302, 29-48=-70/302, 29-30=-69/304, 30-51=-74/329, 51-52=-571/351, 13-52=-490/288, 9-48=-384/77, 21-22=-1376/353, 21-29=-850/164, 23-50=-12/508, 23-49=-562/116, 22-50=-1074/122, 20-51=-104/313, 21-51=-984/265, 8-50=-623/116, 15-18=-142/893, 3-27=-306/0, 2-27=0/699, 3-26=-1/278, 12-51=-374/168 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 28, 17, and 22. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 July 31,2019 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 19-3701A Truss G6 Truss Type GABLE Qty 1 Ply 1 WF58 Job Reference (optional) I37998694 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:32 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-FJudyO6JlLxk63jttfjC90TCCKhGHBbOmhxVa4ysXIX NOTES- 12) Use Simpson Strong-Tie LU24 (4-10d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 22-5-4 from the left end to 34-5-4 to connect truss(es) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-6=-60, 6-11=-60, 11-16=-60, 22-28=-20, 17-21=-20 Concentrated Loads (lb) Vert: 56=-68(B) 57=-68(B) 58=-68(B) 59=-68(B) 60=-68(B) 61=-68(B) 62=-103(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 19-3701A Truss G7 Truss Type Common Girder Qty 1 Ply 2 WF58 Job Reference (optional) I37998695 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:34 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-Bi0ON47ZHzBSLNtG_4lgERYdX8DIl86hD?QcfzysXIV Scale = 1:54.4 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 24 25 26 27 28 4x8 6x12 MT20HS 4x4 5x12 MT20HS 4x4 10x12 3x10 6x8 3x6 2x4 3x10 8x8 3x6 2x4 HGUS26-2 HUS26 HUS26 HUS26 2-6-15 2-6-15 6-1-8 3-6-9 7-1-12 1-0-4 9-5-3 2-3-7 11-8-9 2-3-7 14-3-8 2-6-15 -1-0-0 1-0-0 2-6-15 2-6-15 6-1-8 3-6-9 7-1-12 1-0-4 9-5-3 2-3-7 11-8-9 2-3-7 14-3-8 2-6-15 1-1-08-2-121-1-012.00 12 Plate Offsets (X,Y)-- [2:0-8-1,Edge], [12:0-4-0,0-4-8], [14:0-3-8,0-4-12] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.67 0.91 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.16 0.03 (loc) 14-15 14-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 223 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-6-0, Right 2x6 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=6116/0-3-8 (req. 0-4-13), 2=4576/0-3-8 (req. 0-3-9) Max Horz 2=151(LC 27) Max Uplift 10=-843(LC 10), 2=-1002(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-5142/1195, 4-5=-5366/1267, 5-6=-4695/1090, 6-7=-4888/1111, 7-8=-5904/1032, 8-10=-6696/982 BOT CHORD 2-15=-834/3414, 14-15=-834/3414, 13-14=-837/3746, 12-13=-664/4185, 11-12=-622/4429, 10-11=-622/4429 WEBS 6-13=-1478/6384, 7-13=-1846/5, 7-12=0/2294, 8-12=-470/0, 8-11=0/1197, 5-13=-1769/887, 5-14=-964/2225, 4-14=-210/495, 4-15=-375/81 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 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-2-0 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) All plates are MT20 plates 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. 10) WARNING: Required bearing size at joint(s) 10, 2 greater than input bearing size. 11) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 10 and 2. This connection is for uplift only and does not consider lateral forces. 12) Use Simpson Strong-Tie HGUS26-2 (20-16d Girder, 8-16d Truss) or equivalent at 6-1-8 from the left end to connect truss(es) to back face of bottom chord. 13) Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 8-0-12 from the left end to 12-0-12 to connect truss(es) to back face of bottom chord. Continued on page 2 July 31,2019 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 19-3701A Truss G7 Truss Type Common Girder Qty 1 Ply 2 WF58 Job Reference (optional) I37998695 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:34 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-Bi0ON47ZHzBSLNtG_4lgERYdX8DIl86hD?QcfzysXIV NOTES- 14) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 6-10=-60, 16-20=-20 Concentrated Loads (lb) Vert: 14=-4169(B) 26=-1713(B) 27=-1793(B) 28=-1814(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 19-3701A Truss G8 Truss Type Half Hip Girder Qty 1 Ply 2 WF58 Job Reference (optional) I37998696 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:38 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-4TGvCSA4LBiuq_B1DwqcOHjJ1ldThzoH8cOqokysXIR Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 5x6 3x6 5x8 5x10 6x8 3x4 4x8 4x8 2x4 3x10 2x4 2x4 4x8 2x4 3x10 2x4 6x10 4x8 LU26 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 7-2-4 7-2-4 13-2-1 5-11-13 19-0-2 5-10-1 24-10-2 5-10-1 30-8-3 5-10-1 36-8-0 5-11-13 -1-0-0 1-0-0 3-8-14 3-8-14 7-2-4 3-5-6 13-2-1 5-11-13 19-0-2 5-10-1 24-10-2 5-10-1 30-8-3 5-10-1 36-8-0 5-11-13 0-11-06-10-1410.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-12], [12: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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.64 0.77 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.33 0.09 (loc) 16-18 16-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 419 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-12 max.): 5-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)12=3580/Mechanical, 2=3727/0-3-8 Max Horz 2=204(LC 43) Max Uplift 12=-1587(LC 7), 2=-1226(LC 7) Max Grav 12=4189(LC 25), 2=3939(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4815/1645, 4-5=-4787/1668, 5-6=-3727/1327, 6-7=-5637/2165, 7-9=-5637/2165, 9-10=-3161/1200, 10-11=-3161/1200, 11-12=-3790/1389 BOT CHORD 2-19=-1286/3592, 18-19=-1985/5331, 16-18=-1985/5331, 14-16=-1904/4912, 13-14=-1904/4912 WEBS 4-19=-287/199, 5-19=-979/2662, 6-19=-2407/1023, 6-18=-399/839, 6-16=-303/557, 7-16=-379/125, 9-16=-392/1087, 9-14=-369/824, 9-13=-2628/1057, 10-13=-722/143, 11-13=-1787/4700 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 0-7-0 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=1587. 12) LGT2 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces.Continued on page 2 July 31,2019 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 19-3701A Truss G8 Truss Type Half Hip Girder Qty 1 Ply 2 WF58 Job Reference (optional) I37998696 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:38 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-4TGvCSA4LBiuq_B1DwqcOHjJ1ldThzoH8cOqokysXIR NOTES- 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Use Simpson Strong-Tie LU26 (6-10d Girder, 4-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 2-0-12 from the left end to connect truss(es) to front face of bottom chord. 15) Use Simpson Strong-Tie LU24 (4-10d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 4-0-12 from the left end to 36-0-12 to connect truss(es) to front face of bottom chord. 16) Fill all nail holes where hanger is in contact with lumber. 17) LGT2 Hurricane ties must have two studs in line below the truss. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-11=-60, 12-20=-20 Concentrated Loads (lb) Vert: 17=-222(F) 27=-393(F) 28=-316(F) 29=-283(F) 30=-222(F) 31=-222(F) 33=-222(F) 35=-222(F) 36=-222(F) 37=-222(F) 38=-222(F) 39=-222(F) 40=-222(F) 42=-222(F) 43=-222(F) 44=-222(F) 45=-222(F) 46=-227(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 19-3701A Truss G9 Truss Type Half Hip Girder Qty 2 Ply 1 WF58 Job Reference (optional) I37998697 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:39 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-YfpHQoBi6VqkS8mDndLrxVFS2971QaEQNG7NKAysXIQ Scale = 1:15.4 1 2 3 4 7 6 5 8 9 4x8 2x4 2x4 4x4 3x6 3x4 TJC37 Special LU24 1-4-1 1-4-1 6-0-0 4-7-15 -1-0-0 1-0-0 1-4-1 1-4-1 6-0-0 4-7-15 1-1-02-5-112.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.75 0.11 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=342/0-3-8, 5=253/Mechanical Max Horz 7=68(LC 10) Max Uplift 7=-97(LC 10), 5=-93(LC 7) Max Grav 7=428(LC 26), 5=413(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-312/106, 4-5=-268/49, 2-7=-449/117 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 10) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 1-6-0 from the left end to connect truss(es) to back face of bottom chord, skewed 39.8 deg.to the right, sloping 0.0 deg. down. 13) Use Simpson Strong-Tie LU24 (4-10d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 4-0-12 from the left end to connect truss(es) to back face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 55 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 16) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 July 31,2019 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 19-3701A Truss G9 Truss Type Half Hip Girder Qty 2 Ply 1 WF58 Job Reference (optional) I37998697 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:39 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-YfpHQoBi6VqkS8mDndLrxVFS2971QaEQNG7NKAysXIQ LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-14(B) 8=-28(B) 9=-28(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 19-3701A Truss G10 Truss Type Piggyback Base Girder Qty 1 Ply 2 WF58 Job Reference (optional) I37998698 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:40:39 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-I7BbqGT3E3GFFwAhG1GnVrmHFzd8MNdbaxbCDfysXJM Scale = 1:67.7 1 2 3 4 5 6 7 12 11 10 9 8 17 18 19 20 21 22 2x4 4x4 4x8 3x4 4x6 4x8 2x4 3x4 3x6 2x4 3x6 3x4 LU24 HUS26 3-6-13 3-6-13 7-1-10 3-6-13 13-4-1 6-2-7 19-10-0 6-5-15 3-6-13 3-6-13 7-1-10 3-6-13 13-4-1 6-2-7 19-10-0 6-5-15 11-6-00-11-011-6-010.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-2-0] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.43 0.16 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.06 0.01 (loc) 8-10 8-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 288 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Right 2x4 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-12 REACTIONS.(lb/size)12=1772/0-3-8, 7=966/0-3-8 Max Horz 12=-321(LC 43) Max Uplift 12=-343(LC 11), 7=-40(LC 11) Max Grav 12=1964(LC 24), 7=1248(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1765/380, 1-2=-497/112, 2-3=-497/112, 3-5=-1064/111, 5-7=-1476/71 BOT CHORD 11-12=-115/322, 10-11=-34/635, 8-10=0/1095, 7-8=0/1095 WEBS 1-11=-379/1673, 2-11=-441/103, 3-11=-660/232, 3-10=-68/604, 5-10=-734/210, 5-8=0/288 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) Unbalanced snow loads have been considered for this design. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 12 and 7. This connection is for uplift only and does not consider lateral forces. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Use Simpson Strong-Tie LU24 (4-10d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 1-2-12 from the left end to connect truss(es) to back face of bottom chord. 12) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent at 3-3-12 from the left end to connect truss(es) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) StandardContinued on page 2 July 31,2019 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 19-3701A Truss G10 Truss Type Piggyback Base Girder Qty 1 Ply 2 WF58 Job Reference (optional) I37998698 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:40:39 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-I7BbqGT3E3GFFwAhG1GnVrmHFzd8MNdbaxbCDfysXJM LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-7=-60, 12-13=-20 Concentrated Loads (lb) Vert: 11=-963(B) 20=-199(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 19-3701A Truss G11 Truss Type Flat Girder Qty 1 Ply 1 WF58 Job Reference (optional) I37998699 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:40:40 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-nJlz1cTi?NO6t3luqkn022JNBNsO5mbkobLlm5ysXJL Scale = 1:100.2 1 2 3 6 5 478 4x4 2x4 3x6 2x4 8x8 4x4 HUS26 HUS26 2-10-8 2-10-8 5-9-0 2-10-8 2-10-8 2-10-8 5-9-0 2-10-8 14-7-9Plate Offsets (X,Y)-- [5:0-4-0,0-4-12] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.73 0.61 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 96 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-6, 3-4, 3-5, 2-6 REACTIONS.(lb/size)6=983/Mechanical, 4=949/Mechanical Max Uplift 6=-312(LC 6), 4=-299(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-793/262 WEBS 2-5=-163/500, 3-5=-237/727, 2-6=-635/209 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) 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. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=312, 4=299. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-9-12 from the left end to 3-9-12 to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 7=-748(F) 8=-748(F) July 31,2019 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 19-3701A Truss G12 Truss Type Piggyback Base Girder Qty 1 Ply 2 WF58 Job Reference (optional) I37998700 8.220 s Mar 22 2019 MiTek Industries, Inc. Wed Jul 31 14:33:41 2019 Page 1 Timberland Home Center, , Brazil, IN - 47834 ID:?STbUYTTIpiDv1b3ymQJzKyt_81-fFlDLOaXvHjuidZ8GJuHTcZ0ffSAvMnyG?PbvDysWXe Scale = 1:97.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 6x12 MT18HS 8x14 MT18HS 6x8 5x6 3x6 4x12 7x12 6x8 2x4 5x6 2x4 6x8 6x10 12x12 5x6 2x4 5x9 4x6 10x10 5x6 6x8 4x6 4x6 7x14 4x6 4x6 4x6 3x4 2x4 4x16 4-9-8 4-9-8 9-11-14 5-2-6 15-2-4 5-2-6 21-1-3 5-10-15 24-7-2 3-5-14 28-1-0 3-5-14 30-4-8 2-3-8 36-11-10 6-7-2 42-4-8 5-4-14 43-8-0 1-3-8 44-8-0 1-0-0 -1-0-0 1-0-0 4-9-8 4-9-8 7-2-4 2-4-12 11-2-4 4-0-0 15-2-4 4-0-0 18-1-12 2-11-8 21-1-3 2-11-8 24-7-2 3-5-14 28-1-0 3-5-14 30-4-8 2-3-8 31-6-13 1-2-5 36-11-10 5-4-14 42-4-8 5-4-14 43-8-0 1-3-8 44-8-0 1-0-0 45-8-0 1-0-0 0-11-06-10-1411-10-00-11-02-0-01-0-011-10-010.00 12 6.00 12 Plate Offsets (X,Y)-- [4:0-9-4,0-2-4], [6:0-7-0,0-5-4], [7:0-1-4,0-2-0], [8:0-5-4,0-3-0], [12:0-3-0,0-2-1], [16:0-5-8,0-3-4], [18:0-2-13,0-2-5], [22:0-3-8,0-3-0], [27:0-3-8,0-3-0], [31:0-6-0,0-3-12], [32:0-6-0,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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.59 0.96 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.45 -0.93 0.50 (loc) 27-28 27-28 18 l/defl >999 >569 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 697 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-4: 2x4 SP DSS, 12-13,13-17: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 10-24,11-23,19-20: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 16-18: 2x8 SP No.2, 2-32: 2x10 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-4 max.): 4-6, 8-12. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 10-25, 11-22 REACTIONS.(lb/size)32=4441/0-9-8, 18=3325/0-3-8 Max Horz 32=-228(LC 54) Max Uplift 32=-1460(LC 10), 18=-882(LC 11) Max Grav 32=4844(LC 33), 18=3682(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9548/3170, 3-4=-9324/3231, 4-33=-7913/2728, 33-34=-7914/2728, 5-34=-7918/2728, 5-35=-9898/3364, 6-35=-9898/3364, 6-7=-12927/4429, 7-36=-7020/2343, 8-36=-6980/2358, 8-37=-5307/1734, 9-37=-5307/1734, 9-38=-4859/1514, 10-38=-4859/1514, 10-11=-4846/1510, 11-12=-3952/1219, 12-39=-5348/1562, 13-39=-5395/1544, 13-14=-5561/1535, 14-40=-5625/1494, 40-41=-5805/1478, 15-41=-5908/1471, 15-16=-5813/1368, 16-18=-3793/924, 2-32=-4805/1572 BOT CHORD 32-42=-447/863, 42-43=-477/1010, 31-43=-500/1133, 31-44=-1993/5904, 44-45=-1993/5904, 30-45=-1993/5904, 30-46=-2868/8543, 29-46=-2868/8543, 28-29=-2868/8543, 28-47=-2286/7050, 47-48=-2286/7050, 48-49=-2286/7050, 49-50=-2286/7050, 50-51=-2286/7050, 27-51=-2286/7050, 27-52=-1674/5355, 52-53=-1674/5355, 26-53=-1674/5355, 26-54=-1590/5307, 25-54=-1590/5307, 10-25=-308/65, 23-24=-303/66, 11-22=-3970/1327, 22-55=-962/3663, 55-56=-962/3663, 21-56=-962/3663, 20-21=-972/4134, 16-20=-915/4094, 19-20=-70/351, 18-19=-166/699 WEBS 3-31=-361/265, 4-31=-1025/3169, 4-30=-1297/3797, 5-30=-2414/738, 5-28=-736/2183, 6-28=-8022/2731, 7-28=-2762/7665, 7-27=-4122/1567, 8-27=-1776/4475, 8-26=-425/301, 9-26=-512/856, 9-25=-1240/609, 11-25=-1437/4247, 12-21=-246/1142, 14-21=-749/271, 14-20=-130/493, 12-22=-810/2321, 22-24=-136/542, 22-25=-1171/4332, 15-20=-313/187, 2-31=-2127/6632, 16-19=-389/96 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 0-7-0 oc, 2x6 - 2 rows staggered at 0-7-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc, 2x10 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 oc, 2x4 - 1 row 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. Continued on page 2 July 31,2019 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 19-3701A Truss G12 Truss Type Piggyback Base Girder Qty 1 Ply 2 WF58 Job Reference (optional) I37998700 8.220 s Mar 22 2019 MiTek Industries, Inc. Wed Jul 31 14:33:41 2019 Page 2 Timberland Home Center, , Brazil, IN - 47834 ID:?STbUYTTIpiDv1b3ymQJzKyt_81-fFlDLOaXvHjuidZ8GJuHTcZ0ffSAvMnyG?PbvDysWXe NOTES- 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) Unbalanced snow loads have been considered for this design. 6) 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. 7) Provide adequate drainage to prevent water ponding. 8) All plates are MT20 plates unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 11) Bearing at joint(s) 32 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1460 lb uplift at joint 32 and 882 lb uplift at joint 18. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 6-0-12 from the left end to 26-0-12 to connect truss(es) to front face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber. 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 389 lb down and 119 lb up at 2-0-12, and 310 lb down and 60 lb up at 4-0-12, and 929 lb down and 319 lb up at 28-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 6-8=-60, 8-12=-60, 12-16=-60, 16-17=-60, 31-32=-20, 25-31=-20, 23-24=-20, 20-22=-20, 18-19=-20 Concentrated Loads (lb) Vert: 29=-221(F) 30=-221(F) 25=-929(F) 42=-389(F) 43=-310(F) 44=-270(F) 45=-221(F) 46=-221(F) 47=-221(F) 49=-221(F) 51=-221(F) 52=-221(F) 53=-221(F) 54=-209(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 19-3701A Truss G13 Truss Type Half Hip Girder Qty 1 Ply 1 WF58 Job Reference (optional) I37998701 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:40:46 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-bT7EIgYSaD8Gb_C1A?uQHJZO3o1qVcTdBXo4zlysXJF Scale = 1:16.3 1 2 3 4 7 6 5 8 9 4x4 2x4 2x4 5x8 3x4 3x6 Special 1-7-8 1-7-8 6-0-0 4-4-8 -1-0-0 1-0-0 1-4-1 1-4-1 6-0-0 4-7-15 1-1-02-5-11-9-10-8-012.00 12 6.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-0], [6:0-5-8,0-2-4] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.77 0.09 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.02 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=250/Mechanical, 7=336/0-3-8 Max Horz 7=68(LC 10) Max Uplift 5=-99(LC 7), 7=-103(LC 10) Max Grav 5=409(LC 25), 7=422(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-393/150, 3-4=-252/119, 4-5=-350/88, 2-7=-407/145 WEBS 4-6=-125/265, 2-6=-77/253 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 11) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 33 lb down and 49 lb up at 1-7-8, and 39 lb down and 55 lb up at 2-0-12, and 39 lb down and 55 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) Special hanger(s) or other connection device(s) shall be provided at 2-10-2 from the left end sufficient to connect truss(es) to back face of bottom chord. The design/selection of such special connection device(s) is the responsibility of others. 15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 July 31,2019 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 19-3701A Truss G13 Truss Type Half Hip Girder Qty 1 Ply 1 WF58 Job Reference (optional) I37998701 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:40:47 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-4fgdV0Z5LWG7C8nEkiPfqX6ZpBN3E3jmPBXdVBysXJE LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 6-7=-20, 5-6=-20 Concentrated Loads (lb) Vert: 6=-9(B) 8=-25(B) 9=-25(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 19-3701A Truss G14 Truss Type Half Hip Girder Qty 1 Ply 1 WF58 Job Reference (optional) I37998702 8.220 s Mar 22 2019 MiTek Industries, Inc. Wed Jul 31 14:34:16 2019 Page 1 Timberland Home Center, , Brazil, IN - 47834 ID:?STbUYTTIpiDv1b3ymQJzKyt_81-7_MShM?Uf18wP?kspA0UO_W3mmcBcOl6KxNxehysWX5 Scale = 1:16.3 1 2 3 4 5 8 7 6 9 10 11 5x6 2x4 2x4 5x9 3x6 4x6 1-9-12 1-9-12 5-6-0 3-8-4 -1-0-0 1-0-0 1-4-1 1-4-1 1-9-12 0-5-11 5-6-0 3-8-4 1-1-02-5-11-7-150-9-212.00 12 6.00 12 Plate Offsets (X,Y)-- [3:0-1-4,0-1-4], [3:0-3-0,0-1-12], [4:0-1-4,0-1-4], [7:0-4-0,0-3-8] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.34 0.07 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.01 (loc) 7 7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)6=230/Mechanical, 8=315/0-3-8 Max Horz 8=68(LC 10) Max Uplift 6=-107(LC 7), 8=-105(LC 10) Max Grav 6=374(LC 25), 8=408(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-371/141, 3-9=-346/145, 3-4=-303/121, 4-5=-296/126, 5-6=-303/83, 2-8=-360/123 WEBS 2-7=-109/361 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 6 and 105 lb uplift at joint 8. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 33 lb down and 44 lb up at 1-6-0, and 40 lb down and 63 lb up at 1-9-12, and 40 lb down and 63 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) Special hanger(s) or other connection device(s) shall be provided at 2-9-6 from the left end sufficient to connect truss(es) to front face of bottom chord. The design/selection of such special connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 July 31,2019 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 19-3701A Truss G14 Truss Type Half Hip Girder Qty 1 Ply 1 WF58 Job Reference (optional) I37998702 8.220 s Mar 22 2019 MiTek Industries, Inc. Wed Jul 31 14:34:16 2019 Page 2 Timberland Home Center, , Brazil, IN - 47834 ID:?STbUYTTIpiDv1b3ymQJzKyt_81-7_MShM?Uf18wP?kspA0UO_W3mmcBcOl6KxNxehysWX5 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 7-8=-20, 6-7=-20 Concentrated Loads (lb) Vert: 7=-25(F) 10=-9(F) 11=-25(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 19-3701A Truss G15 Truss Type Flat Girder Qty 1 Ply 1 WF58 Job Reference (optional) I37998703 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:40:51 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-yQw7LNcbPlnYhm5?zYUb_NGMJph_ApFMKpVreyysXJA Scale = 1:36.1 1 2 3 6 5 4 7 8 2x4 2x4 4x4 3x4 6x8 3x4 LU26 LU26 2-10-8 2-10-8 5-9-0 2-10-8 2-10-8 2-10-8 5-9-0 2-10-8 5-10-9Plate Offsets (X,Y)-- [5:0-3-8,0-4-8] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.29 0.29 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=703/Mechanical, 6=681/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-561/0 WEBS 2-6=-554/0, 2-5=0/369, 3-5=0/554 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) 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. 7) Refer to girder(s) for truss to truss connections. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Use Simpson Strong-Tie LU26 (6-16d Girder, 4-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-11-4 from the left end to 3-11-4 to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 7=-474(F) 8=-474(F) July 31,2019 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 19-3701A Truss G16 Truss Type Piggyback Base Girder Qty 1 Ply 2 WF58 Job Reference (optional) I37998704 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:40:54 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-M?bGzPeUig97YDqaeg1Ic?urg0b7N5Yo0mkVFHysXJ7 Scale = 1:69.6 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 24 25 26 27 28 29 30 31 32 33 34 35 36 37 6x8 5x6 4x4 2x4 6x8 3x4 3x4 6x8 4x4 2x4 2x4 4x4 6x8 8x8 4x6 4x8 4x4 Special Special LU24 LU24 LU24 Special 4-7-4 4-7-4 8-0-6 3-5-2 11-5-8 3-5-2 15-4-2 3-10-10 19-6-13 4-2-11 24-1-0 4-6-3 -1-0-0 1-0-0 4-7-4 4-7-4 6-7-1 1-11-13 11-5-8 4-10-7 12-1-1 0-7-9 15-4-2 3-3-1 18-7-3 3-3-1 24-1-0 5-5-13 0-11-06-4-1411-10-02-0-010.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-3-12,0-0-4], [5:0-6-4,0-2-0], [9:0-2-0,0-1-13], [15:0-6-4,0-5-0], [17:0-5-4,0-3-8] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.41 0.77 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.26 0.18 (loc) 15 15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 377 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 2-17: 2x8 SP No.2, 6-14: 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 4-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-11 REACTIONS.(lb/size)11=1555/Mechanical, 2=2418/0-7-4 Max Horz 2=353(LC 10) Max Uplift 11=-220(LC 10), 2=-393(LC 10) Max Grav 11=1782(LC 31), 2=2795(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4713/977, 4-5=-4649/1035, 5-6=-3221/581, 6-7=-3431/374, 7-8=-1877/126, 8-9=-866/71, 9-10=-576/83, 10-11=-1735/239 BOT CHORD 2-17=-1082/3911, 16-17=-725/2795, 15-16=-551/3465, 6-15=-129/411, 12-13=-213/1350 WEBS 4-17=-229/365, 5-17=-586/1739, 5-16=-89/1197, 6-16=-500/0, 13-15=-546/3478, 7-15=-399/2544, 7-13=-3978/606, 8-13=-216/1940, 8-12=-1810/293, 10-12=-233/1612 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 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-4-0 oc, 2x4 - 1 row 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 11) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=220. Continued on page 2 July 31,2019 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 19-3701A Truss G16 Truss Type Piggyback Base Girder Qty 1 Ply 2 WF58 Job Reference (optional) I37998704 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:40:54 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-M?bGzPeUig97YDqaeg1Ic?urg0b7N5Yo0mkVFHysXJ7 NOTES- 13) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Use Simpson Strong-Tie LU24 (4-10d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 6-0-12 from the left end to 10-0-12 to connect truss(es) to back face of bottom chord. 16) Fill all nail holes where hanger is in contact with lumber. 17) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 354 lb down and 127 lb up at 2-0-12, and 269 lb down and 62 lb up at 4-0-12, and 661 lb down at 11-7-4 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: 1-5=-60, 5-7=-60, 7-9=-60, 9-10=-60, 17-18=-20, 15-17=-20, 11-14=-20 Concentrated Loads (lb) Vert: 16=-206(B) 15=-661(B) 31=-354(B) 32=-269(B) 33=-303(B) 34=-206(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 19-3701A Truss G17 Truss Type Jack-Closed Girder Qty 1 Ply 2 WF58 Job Reference (optional) I37998705 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:40:56 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-JOj0O5gkEHPrnXzym54mhQzCdqOEr0C5U4DbKAysXJ5 Scale = 1:98.6 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 8x8 3x4 3x4 4x6 4x6 4x4 3x6 3x4 3x6 LU24 LU24 LU24 LU264-9-8 4-9-8 11-6-8 6-9-0 18-7-0 7-0-8 4-9-8 4-9-8 11-6-8 6-9-0 18-7-0 7-0-8 0-11-016-4-1310.00 12 Plate Offsets (X,Y)-- [1:Edge,0-6-6], [10:0-1-12,0-0-0] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.38 0.35 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.01 (loc) 7-9 7-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 265 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-6: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 Rows at 1/3 pts 5-6 REACTIONS.(lb/size)10=1863/0-3-8, 6=1034/Mechanical Max Horz 10=459(LC 10) Max Uplift 6=-227(LC 10) Max Grav 10=1878(LC 16), 6=1168(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-1473/0, 1-2=-1949/0, 2-4=-868/0, 5-6=-275/122 BOT CHORD 9-10=-424/362, 7-9=-102/1438, 6-7=-93/581 WEBS 1-9=0/1170, 2-9=0/977, 2-7=-1040/10, 4-7=0/854, 4-6=-1021/159 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=227. 10) Use Simpson Strong-Tie LU24 (4-10d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 0-6-12 from the left end to 4-6-12 to connect truss(es) to front face of bottom chord. 11) Use Simpson Strong-Tie LU26 (6-16d Girder, 4-10dx1 1/2 Truss) or equivalent at 6-0-4 from the left end to connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 July 31,2019 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 19-3701A Truss G17 Truss Type Jack-Closed Girder Qty 1 Ply 2 WF58 Job Reference (optional) I37998705 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:40:56 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-JOj0O5gkEHPrnXzym54mhQzCdqOEr0C5U4DbKAysXJ5 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 6-10=-20 Concentrated Loads (lb) Vert: 9=-199(F) 12=-360(F) 13=-199(F) 14=-683(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 19-3701A Truss G18 Truss Type Half Hip Girder Qty 1 Ply 2 WF58 Job Reference (optional) I37998706 8.220 s Mar 22 2019 MiTek Industries, Inc. Wed Jul 31 14:35:41 2019 Page 1 Timberland Home Center, , Brazil, IN - 47834 ID:?STbUYTTIpiDv1b3ymQJzKyt_81-8L?bXQ1oe9rs53kCIW2QKwXcZ1VB1n_csfTx6GysWVm Scale = 1:39.9 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 25 26 6x6 4x6 10x10 2x4 2x8 4x12 2x4 3x4 3x4 6x8 3x6 6x8 3x6 5x9 4x6 2-3-8 2-3-8 6-3-7 3-11-15 10-3-6 3-11-15 13-4-8 3-1-2 18-7-0 5-2-8 -1-0-0 1-0-0 2-3-8 2-3-8 4-8-14 2-5-6 7-2-4 2-5-6 10-3-6 3-1-2 13-4-8 3-1-2 18-7-0 5-2-8 0-11-06-10-141-4-010.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-8], [2:0-1-12,0-1-7], [6:0-4-0,0-1-12], [12:0-2-4,0-2-8], [15:0-1-12,0-5-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.26 0.57 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.11 0.09 (loc) 14-15 14-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 250 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 15-16,8-11: 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=1875/Mechanical, 17=1967/0-3-8 Max Horz 17=204(LC 10) Max Uplift 10=-792(LC 7), 17=-501(LC 10) Max Grav 10=2254(LC 25), 17=2237(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-527/149, 3-4=-4768/1354, 4-18=-2606/766, 5-18=-2569/775, 5-6=-2569/809, 6-19=-1885/635, 7-19=-1885/635, 7-8=-1523/512, 8-9=-1524/510, 9-10=-1839/582, 2-17=-715/183 BOT CHORD 16-17=-463/1227, 15-16=-696/1996, 3-15=-1151/3552, 15-20=-1183/3643, 20-21=-1183/3643, 14-21=-1183/3643, 14-22=-576/1758, 13-22=-576/1758, 13-23=-635/1885, 12-23=-635/1885, 11-12=-198/384, 8-12=-531/102 WEBS 5-14=-313/115, 6-14=-432/1456, 7-13=-241/519, 7-12=-712/255, 9-12=-734/2190, 4-15=-451/1616, 3-17=-1820/415, 3-16=-1932/726, 4-14=-1708/498 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 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-8-0 oc, 2x4 - 1 row 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 792 lb uplift at joint 10. 12) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 17. This connection is for uplift only and does not consider lateral forces. 13) 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 July 31,2019 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 19-3701A Truss G18 Truss Type Half Hip Girder Qty 1 Ply 2 WF58 Job Reference (optional) I37998706 8.220 s Mar 22 2019 MiTek Industries, Inc. Wed Jul 31 14:35:41 2019 Page 2 Timberland Home Center, , Brazil, IN - 47834 ID:?STbUYTTIpiDv1b3ymQJzKyt_81-8L?bXQ1oe9rs53kCIW2QKwXcZ1VB1n_csfTx6GysWVm NOTES- 14) Use Simpson Strong-Tie LU26 (6-10d Girder, 4-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 2-1-12 from the left end to connect truss(es) to back face of bottom chord. 15) Use Simpson Strong-Tie LU24 (4-10d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 4-0-12 from the left end to 18-0-12 to connect truss(es) to back face of bottom chord. 16) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-6=-60, 6-9=-60, 16-17=-20, 12-15=-20, 10-11=-20 Concentrated Loads (lb) Vert: 13=-222(B) 16=-393(B) 20=-310(B) 21=-270(B) 22=-222(B) 23=-222(B) 24=-222(B) 25=-222(B) 26=-228(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 19-3701A Truss G19 Truss Type Half Hip Girder Qty 1 Ply 3 WF58 Job Reference (optional) I37998707 8.220 s Mar 22 2019 MiTek Industries, Inc. Wed Jul 31 14:41:56 2019 Page 1 Timberland Home Center, , Brazil, IN - 47834 ID:?STbUYTTIpiDv1b3ymQJzKyt_81-fU9MEeZ0KN5fahuGmnGM1?ZXtBUYOEBp5VpHm1ysWPv Scale = 1:62.2 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 14 13 15 12 22 24 23 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 11 10x12 MT18HS 4x6 8x16 3x6 2x8 8x8 8x8 2x4 8x8 2x8 12x12 4x9 2x8 6x8 10x10 3x4 7x18 MT18HS 7x14 10x10 2x8 8x16 4-0-10 4-0-10 7-9-12 3-9-2 9-0-4 1-2-8 12-7-5 3-7-1 17-3-2 4-7-13 20-3-12 3-0-10 25-11-8 5-7-12 26-8-8 0-9-0 -1-0-0 1-0-0 4-0-10 4-0-10 7-9-12 3-9-2 9-0-4 1-2-8 12-7-5 3-7-1 17-3-2 4-7-13 20-3-12 3-0-10 26-8-8 6-4-12 1-1-08-10-126-10-122-0-08-10-1212.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-4], [4:0-3-14,Edge], [8:0-2-2,0-2-0], [10:0-6-12,0-3-4], [12:0-8-12,0-3-8], [14:0-5-0,0-6-4], [15:0-4-0,0-3-8], [16:0-3-8,0-6-4], [18:0-2-0,0-6-4], [19:0-4-0,0-5-8], [20:0-3-8,0-5-8], [22:0-2-12,0-3-4], [23:0-1-0,0-0-8] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.90 0.53 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.30 0.07 (loc) 17-18 17-18 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 910 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x8 SP 2250F 1.8E WEBS 2x4 SPF No.2 *Except* : 2x6 SPF No.2, 10-12,10-22: 2x4 SPF-S 1650F 1.6E 12-14: 2x8 SP No.2 OTHERS 2x8 SP No.2 WEDGE Left: 1-1/2x11-7/8 LSL 1.75E 1.75E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins, except 2-0-0 oc purlins (5-10-6 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 11-12 JOINTS 1 Brace at Jt(s): 15, 10, 22 REACTIONS.(lb/size)2=12586/0-3-8 (req. 0-7-8), 11=-655/Mechanical, 24=21436/Mechanical Max Horz 2=265(LC 10) Max Uplift 2=-1719(LC 7), 11=-1309(LC 29), 24=-3340(LC 7) Max Grav 2=14289(LC 26), 11=106(LC 6), 24=25178(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-28=-17375/2271, 3-28=-16651/2424, 3-4=-17037/2417, 4-29=-12766/1861, 5-29=-12766/1861, 5-30=-13403/2003, 6-30=-13403/2003, 6-31=-13425/2007, 7-31=-13425/2007, 7-8=-11469/1669, 8-9=-11469/1669, 9-10=-11459/1667 BOT CHORD 2-21=-1760/11646, 21-32=-1760/11646, 20-32=-1760/11646, 19-20=-1763/11970, 19-33=-1861/12766, 33-34=-1861/12766, 18-34=-1861/12766, 18-35=-1892/12404, 35-36=-1892/12404, 36-37=-1892/12404, 17-37=-1892/12404, 17-38=-1892/12404, 16-38=-1892/12404, 16-39=-1665/11445, 39-40=-1665/11445, 14-40=-1665/11445, 15-41=-1672/11491, 41-42=-1672/11491, 12-42=-1672/11491 WEBS 3-21=-1257/0, 3-20=-194/520, 4-20=-820/4484, 4-19=-703/5572, 6-18=-925/155, 7-18=-255/2067, 7-17=-516/1055, 7-16=-2726/652, 15-16=-1786/10791, 15-22=-1326/8011, 9-22=-5029/572, 12-24=-2312/17860, 23-24=-6331/889, 10-23=-7400/1039, 14-15=-12142/1767, 5-19=-1049/321, 5-18=-437/1694, 10-22=-2027/13975, 12-22=-13442/1956, 12-14=-1015/8116, 22-23=-1166/163 NOTES- 1) N/A 2) N/A 3) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 10-12 2x4 - 2 rows staggered at 0-4-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. 4) 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. 5) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60Continued on page 2 PROVIDE CONNECTION OF TRUSS TO BEARING PLATE AT JOINT 2 CAPABLE OF WITHSTANDING 1719 LBS UPLIFT REACTION DUE TO GRAVITY LOADING APPLIED TO THE TRUSS. IT IS THE RESPONSIBILITY OF THE PROJECT ARCHITECT/ENGINEER TO DESIGN THE CONNECTION OF THE TRUSS TO THE BEARING PLATE, PROVIDE AND DESIGN CONNECTION SYSTEM FOR A CONTINUOUS LOAD PATH FROM THE TRUSS TO THE FOUNDATION, AND DESIGN FOOTING/FOUNDATION TO RESIST SUCH UPLIFT. FAILURE TO DO SO WILL VOID THIS CONSTRUCTION. PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FOR LOADS REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0.148"x 3" NAILS PER HANGER MANUFACTURER SPECIFICATIONS. July 31,2019 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 19-3701A Truss G19 Truss Type Half Hip Girder Qty 1 Ply 3 WF58 Job Reference (optional) I37998707 8.220 s Mar 22 2019 MiTek Industries, Inc. Wed Jul 31 14:41:56 2019 Page 2 Timberland Home Center, , Brazil, IN - 47834 ID:?STbUYTTIpiDv1b3ymQJzKyt_81-fU9MEeZ0KN5fahuGmnGM1?ZXtBUYOEBp5VpHm1ysWPv NOTES- 6) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 7) Unbalanced snow loads have been considered for this design. 8) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 9) Provide adequate drainage to prevent water ponding. 10) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 10.0psf. 13) WARNING: Required bearing size at joint(s) 2 greater than input bearing size. 14) Refer to girder(s) for truss to truss connections. 15) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1719 lb uplift at joint 2, 1309 lb uplift at joint 11 and 3340 lb uplift at joint 24. 16) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 17) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 18) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 19) Use USP THD28-2 (With 16d nails into Girder & 10d nails into Truss) or equivalent spaced at 10-0-0 oc max. starting at 6-1-8 from the left end to 16-1-8 to connect truss(es) to front face of bottom chord. 20) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 4-0-0 oc max. starting at 8-0-12 from the left end to 24-0-12 to connect truss(es) to front face of bottom chord. 21) Fill all nail holes where hanger is in contact with lumber. 22) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2585 lb down and 258 lb up at 20-3-12, and 788 lb down and 79 lb up at 9-0-4 on top chord, and 1762 lb down and 241 lb up at 22-1-8, and 1242 lb down and 157 lb up at 26-6-12, and 5662 lb down and 566 lb up at 9-0-4 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: 1-2=-60, 9-29=-60, 9-10=-365, 16-25=-20, 13-16=-420(F=-400), 12-15=-400(F), 11-12=-420(F=-400) Concentrated Loads (lb) Vert: 20=-1000(F) 19=-4600(F) 16=-3535(F) 9=-2100 13=-1242(F) 5=-640 32=-2233(F) 33=-887(F) 34=-872(F) 35=-1002(F) 37=-1148(F) 38=-535(F) 39=-1762(F) 40=-1201(F) Trapezoidal Loads (plf) Vert: 2=-310-to-4=-214, 4=-214-to-29=-210 2) Dead + 0.75 Snow (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 9-29=-50, 9-10=-317, 25-36=-20, 17-36=-50, 16-17=-20, 13-16=-370(F=-350), 12-15=-350(F), 11-12=-370(F=-350) Concentrated Loads (lb) Vert: 20=-911(F) 19=-4025(F) 16=-3156(F) 9=-1838 13=-1154(F) 5=-560 32=-1875(F) 33=-826(F) 34=-822(F) 35=-911(F) 37=-1056(F) 38=-530(F) 39=-1639(F) 40=-1139(F) Trapezoidal Loads (plf) Vert: 2=-281-to-4=-185, 4=-185-to-29=-181 3) Dead + 0.75 Snow (Unbal. Left) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 9-29=-29, 9-10=-296, 25-36=-20, 17-36=-50, 16-17=-20, 13-16=-370(F=-350), 12-15=-350(F), 11-12=-370(F=-350) Concentrated Loads (lb) Vert: 20=-911(F) 19=-4025(F) 16=-3156(F) 9=-1838 13=-1154(F) 5=-560 32=-1875(F) 33=-826(F) 34=-822(F) 35=-911(F) 37=-1056(F) 38=-530(F) 39=-1639(F) 40=-1139(F) Trapezoidal Loads (plf) Vert: 2=-281-to-28=-245, 28=-269-to-4=-209, 4=-164-to-29=-160 4) Dead + 0.75 Snow (Unbal. Right) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-29, 29-30=-62, 9-30=-50, 9-10=-317, 25-36=-20, 17-36=-50, 16-17=-20, 13-16=-370(F=-350), 12-15=-350(F), 11-12=-370(F=-350) Concentrated Loads (lb) Vert: 20=-911(F) 19=-4025(F) 16=-3156(F) 9=-1838 13=-1154(F) 5=-560 32=-1875(F) 33=-826(F) 34=-822(F) 35=-911(F) 37=-1056(F) 38=-530(F) 39=-1639(F) 40=-1139(F) Trapezoidal Loads (plf) Vert: 2=-260-to-4=-164, 4=-198-to-29=-194 5) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 9-29=-20, 9-10=-249, 16-25=-40, 13-16=-340(F=-300), 12-15=-300(F), 11-12=-340(F=-300) Concentrated Loads (lb) Vert: 20=-508(F) 19=-3450(F) 16=-2574(F) 9=-1575 13=-681(F) 5=-480 32=-1151(F) 33=-508(F) 34=-500(F) 35=-506(F) 37=-704(F) 38=-324(F) 39=-1028(F) 40=-673(F) Trapezoidal Loads (plf) Vert: 2=-232-to-4=-136, 4=-136-to-29=-132 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 9-29=22, 9-10=59, 16-25=-12, 13-16=37(F=49), 12-15=49(F), 11-12=37(F=49) Horz: 1-2=-8, 2-4=2 Concentrated Loads (lb) Vert: 20=105(F) 19=566(F) 16=714(F) 9=258 13=151(F) 5=79 32=805(F) 33=125(F) 34=188(F) 35=259(F) 37=239(F) 38=344(F) 39=233(F) 40=154(F) Trapezoidal Loads (plf) Vert: 2=-92-to-4=4, 4=36-to-29=40 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 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. Job 19-3701A Truss G19 Truss Type Half Hip Girder Qty 1 Ply 3 WF58 Job Reference (optional) I37998707 8.220 s Mar 22 2019 MiTek Industries, Inc. Wed Jul 31 14:41:56 2019 Page 3 Timberland Home Center, , Brazil, IN - 47834 ID:?STbUYTTIpiDv1b3ymQJzKyt_81-fU9MEeZ0KN5fahuGmnGM1?ZXtBUYOEBp5VpHm1ysWPv LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=4, 9-29=22, 9-10=59, 16-25=-12, 13-16=37(F=49), 12-15=49(F), 11-12=37(F=49) Horz: 1-2=-13, 2-4=-17 Concentrated Loads (lb) Vert: 20=105(F) 19=566(F) 16=714(F) 9=258 13=151(F) 5=79 32=805(F) 33=125(F) 34=188(F) 35=259(F) 37=239(F) 38=344(F) 39=233(F) 40=154(F) Trapezoidal Loads (plf) Vert: 2=-73-to-4=23, 4=36-to-29=40 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-27, 9-29=2, 9-10=-192, 16-25=-20, 13-16=-274(F=-254), 12-15=-254(F), 11-12=-274(F=-254) Horz: 1-2=7, 2-4=11 Concentrated Loads (lb) Vert: 20=113(F) 19=-2926(F) 16=-1556(F) 9=-1336 13=157(F) 5=-407 32=813(F) 33=133(F) 34=196(F) 35=267(F) 37=247(F) 38=352(F) 39=241(F) 40=162(F) Trapezoidal Loads (plf) Vert: 2=-226-to-4=-130, 4=-98-to-29=-94 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 9-29=2, 9-10=-168, 16-25=-20, 13-16=-242(F=-222), 12-15=-222(F), 11-12=-242(F=-222) Horz: 1-2=-13, 2-4=-8 Concentrated Loads (lb) Vert: 20=113(F) 19=-2550(F) 16=-1311(F) 9=-1164 13=157(F) 5=-355 32=813(F) 33=133(F) 34=196(F) 35=267(F) 37=247(F) 38=352(F) 39=241(F) 40=162(F) Trapezoidal Loads (plf) Vert: 2=-195-to-4=-99, 4=-85-to-29=-82 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 9-29=9, 9-10=46, 16-25=-12, 13-16=37(F=49), 12-15=49(F), 11-12=37(F=49) Horz: 1-2=-26, 2-4=-30 Concentrated Loads (lb) Vert: 20=105(F) 19=566(F) 16=714(F) 9=258 13=151(F) 5=79 32=805(F) 33=125(F) 34=188(F) 35=259(F) 37=239(F) 38=344(F) 39=233(F) 40=154(F) Trapezoidal Loads (plf) Vert: 2=-60-to-4=36, 4=23-to-29=27 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 9-29=9, 9-10=-4, 16-25=-12, 13-16=-28(F=-16), 12-15=-16(F), 11-12=-28(F=-16) Horz: 1-2=-13, 2-4=-17 Concentrated Loads (lb) Vert: 20=105(F) 19=-185(F) 16=224(F) 9=-85 13=151(F) 5=-26 32=805(F) 33=125(F) 34=188(F) 35=259(F) 37=239(F) 38=344(F) 39=233(F) 40=154(F) Trapezoidal Loads (plf) Vert: 2=-97-to-4=-1, 4=-1-to-29=3 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 9-29=9, 9-10=46, 16-25=-12, 13-16=37(F=49), 12-15=49(F), 11-12=37(F=49) Horz: 1-2=-26, 2-4=-30 Concentrated Loads (lb) Vert: 20=105(F) 19=566(F) 16=714(F) 9=258 13=151(F) 5=79 32=805(F) 33=125(F) 34=188(F) 35=259(F) 37=239(F) 38=344(F) 39=233(F) 40=154(F) Trapezoidal Loads (plf) Vert: 2=-60-to-4=36, 4=23-to-29=27 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 9-29=9, 9-10=-4, 16-25=-12, 13-16=-28(F=-16), 12-15=-16(F), 11-12=-28(F=-16) Horz: 1-2=-13, 2-4=-17 Concentrated Loads (lb) Vert: 20=105(F) 19=-185(F) 16=224(F) 9=-85 13=151(F) 5=-26 32=805(F) 33=125(F) 34=188(F) 35=259(F) 37=239(F) 38=344(F) 39=233(F) 40=154(F) Trapezoidal Loads (plf) Vert: 2=-97-to-4=-1, 4=-1-to-29=3 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 9-29=-12, 9-10=-181, 16-25=-20, 13-16=-242(F=-222), 12-15=-222(F), 11-12=-242(F=-222) Horz: 1-2=-26, 2-4=-22 Concentrated Loads (lb) Vert: 20=113(F) 19=-2550(F) 16=-1311(F) 9=-1164 13=157(F) 5=-355 32=813(F) 33=133(F) 34=196(F) 35=267(F) 37=247(F) 38=352(F) 39=241(F) 40=162(F) Trapezoidal Loads (plf) Vert: 2=-182-to-4=-85, 4=-99-to-29=-95 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 9-29=-12, 9-10=-181, 16-25=-20, 13-16=-242(F=-222), 12-15=-222(F), 11-12=-242(F=-222) Horz: 1-2=-13, 2-4=-8 Concentrated Loads (lb) Vert: 20=113(F) 19=-2550(F) 16=-1311(F) 9=-1164 13=157(F) 5=-355 32=813(F) 33=133(F) 34=196(F) 35=267(F) 37=247(F) 38=352(F) 39=241(F) 40=162(F) Trapezoidal Loads (plf) Vert: 2=-195-to-4=-99, 4=-99-to-29=-95 16) Dead + Snow on Overhangs: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 9-29=-20, 9-10=-173, 16-25=-20, 13-16=-220(F=-200), 12-15=-200(F), 11-12=-220(F=-200) Continued on page 4 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 19-3701A Truss G19 Truss Type Half Hip Girder Qty 1 Ply 3 WF58 Job Reference (optional) I37998707 8.220 s Mar 22 2019 MiTek Industries, Inc. Wed Jul 31 14:41:56 2019 Page 4 Timberland Home Center, , Brazil, IN - 47834 ID:?STbUYTTIpiDv1b3ymQJzKyt_81-fU9MEeZ0KN5fahuGmnGM1?ZXtBUYOEBp5VpHm1ysWPv LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 20=-342(F) 19=-2300(F) 16=-1723(F) 9=-1050 13=-453(F) 5=-320 32=-754(F) 33=-342(F) 34=-338(F) 35=-341(F) 37=-483(F) 38=-223(F) 39=-701(F) 40=-453(F) Trapezoidal Loads (plf) Vert: 2=-195-to-4=-99, 4=-99-to-29=-95 17) Dead + Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 9-29=-32, 9-10=-337, 16-25=-20, 13-16=-420(F=-400), 12-15=-400(F), 11-12=-420(F=-400) Concentrated Loads (lb) Vert: 20=-1000(F) 19=-4600(F) 16=-3535(F) 9=-2100 13=-1242(F) 5=-640 32=-2233(F) 33=-887(F) 34=-872(F) 35=-1002(F) 37=-1148(F) 38=-535(F) 39=-1762(F) 40=-1201(F) Trapezoidal Loads (plf) Vert: 2=-310-to-28=-274, 28=-305-to-4=-246, 4=-186-to-29=-182 18) Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-32, 29-30=-77, 9-30=-60, 9-10=-365, 16-25=-20, 13-16=-420(F=-400), 12-15=-400(F), 11-12=-420(F=-400) Concentrated Loads (lb) Vert: 20=-1000(F) 19=-4600(F) 16=-3535(F) 9=-2100 13=-1242(F) 5=-640 32=-2233(F) 33=-887(F) 34=-872(F) 35=-1002(F) 37=-1148(F) 38=-535(F) 39=-1762(F) 40=-1201(F) Trapezoidal Loads (plf) Vert: 2=-282-to-4=-186, 4=-230-to-29=-227 19) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 9-29=-20, 9-10=-173, 25-36=-20, 17-36=-60, 16-17=-20, 13-16=-220(F=-200), 12-15=-200(F), 11-12=-220(F=-200) Concentrated Loads (lb) Vert: 20=-444(F) 19=-2300(F) 16=-1822(F) 9=-1050 13=-600(F) 5=-320 32=-801(F) 33=-444(F) 34=-451(F) 35=-442(F) 37=-582(F) 38=-321(F) 39=-894(F) 40=-621(F) Trapezoidal Loads (plf) Vert: 2=-195-to-4=-99, 4=-99-to-29=-95 20) Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 9-29=-34, 9-10=-332, 25-36=-20, 17-36=-50, 16-17=-20, 13-16=-411(F=-391), 12-15=-391(F), 11-12=-411(F=-391) Horz: 1-2=5, 2-4=8 Concentrated Loads (lb) Vert: 20=43(F) 19=-4495(F) 16=-2693(F) 9=-2052 13=62(F) 5=-625 32=390(F) 33=58(F) 34=106(F) 35=159(F) 37=127(F) 38=238(F) 39=94(F) 40=66(F) Trapezoidal Loads (plf) Vert: 2=-305-to-4=-209, 4=-184-to-29=-180 21) Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-40, 9-29=-34, 9-10=-313, 25-36=-20, 17-36=-50, 16-17=-20, 13-16=-386(F=-366), 12-15=-366(F), 11-12=-386(F=-366) Horz: 1-2=-10, 2-4=-6 Concentrated Loads (lb) Vert: 20=43(F) 19=-4213(F) 16=-2509(F) 9=-1923 13=62(F) 5=-586 32=390(F) 33=58(F) 34=106(F) 35=159(F) 37=127(F) 38=238(F) 39=94(F) 40=66(F) Trapezoidal Loads (plf) Vert: 2=-281-to-4=-185, 4=-175-to-29=-171 22) Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 9-29=-44, 9-10=-323, 25-36=-20, 17-36=-50, 16-17=-20, 13-16=-386(F=-366), 12-15=-366(F), 11-12=-386(F=-366) Horz: 1-2=-19, 2-4=-16 Concentrated Loads (lb) Vert: 20=43(F) 19=-4213(F) 16=-2509(F) 9=-1923 13=62(F) 5=-586 32=390(F) 33=58(F) 34=106(F) 35=159(F) 37=127(F) 38=238(F) 39=94(F) 40=66(F) Trapezoidal Loads (plf) Vert: 2=-271-to-4=-175, 4=-185-to-29=-181 23) Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-40, 9-29=-44, 9-10=-323, 25-36=-20, 17-36=-50, 16-17=-20, 13-16=-386(F=-366), 12-15=-366(F), 11-12=-386(F=-366) Horz: 1-2=-10, 2-4=-6 Concentrated Loads (lb) Vert: 20=43(F) 19=-4213(F) 16=-2509(F) 9=-1923 13=62(F) 5=-586 32=390(F) 33=58(F) 34=106(F) 35=159(F) 37=127(F) 38=238(F) 39=94(F) 40=66(F) Trapezoidal Loads (plf) Vert: 2=-281-to-4=-185, 4=-185-to-29=-181 24) Dead + Minimum Snow: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-20, 9-29=-60, 9-10=-365, 16-25=-20, 13-16=-420(F=-400), 12-15=-400(F), 11-12=-420(F=-400) Concentrated Loads (lb) Vert: 20=-1000(F) 19=-4600(F) 16=-3535(F) 9=-2100 13=-1242(F) 5=-640 32=-2233(F) 33=-887(F) 34=-872(F) 35=-1002(F) 37=-1148(F) 38=-535(F) 39=-1762(F) 40=-1201(F) Trapezoidal Loads (plf) Vert: 2=-270-to-4=-174, 4=-214-to-29=-210 25) 3rd Unbal.Dead + Snow (balanced) + Parallel: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 5 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 19-3701A Truss G19 Truss Type Half Hip Girder Qty 1 Ply 3 WF58 Job Reference (optional) I37998707 8.220 s Mar 22 2019 MiTek Industries, Inc. Wed Jul 31 14:41:56 2019 Page 5 Timberland Home Center, , Brazil, IN - 47834 ID:?STbUYTTIpiDv1b3ymQJzKyt_81-fU9MEeZ0KN5fahuGmnGM1?ZXtBUYOEBp5VpHm1ysWPv LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-32, 29-31=-118, 7-31=-60, 7-9=-118, 9-10=-494, 16-25=-20, 13-16=-512(F=-492), 12-15=-492(F), 11-12=-512(F=-492) Concentrated Loads (lb) Vert: 20=-1000(F) 19=-5662(F) 16=-4228(F) 9=-2585 13=-1242(F) 5=-788 32=-2233(F) 33=-887(F) 34=-872(F) 35=-1002(F) 37=-1148(F) 38=-535(F) 39=-1762(F) 40=-1201(F) Trapezoidal Loads (plf) Vert: 2=-317-to-4=-220, 4=-307-to-29=-303 26) 4th Unbal.Dead + Snow (balanced) + Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-118, 9-29=-32, 9-10=-407, 16-25=-20, 13-16=-512(F=-492), 12-15=-492(F), 11-12=-512(F=-492) Concentrated Loads (lb) Vert: 20=-1000(F) 19=-5662(F) 16=-4228(F) 9=-2585 13=-1242(F) 5=-788 32=-2233(F) 33=-887(F) 34=-872(F) 35=-1002(F) 37=-1148(F) 38=-535(F) 39=-1762(F) 40=-1201(F) Trapezoidal Loads (plf) Vert: 2=-403-to-4=-307, 4=-220-to-29=-217 27) 5th Unbal.Dead + 0.75 Snow (balanced) + 0.75 Uninhab. Attic Storage + Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-29, 29-31=-94, 7-31=-50, 7-9=-94, 9-10=-414, 25-36=-20, 17-36=-50, 16-17=-20, 13-16=-439(F=-419), 12-15=-419(F), 11-12=-439(F=-419) Concentrated Loads (lb) Vert: 20=-911(F) 19=-4822(F) 16=-3676(F) 9=-2201 13=-1154(F) 5=-671 32=-1875(F) 33=-826(F) 34=-822(F) 35=-911(F) 37=-1056(F) 38=-530(F) 39=-1639(F) 40=-1139(F) Trapezoidal Loads (plf) Vert: 2=-286-to-4=-190, 4=-255-to-29=-251 28) 6th Unbal.Dead + 0.75 Snow (balanced) + 0.75 Uninhab. Attic Storage + Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-94, 9-29=-29, 9-10=-349, 25-36=-20, 17-36=-50, 16-17=-20, 13-16=-439(F=-419), 12-15=-419(F), 11-12=-439(F=-419) Concentrated Loads (lb) Vert: 20=-911(F) 19=-4822(F) 16=-3676(F) 9=-2201 13=-1154(F) 5=-671 32=-1875(F) 33=-826(F) 34=-822(F) 35=-911(F) 37=-1056(F) 38=-530(F) 39=-1639(F) 40=-1139(F) Trapezoidal Loads (plf) Vert: 2=-351-to-4=-255, 4=-190-to-29=-186 29) 7th Unbal.Dead + 0.75 Snow (unbal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left) + Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-34, 29-31=-78, 7-31=-34, 7-9=-78, 9-10=-429, 25-36=-20, 17-36=-50, 16-17=-20, 13-16=-480(F=-460), 12-15=-460(F), 11-12=-480(F=-460) Horz: 1-2=5, 2-4=8 Concentrated Loads (lb) Vert: 20=43(F) 19=-5291(F) 16=-3212(F) 9=-2416 13=62(F) 5=-736 32=390(F) 33=58(F) 34=106(F) 35=159(F) 37=127(F) 38=238(F) 39=94(F) 40=66(F) Trapezoidal Loads (plf) Vert: 2=-310-to-4=-214, 4=-254-to-29=-250 30) 8th Unbal.Dead + 0.75 Snow (unbal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left) + Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-99, 9-29=-13, 9-10=-364, 25-36=-20, 17-36=-50, 16-17=-20, 13-16=-480(F=-460), 12-15=-460(F), 11-12=-480(F=-460) Horz: 1-2=5, 2-4=8 Concentrated Loads (lb) Vert: 20=43(F) 19=-5291(F) 16=-3212(F) 9=-2416 13=62(F) 5=-736 32=390(F) 33=58(F) 34=106(F) 35=159(F) 37=127(F) 38=238(F) 39=94(F) 40=66(F) Trapezoidal Loads (plf) Vert: 2=-375-to-4=-278, 4=-189-to-29=-185 31) 9th Unbal.Dead + 0.75 Snow (unbal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right) + Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 29-31=-78, 7-31=-34, 7-9=-78, 9-10=-410, 25-36=-20, 17-36=-50, 16-17=-20, 13-16=-456(F=-436), 12-15=-436(F), 11-12=-456(F=-436) Horz: 1-2=-10, 2-4=-6 Concentrated Loads (lb) Vert: 20=43(F) 19=-5010(F) 16=-3029(F) 9=-2287 13=62(F) 5=-697 32=390(F) 33=58(F) 34=106(F) 35=159(F) 37=127(F) 38=238(F) 39=94(F) 40=66(F) Trapezoidal Loads (plf) Vert: 2=-286-to-4=-190, 4=-245-to-29=-241 32) 10th Unbal.Dead + 0.75 Snow (unbal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right) + Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-84, 9-29=-13, 9-10=-345, 25-36=-20, 17-36=-50, 16-17=-20, 13-16=-456(F=-436), 12-15=-436(F), 11-12=-456(F=-436) Horz: 1-2=-10, 2-4=-6 Concentrated Loads (lb) Vert: 20=43(F) 19=-5010(F) 16=-3029(F) 9=-2287 13=62(F) 5=-697 32=390(F) 33=58(F) 34=106(F) 35=159(F) 37=127(F) 38=238(F) 39=94(F) 40=66(F) Trapezoidal Loads (plf) Vert: 2=-351-to-4=-255, 4=-180-to-29=-176 33) 11th Unbal.Dead + 0.75 Snow (unbal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-10, 29-31=-88, 7-31=-44, 7-9=-88, 9-10=-420, 25-36=-20, 17-36=-50, 16-17=-20, 13-16=-456(F=-436), 12-15=-436(F), 11-12=-456(F=-436) Horz: 1-2=-19, 2-4=-16 Continued on page 6 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 19-3701A Truss G19 Truss Type Half Hip Girder Qty 1 Ply 3 WF58 Job Reference (optional) I37998707 8.220 s Mar 22 2019 MiTek Industries, Inc. Wed Jul 31 14:41:56 2019 Page 6 Timberland Home Center, , Brazil, IN - 47834 ID:?STbUYTTIpiDv1b3ymQJzKyt_81-fU9MEeZ0KN5fahuGmnGM1?ZXtBUYOEBp5VpHm1ysWPv LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 20=43(F) 19=-5010(F) 16=-3029(F) 9=-2287 13=62(F) 5=-697 32=390(F) 33=58(F) 34=106(F) 35=159(F) 37=127(F) 38=238(F) 39=94(F) 40=66(F) Trapezoidal Loads (plf) Vert: 2=-276-to-4=-180, 4=-255-to-29=-251 34) 12th Unbal.Dead + 0.75 Snow (unbal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-74, 9-29=-23, 9-10=-355, 25-36=-20, 17-36=-50, 16-17=-20, 13-16=-456(F=-436), 12-15=-436(F), 11-12=-456(F=-436) Horz: 1-2=-19, 2-4=-16 Concentrated Loads (lb) Vert: 20=43(F) 19=-5010(F) 16=-3029(F) 9=-2287 13=62(F) 5=-697 32=390(F) 33=58(F) 34=106(F) 35=159(F) 37=127(F) 38=238(F) 39=94(F) 40=66(F) Trapezoidal Loads (plf) Vert: 2=-341-to-4=-245, 4=-190-to-29=-186 35) 13th Unbal.Dead + 0.75 Snow (unbal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 29-31=-88, 7-31=-44, 7-9=-88, 9-10=-420, 25-36=-20, 17-36=-50, 16-17=-20, 13-16=-456(F=-436), 12-15=-436(F), 11-12=-456(F=-436) Horz: 1-2=-10, 2-4=-6 Concentrated Loads (lb) Vert: 20=43(F) 19=-5010(F) 16=-3029(F) 9=-2287 13=62(F) 5=-697 32=390(F) 33=58(F) 34=106(F) 35=159(F) 37=127(F) 38=238(F) 39=94(F) 40=66(F) Trapezoidal Loads (plf) Vert: 2=-286-to-4=-190, 4=-255-to-29=-251 36) 14th Unbal.Dead + 0.75 Snow (unbal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-84, 9-29=-23, 9-10=-355, 25-36=-20, 17-36=-50, 16-17=-20, 13-16=-456(F=-436), 12-15=-436(F), 11-12=-456(F=-436) Horz: 1-2=-10, 2-4=-6 Concentrated Loads (lb) Vert: 20=43(F) 19=-5010(F) 16=-3029(F) 9=-2287 13=62(F) 5=-697 32=390(F) 33=58(F) 34=106(F) 35=159(F) 37=127(F) 38=238(F) 39=94(F) 40=66(F) Trapezoidal Loads (plf) Vert: 2=-351-to-4=-255, 4=-190-to-29=-186 37) 15th Unbal.Dead + Minimum Snow + Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-32, 29-31=-118, 7-31=-60, 7-9=-118, 9-10=-494, 16-25=-20, 13-16=-512(F=-492), 12-15=-492(F), 11-12=-512(F=-492) Concentrated Loads (lb) Vert: 20=-1000(F) 19=-5662(F) 16=-4228(F) 9=-2585 13=-1242(F) 5=-788 32=-2233(F) 33=-887(F) 34=-872(F) 35=-1002(F) 37=-1148(F) 38=-535(F) 39=-1762(F) 40=-1201(F) Trapezoidal Loads (plf) Vert: 2=-317-to-4=-220, 4=-307-to-29=-303 38) 16th Unbal.Dead + Minimum Snow + Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-118, 9-29=-32, 9-10=-407, 16-25=-20, 13-16=-512(F=-492), 12-15=-492(F), 11-12=-512(F=-492) Concentrated Loads (lb) Vert: 20=-1000(F) 19=-5662(F) 16=-4228(F) 9=-2585 13=-1242(F) 5=-788 32=-2233(F) 33=-887(F) 34=-872(F) 35=-1002(F) 37=-1148(F) 38=-535(F) 39=-1762(F) 40=-1201(F) Trapezoidal Loads (plf) Vert: 2=-403-to-4=-307, 4=-220-to-29=-217 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 19-3701A Truss G20 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 4 WF58 Job Reference (optional) I37998708 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:08 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-yiSZvBpGPzw8ENuGTcIaByT56fMnfLTsEy7EkTysXIv Scale = 1:103.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 31 30 29 28 27 26 25 24 23 22 21 20 19 18 35 36 37 38 39 40 41 42 4344 45 46 6x8 10x12 MT20HS 10x12 MT20HS 6x8 8x8 7x12 MT20HS 12x18 MT20HS 6x12 MT20HS 3x6 3x6 6x8 6x8 5x6 4x6 5x6 8x10 8x12 MT20HS 3x6 12x20 3x6 8x8 10x20 10x12 5x6 6x8 6x8 12x20 3x6 4x8 3x6 Special LU24 LU24 LU24 LU24 0-1-12 0-1-12 2-5-6 2-3-10 4-7-4 2-1-14 8-5-1 3-9-13 12-2-14 3-9-13 17-8-14 5-6-0 24-3-4 6-6-6 27-10-14 3-7-10 31-6-8 3-7-10 37-0-10 5-6-2 41-7-12 4-7-2 46-0-0 4-4-4 -1-0-0 1-0-0 0-1-12 0-1-12 2-5-6 2-3-10 4-7-4 2-1-14 8-5-1 3-9-13 12-2-14 3-9-13 17-8-14 5-6-0 18-7-3 0-10-6 24-3-4 5-8-1 27-10-14 3-7-10 31-6-8 3-7-10 34-3-9 2-9-1 37-0-10 2-9-1 41-7-12 4-7-2 46-0-0 4-4-4 0-11-011-1-611-10-04-4-82-0-011-10-010.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-2-2,Edge], [7:0-9-8,0-5-0], [8:0-6-0,0-7-0], [9:0-5-4,0-3-4], [11:0-2-8,0-3-8], [14:0-4-12,0-2-12], [15:0-4-0,0-3-15], [17:Edge,0-1-12], [19:0-3-8,0-3-0], [21:0-8-12,0-5-0], [23:0-9-4,Edge], [25:0-10-0,0-7-0], [27:0-3-8,0-3-12], [30:0-9-0,0-6-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 12.0 0.0 * 15.0 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-MS 0.99 0.87 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -0.86 0.52 (loc) 25-27 25-27 18 l/defl >999 >641 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 2242 lb FT = 20% GRIP 169/123 148/108 LUMBER- TOP CHORD 2x8 SP No.2 *Except* 8-9: 2x10 SP No.2 BOT CHORD 2x8 SP No.2 *Except* 2-30: 2x8 SP 2250F 1.8E, 26-30,23-26: 2x10 SP 2250F 1.9E 13-22: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 10-25: 2x10 SP No.2, 11-23,21-23,14-23: 2x4 SPF-S 1650F 1.6E 14-21: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins, except end verticals, and 2-0-0 oc purlins (5-9-4 max.): 7-8, 9-15. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 22-23. REACTIONS.(lb/size)2=12594/0-7-4, 18=16319/0-3-8 (req. 0-7-1) Max Horz 2=217(LC 10) Max Uplift 2=-1264(LC 10), 18=-2488(LC 6) Max Grav 2=13712(LC 33), 18=17989(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-27021/2633, 3-4=-37086/3599, 4-6=-27948/2694, 6-7=-25472/2503, 7-8=-26776/2652, 8-9=-29061/2885, 9-10=-32904/3292, 10-11=-32904/3292, 11-13=-23359/2418, 13-14=-23330/2415, 14-15=-13663/1552, 15-16=-17131/1907, 16-17=-13424/1703, 17-18=-17882/2242 BOT CHORD 2-31=-2096/19633, 30-31=-2305/21811, 29-30=-2902/28485, 28-29=-2168/21490, 27-28=-1961/19594, 25-27=-2690/26933, 24-25=-2935/28894, 23-24=-2935/28894, 13-23=-5/344, 21-22=-63/641, 19-21=-1258/10133 WEBS 4-30=-923/9076, 4-29=-8225/910, 6-29=-389/4035, 6-28=-3584/448, 7-28=-407/4046, 7-27=-1437/13392, 8-27=-11392/1159, 9-27=-77/490, 9-25=-1329/11694, 10-25=-12780/1577, 11-25=-1008/10857, 11-24=-73/1135, 11-23=-14487/1361, 14-21=-19741/1917, 15-21=-1028/9427, 16-21=-332/5509, 16-19=-6711/306, 17-19=-1676/13538, 21-23=-1965/18546, 14-23=-2020/20980, 3-31=-4811/489, 3-30=-963/10072 NOTES- 1) N/A 2) 4-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc, 2x10 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-5-0 oc, 2x10 - 5 rows staggered at 0-4-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 31-3 2x4 - 1 row at 0-7-0 oc, 2x10 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Attach TC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. Continued on page 2 PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FOR LOADS REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0.148"x 3" NAILS PER HANGER MANUFACTURER SPECIFICATIONS. July 31,2019 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 19-3701A Truss G20 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 4 WF58 Job Reference (optional) I37998708 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:08 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-yiSZvBpGPzw8ENuGTcIaByT56fMnfLTsEy7EkTysXIv NOTES- 3) 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. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 6) Unbalanced snow loads have been considered for this design. 7) 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. 8) Provide adequate drainage to prevent water ponding. 9) All plates are MT20 plates unless otherwise indicated. 10) The Fabrication Tolerance at joint 23 = 16% 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, with BCDL = 15.0psf. 13) WARNING: Required bearing size at joint(s) 18 greater than input bearing size. 14) Bearing at joint(s) 2, 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 15) LGT4-SDS3 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 18. This connection is for uplift only and does not consider lateral forces. 16) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 17) Use Simpson Strong-Tie LU24 (4-SD9112 Girder, 2-SD9112 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 39-9-4 from the left end to 45-2-12 to connect truss(es) to back face of bottom chord. 18) Fill all nail holes where hanger is in contact with lumber. 19) LGT4 Hurricane ties must have four studs in line below the truss. 20) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 14508 lb down and 1330 lb up at 24-3-4 on top chord, and 2856 lb down and 262 lb up at 39-4-4, and 8444 lb down and 982 lb up at 24-3-4 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: 1-7=-64, 7-8=-64, 8-9=-64, 9-15=-64, 15-17=-64, 30-32=-30, 23-30=-30, 18-22=-30 Concentrated Loads (lb) Vert: 10=-12700 25=-8444(B) 42=-2500(F) 43=-222(B) 44=-222(B) 45=-222(B) 46=-228(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 19-3701A Truss G21 Truss Type Diagonal Hip Girder Qty 2 Ply 1 WF58 Job Reference (optional) I37998709 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:09 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-Qu?x7XquAH2?rXTS1KppjA0Sh3p4Oy3?TcsoGvysXIu Scale = 1:18.0 1 2 3 4 6 5 10 11 2x4 4x4 4x4 3x4 3x4 2x4 TJC37 TJC37 TJC37 TJC37 4-4-14 4-4-14 8-4-5 3-11-7 -1-5-0 1-5-0 4-4-14 4-4-14 8-4-5 3-11-7 0-5-02-4-102.83 12 Plate Offsets (X,Y)-- [2:0-4-7,0-0-5] 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-MP 0.23 0.42 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.06 0.01 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=511/Mechanical, 2=546/0-4-9 Max Horz 2=72(LC 6) Max Uplift 5=-113(LC 10), 2=-131(LC 6) Max Grav 5=547(LC 17), 2=557(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1179/223 BOT CHORD 2-6=-253/1138, 5-6=-253/1138 WEBS 3-6=-37/323, 3-5=-1183/263 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=113. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 10) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent spaced at 2-9-15 oc max. starting at 2-9-8 from the left end to 5-7-7 to connect truss(es) to front face of bottom chord. 11) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent spaced at 2-9-15 oc max. starting at 2-9-8 from the left end to 5-7-7 to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 July 31,2019 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 19-3701A Truss G21 Truss Type Diagonal Hip Girder Qty 2 Ply 1 WF58 Job Reference (optional) I37998709 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:09 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-Qu?x7XquAH2?rXTS1KppjA0Sh3p4Oy3?TcsoGvysXIu LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 10=-74(F=-37, B=-37) 11=-240(F=-120, B=-120) 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 19-3701A Truss G22 Truss Type Hip Girder Qty 1 Ply 2 WF58 Job Reference (optional) I37998710 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:11 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-NH7hYDr8iuIj5qdr8lrHob5fvtMqsvBIxwLuLoysXIs Scale = 1:34.6 1 2 3 4 5 8 7 6 15 16 17 18 5x8 4x6 3x6 3x6 5x6 2x4 4x4 THJA26 LU24 LU24 LU24 THJA26 6-0-0 6-0-0 14-0-0 8-0-0 20-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 14-0-0 8-0-0 20-0-0 6-0-0 0-5-02-5-00-5-02-5-04.00 12 Plate Offsets (X,Y)-- [3:0-5-8,0-2-8] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.83 0.92 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.38 0.06 (loc) 6-8 6-8 5 l/defl >999 >627 n/a L/d 240 180 n/a PLATES MT20 Weight: 152 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SP 2400F 2.0E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-6 oc purlins, except 2-0-0 oc purlins (5-11-12 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=1886/0-3-8, 2=1951/0-3-8 Max Horz 2=35(LC 14) Max Uplift 5=-344(LC 7), 2=-377(LC 6) Max Grav 5=1976(LC 29), 2=2076(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5329/981, 3-4=-5132/966, 4-5=-5341/986 BOT CHORD 2-8=-908/5034, 6-8=-920/5121, 5-6=-893/5045 WEBS 3-8=-186/1278, 4-6=-189/1288 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 0-7-0 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) Unbalanced snow loads have been considered for this design. 6) 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. 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5 and 2. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Use Simpson Strong-Tie THJA26 (THJA26 on 2 ply, Left Hand Hip) or equivalent at 6-0-6 from the left end to connect truss(es) to front face of bottom chord. 13) Use Simpson Strong-Tie LU24 (4-10d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 8-0-12 from the left end to 11-11-4 to connect truss(es) to front face of bottom chord. 14) Use Simpson Strong-Tie THJA26 (THJA26 on 2 ply, Right Hand Hip) or equivalent at 13-11-10 from the left end to connect truss(es) to front face of bottom chord. Continued on page 2 July 31,2019 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 19-3701A Truss G22 Truss Type Hip Girder Qty 1 Ply 2 WF58 Job Reference (optional) I37998710 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:11 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-NH7hYDr8iuIj5qdr8lrHob5fvtMqsvBIxwLuLoysXIs NOTES- 15) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-5=-60, 9-12=-20 Concentrated Loads (lb) Vert: 7=-228(F) 8=-747(F) 6=-747(F) 17=-228(F) 18=-228(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 19-3701A Truss G23 Truss Type Common Girder Qty 1 Ply 2 WF58 Job Reference (optional) I37998711 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:13 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-JfFSzvtODWYRK8nDGAtlu0AAVgClKfobOEq?PgysXIq Scale: 3/16"=1' 1 2 3 4 5 6 10 9 8 7 14 15 16 1718 19 20 21 3x4 2x4 3x6 2x4 8x8 3x6 4x6 4x4 5x8 4x4 LU26 LU24 LU24 LU24 LU24 LU24 LU24 4-0-9 4-0-9 7-10-5 3-9-12 11-8-2 3-9-12 15-4-0 3-7-14 15-5-0 0-1-0 4-0-9 4-0-9 7-10-5 3-9-12 11-8-2 3-9-12 15-5-0 3-8-14 0-7-1210-4-87-3-110.00 12 Plate Offsets (X,Y)-- [9:0-2-12,0-4-8] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.12 0.31 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.01 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 212 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=2048/0-3-8, 1=2070/0-3-8 Max Horz 1=243(LC 10) Max Uplift 7=-227(LC 10), 1=-125(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2521/155, 2-4=-1700/134, 4-5=-894/129 BOT CHORD 1-10=-302/1878, 9-10=-302/1878, 8-9=-186/1281, 7-8=-71/628 WEBS 2-10=-40/874, 2-9=-848/160, 4-9=-125/1442, 4-8=-1336/235, 5-8=-224/2024, 5-7=-1814/205 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) Unbalanced snow loads have been considered for this design. 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7 and 1. This connection is for uplift only and does not consider lateral forces. 9) Use Simpson Strong-Tie LU26 (6-10d Girder, 4-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 1-6-12 from the left end to connect truss(es) to front face of bottom chord. 10) Use Simpson Strong-Tie LU24 (4-10d Girder, 2-10dx1 1/2 Truss) or equivalent spaced at 2-0-0 oc max. starting at 3-6-12 from the left end to 13-6-12 to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 July 31,2019 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 19-3701A Truss G23 Truss Type Common Girder Qty 1 Ply 2 WF58 Job Reference (optional) I37998711 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:13 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-JfFSzvtODWYRK8nDGAtlu0AAVgClKfobOEq?PgysXIq LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-5=-60, 5-6=-60, 7-11=-20 Concentrated Loads (lb) Vert: 8=-413(F) 16=-413(F) 17=-413(F) 18=-413(F) 19=-413(F) 20=-418(F) 21=-413(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 19-3701A Truss G24 Truss Type Common Girder Qty 1 Ply 1 WF58 Job Reference (optional) I37998712 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:14 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-nspqAEu0_pgIyILQptO_QDjLa4Z13FulduaYx7ysXIp Scale = 1:22.5 1 2 3 411 12 3x4 3x4 2x4 4x4 LU26 LU26 2-9-8 2-9-8 5-7-0 2-9-8 2-9-8 2-9-8 5-7-0 2-9-8 0-7-122-11-110-7-1210.00 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.10 0.24 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 4-10 4-10 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=633/0-3-8, 3=639/0-3-8 Max Horz 1=-45(LC 6) Max Uplift 1=-46(LC 10), 3=-46(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-671/72, 2-3=-670/72 BOT CHORD 1-4=-27/472, 3-4=-27/472 WEBS 2-4=-45/654 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 3. This connection is for uplift only and does not consider lateral forces. 7) Use Simpson Strong-Tie LU26 (6-10d Girder, 4-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-9-12 from the left end to 3-9-12 to connect truss(es) to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 5-8=-20 Concentrated Loads (lb) Vert: 11=-413(B) 12=-413(B) July 31,2019 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 19-3701A Truss G25 Truss Type Hip Girder Qty 1 Ply 2 WF58 Job Reference (optional) I37998713 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:17 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-BRUyoGwvHk2spl4?V?yh2sLqTHWQGbmBJroDYSysXIm Scale = 1:38.8 1 2 3 4 5 6 7 8 9 12 11 10 21 22 23 24 25 26 27 28 29 30 31 32 4x4 4x4 3x10 3x4 8x8 8x8 3x10 3x4 2x4 3x10 Special Special LU24 LU24 LU24 LU24 LU24 Special Special 5-5-3 5-5-3 9-2-0 3-8-13 12-10-13 3-8-13 18-4-0 5-5-3 -0-10-0 0-10-0 4-11-1 4-11-1 9-2-0 4-2-15 13-4-15 4-2-15 18-4-0 4-11-1 19-2-0 0-10-0 0-11-05-10-10-11-01-6-04-4-112.00 12 3.50 12 Plate Offsets (X,Y)-- [2:0-4-6,0-1-1], [4:0-2-4,0-1-12], [6:0-2-4,0-1-12], [8:0-4-6,0-1-1] 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-MS 0.25 0.46 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.09 0.07 (loc) 11 11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 185 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 2-6-0, Right 2x4 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1974/0-3-8, 8=1974/0-3-8 Max Horz 2=-113(LC 8) Max Uplift 2=-574(LC 10), 8=-574(LC 11) Max Grav 2=2192(LC 29), 8=2192(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2839/818, 4-5=-2179/663, 5-6=-2179/632, 6-8=-2839/778 BOT CHORD 2-12=-649/2105, 11-12=-829/2794, 10-11=-829/2794, 8-10=-570/2105 WEBS 4-12=-525/1762, 5-12=-897/329, 5-11=-303/708, 5-10=-897/331, 6-10=-541/1762 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 8. This connection is for uplift only and does not consider lateral forces. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Use Simpson Strong-Tie LU24 (4-10d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 6-0-12 from the left end to 12-3-4 to connect truss(es) to back face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. Continued on page 2 July 31,2019 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 19-3701A Truss G25 Truss Type Hip Girder Qty 1 Ply 2 WF58 Job Reference (optional) I37998713 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:17 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-BRUyoGwvHk2spl4?V?yh2sLqTHWQGbmBJroDYSysXIm NOTES- 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 377 lb down and 169 lb up at 2-0-12, 260 lb down and 90 lb up at 4-0-12, and 260 lb down and 90 lb up at 14-3-4, and 377 lb down and 169 lb up at 16-3-4 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, 4-6=-60, 6-9=-60, 12-13=-20, 10-12=-20, 10-17=-20 Concentrated Loads (lb) Vert: 11=-221(B) 25=-377(B) 26=-260(B) 27=-221(B) 28=-221(B) 29=-221(B) 30=-221(B) 31=-260(B) 32=-377(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 19-3701A Truss G26 Truss Type Half Hip Girder Qty 2 Ply 1 WF58 Job Reference (optional) I37998714 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:19 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-8pcjDyy9pMIa23ENcQ_97HQ9y5HSkXUUm9HJdKysXIk Scale = 1:17.6 1 2 3 4 8 7 6 5 9 10 11 12 5x8 3x4 4x4 5x6 2x4 3x10 Special 1-4-5 1-4-5 2-3-9 0-11-3 6-0-0 3-8-7 -1-1-4 1-1-4 2-3-9 2-3-9 6-0-0 3-8-7 1-0-12-11-02-4-90-6-710.00 12 6.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-2-0], [7:0-3-0,0-3-8] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.31 0.16 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.01 (loc) 7 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=274/Mechanical, 8=394/0-3-8 Max Horz 8=99(LC 10) Max Uplift 5=-153(LC 6), 8=-141(LC 10) Max Grav 5=397(LC 25), 8=530(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-295/164, 2-8=-428/165 BOT CHORD 6-7=-143/266, 5-6=-151/284 WEBS 3-5=-277/163 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; porch left exposed; 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=153. 11) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8. This connection is for uplift only and does not consider lateral forces. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 109 lb down and 121 lb up at 1-10-12, and 45 lb down and 71 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) Special hanger(s) or other connection device(s) shall be provided at 2-11-12 from the left end sufficient to connect truss(es) to back face of bottom chord. The design/selection of such special connection device(s) is the responsibility of others. 15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 July 31,2019 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 19-3701A Truss G26 Truss Type Half Hip Girder Qty 2 Ply 1 WF58 Job Reference (optional) I37998714 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:19 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-8pcjDyy9pMIa23ENcQ_97HQ9y5HSkXUUm9HJdKysXIk LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 7-8=-20, 5-7=-20 Concentrated Loads (lb) Vert: 11=-105(B) 12=-31(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 19-3701A Truss G27 Truss Type Half Hip Girder Qty 2 Ply 1 WF58 Job Reference (optional) I37998715 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:20 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-c0A5RIynafQRgDpaA8VOgUzMSVfxT?td?p1t9mysXIj Scale = 1:15.7 1 2 3 4 6 5 5x6 3x10 2x4 Special 2-0-0 2-0-0 -0-10-0 0-10-0 1-7-6 1-7-6 2-0-0 0-4-10 0-11-02-6-62-0-60-6-02-1-70-4-1512.00 12 3.50 12 Plate Offsets (X,Y)-- [3:0-1-4,0-1-4], [3:0-2-8,Edge], [4:0-1-4,0-1-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.13 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)6=144/0-3-8, 5=91/Mechanical Max Horz 6=85(LC 10) Max Uplift 5=-101(LC 10) Max Grav 6=268(LC 26), 5=130(LC 52) 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=25ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; porch left exposed; 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=101. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 44 lb down and 47 lb up at 1-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 5=-40(F) July 31,2019 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 19-3701A Truss H01 Truss Type Hip Qty 1 Ply 1 WF58 Job Reference (optional) I37998716 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:41 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-U2x1rTDyd64ShRwcu2NJ0wLnOyjLuPpjqacUP3ysXIO Scale = 1:46.4 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 20 21 22 23 24 5x8 5x8 3x4 3x4 3x4 3x4 4x6 4x8 4x8 4x6 7-5-3 7-5-3 14-6-14 7-1-11 22-0-0 7-5-2 -1-0-0 1-0-0 6-4-1 6-4-1 11-0-0 4-7-15 15-7-15 4-7-15 22-0-0 6-4-1 23-0-0 1-0-0 1-1-07-5-11-1-07-5-112.00 12 Plate Offsets (X,Y)-- [3:0-2-12,0-2-0], [5:0-2-12,0-2-0] 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-MS 0.82 0.50 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.15 0.03 (loc) 11-12 11-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 120 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* 2-12,6-8: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 5-8 REACTIONS.(lb/size)12=934/0-3-8, 8=934/0-3-8 Max Horz 12=-143(LC 12) Max Uplift 12=-41(LC 14), 8=-41(LC 15) Max Grav 12=1232(LC 33), 8=1232(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-839/354, 3-4=-762/138, 4-5=-762/138, 5-6=-839/354, 2-12=-954/338, 6-8=-954/337 BOT CHORD 11-12=-65/723, 9-11=-61/920, 8-9=-8/695 WEBS 3-11=-12/532, 4-11=-360/115, 4-9=-360/115, 5-9=-12/532, 3-12=-917/124, 5-8=-917/124 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-4-1, Exterior(2) 6-4-1 to 10-6-15, Interior(1) 10-6-15 to 15-7-15, Exterior(2) 15-7-15 to 19-10-14, Interior(1) 19-10-14 to 23-0-0 zone; cantilever 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 12 and 8. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss H02 Truss Type Hip Qty 1 Ply 1 WF58 Job Reference (optional) I37998717 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:42 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-yEVP2pDbOQCJJbUoSlvYZ7tvjM3hdvKs3EM1xVysXIN Scale = 1:53.4 1 2 3 4 5 6 7 8 9 10 13 12 11 22 23 24 25 26 5x6 8x8 5x12 MT20HS 5x6 3x4 3x10 2x4 3x4 2x4 5x12 MT20HS 5x6 8-0-1 8-0-1 13-11-15 5-11-14 22-0-0 8-0-1 -1-0-0 1-0-0 4-1-12 4-1-12 8-0-1 3-10-4 13-11-15 5-11-14 17-10-4 3-10-4 22-0-0 4-1-12 23-0-0 1-0-0 1-1-09-1-11-1-09-1-112.00 12 Plate Offsets (X,Y)-- [2:0-7-13,0-0-2], [5:0-2-8,Edge], [6:0-5-0,0-1-12], [9:0-7-13,0-0-2] 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-MS 0.98 0.43 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.17 0.03 (loc) 11-13 11-20 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 125 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 3-1-9, Right 2x8 SP No.2 3-1-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-5 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13 REACTIONS.(lb/size)2=940/0-3-8, 9=940/0-3-8 Max Horz 2=-175(LC 12) Max Uplift 2=-45(LC 14), 9=-45(LC 15) Max Grav 2=1383(LC 33), 9=1383(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1264/129, 4-5=-1099/161, 5-6=-657/157, 6-7=-1099/162, 7-9=-1263/129 BOT CHORD 2-13=-89/833, 11-13=0/656, 9-11=-5/833 WEBS 4-13=-280/158, 5-13=-17/356, 6-11=-45/414, 7-11=-280/158 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-0-1, Exterior(2) 8-0-1 to 12-2-15, Interior(1) 12-2-15 to 13-11-15, Exterior(2) 13-11-15 to 17-11-6, Interior(1) 17-11-6 to 23-0-0 zone; cantilever 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 9. This connection is for uplift only and does not consider lateral forces. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss H03 Truss Type Hip Qty 1 Ply 1 WF58 Job Reference (optional) I37998718 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:44 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-vddATVFrw1S1YveBaAx0eYzMdAjo5oi9WYr8?NysXIL Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 13 12 11 22 23 24 25 26 27 28 29 30 31 32 33 34 35 5x8 6x8 5x12 MT20HS 5x6 4x4 3x10 2x4 3x4 2x4 5x12 MT20HS 5x6 7-5-3 7-5-3 14-6-14 7-1-11 22-0-0 7-5-2 -1-0-0 1-0-0 4-11-12 4-11-12 9-8-1 4-8-4 12-3-15 2-7-14 17-0-4 4-8-4 22-0-0 4-11-12 23-0-0 1-0-0 1-1-010-9-11-1-010-9-112.00 12 Plate Offsets (X,Y)-- [2:0-7-13,0-0-2], [5:0-5-0,0-1-12], [6:0-2-8,Edge], [9:0-7-13,0-0-2] 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-MS 0.57 0.52 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.22 0.05 (loc) 11-13 11-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 128 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 2-6-0, Right 2x8 SP No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13 REACTIONS.(lb/size)2=940/0-3-8, 9=940/0-3-8 Max Horz 2=-208(LC 12) Max Uplift 2=-48(LC 14), 9=-48(LC 15) Max Grav 2=1440(LC 33), 9=1441(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1491/118, 4-5=-1339/204, 5-6=-685/179, 6-7=-1339/204, 7-9=-1490/118 BOT CHORD 2-13=-79/1008, 11-13=0/708, 9-11=0/952 WEBS 4-13=-397/214, 5-13=-80/559, 6-11=-122/629, 7-11=-399/214 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-8-1, Exterior(2) 9-8-1 to 16-6-14, Interior(1) 16-6-14 to 23-0-0 zone; cantilever 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 9. This connection is for uplift only and does not consider lateral forces. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss H04 Truss Type Half Hip Qty 2 Ply 1 WF58 Job Reference (optional) I37998719 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:45 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-NpBYgrGThLauA3DN7uSFBmVXFa51qIdJlCahYqysXIK Scale = 1:31.7 1 2 3 4 5 6 11 12 4x4 2x4 3x4 3x10 4x4 6-0-0 6-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 6-0-0 1-0-0 0-11-05-1-010.00 12 Plate Offsets (X,Y)-- [2:0-6-7,Edge], [4:0-2-0,0-1-13] 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-MP 0.58 0.39 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.16 0.06 (loc) 6-9 6-9 2 l/defl >885 >427 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=229/Mechanical, 2=299/0-3-8 Max Horz 2=149(LC 14) Max Uplift 6=-76(LC 14) Max Grav 6=316(LC 30), 2=508(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-316/72 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-0-0, Exterior(2) 5-0-0 to 5-10-4 zone; cantilever 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss H05 Truss Type Hip Qty 1 Ply 1 WF58 Job Reference (optional) I37998720 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:47 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-JCII5XHjDyqcPMNmFJUjGBboTNgNI6DbCW3ociysXII Scale = 1:67.2 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 26 27 28 29 30 31 32 33 34 35 36 37 38 5x6 3x6 5x6 5x10 4x6 5x10 4x6 4x8 3x10 2x4 3x4 3x4 3x4 3x10 2x4 4x8 9-7-1 9-7-1 18-4-0 8-8-15 27-0-15 8-8-15 36-8-0 9-7-1 -1-0-0 1-0-0 4-11-4 4-11-4 9-7-1 4-7-12 15-5-0 5-9-15 21-3-0 5-9-15 27-0-15 5-9-15 31-8-12 4-7-12 36-8-0 4-11-4 0-11-08-10-140-11-08-10-1410.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-0], [5:0-3-0,0-2-1], [9:0-3-0,0-2-1], [12: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-MS 0.85 0.84 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.45 0.15 (loc) 15-17 15-17 12 l/defl >999 >979 n/a L/d 240 180 n/a PLATES MT20 Weight: 181 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-16: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-6-0, Right 2x6 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (3-5-1 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-17, 8-13 REACTIONS.(lb/size)12=1466/Mechanical, 2=1527/0-3-8 Max Horz 2=166(LC 11) Max Uplift 12=-37(LC 15), 2=-54(LC 14) Max Grav 12=1733(LC 33), 2=1794(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2171/201, 4-5=-2098/213, 5-6=-1614/207, 6-8=-2168/229, 8-9=-1615/206, 9-10=-2100/219, 10-12=-2173/206 BOT CHORD 2-17=-162/1582, 15-17=-141/2136, 13-15=-112/2137, 12-13=-86/1585 WEBS 4-17=-355/165, 5-17=-33/930, 6-17=-949/158, 6-15=0/256, 8-15=0/253, 8-13=-948/158, 9-13=-37/932, 10-13=-360/166 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-8-0, Interior(1) 2-8-0 to 9-7-1, Exterior(2) 9-7-1 to 14-9-4, Interior(1) 14-9-4 to 27-0-15, Exterior(2) 27-0-15 to 32-3-3, Interior(1) 32-3-3 to 36-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 10) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss H06 Truss Type Hip Qty 1 Ply 1 WF58 Job Reference (optional) I37998721 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:49 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-FbQ3WCJ_la4KegX8MkXBLcg7bBKhm?lugqYvhbysXIG Scale = 1:74.6 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 3x6 6x8 6x8 5x10 4x6 5x10 4x6 4x6 3x4 2x4 3x10 2x4 2x4 4x8 2x4 4x8 9-3-12 9-3-12 18-4-0 9-0-4 27-4-4 9-0-4 36-8-0 9-3-12 -1-0-0 1-0-0 6-1-11 6-1-11 11-11-14 5-10-3 18-4-0 6-4-2 24-8-2 6-4-2 28-6-15 3-10-13 32-5-11 3-10-13 36-8-0 4-2-5 0-11-010-10-140-11-010-10-1410.00 12 Plate Offsets (X,Y)-- [2:0-6-3,0-0-4], [6:0-6-4,0-2-0], [8:0-6-4,0-2-0], [12: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-MS 0.94 0.92 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.52 0.12 (loc) 13-15 13-15 12 l/defl >999 >847 n/a L/d 240 180 n/a PLATES MT20 Weight: 191 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-6-0, Right 2x6 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-15 REACTIONS.(lb/size)12=1466/Mechanical, 2=1527/0-3-8 Max Horz 2=205(LC 11) Max Uplift 12=-52(LC 15), 2=-70(LC 14) Max Grav 12=1813(LC 33), 2=1875(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2295/190, 4-6=-2083/248, 6-7=-1624/239, 7-8=-1624/239, 8-9=-2058/283, 9-10=-2075/198, 10-12=-2300/196 BOT CHORD 2-17=-135/1694, 15-17=-91/1335, 13-15=-7/1313, 12-13=-81/1656 WEBS 4-17=-476/217, 6-17=-88/731, 6-15=-114/597, 7-15=-833/164, 8-15=-112/623, 8-13=-132/813, 9-13=-485/166 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-8-0, Interior(1) 2-8-0 to 11-11-14, Exterior(2) 11-11-14 to 17-2-1, Interior(1) 17-2-1 to 24-8-2, Exterior(2) 24-8-2 to 29-10-6, Interior(1) 29-10-6 to 36-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 10) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss H07 Truss Type Half Hip Qty 1 Ply 1 WF58 Job Reference (optional) I37998722 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:50 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-jn_RkYKcWtCBGq6LwR2QtpDT3brnVZN2vUISD1ysXIF Scale = 1:28.0 1 2 3 4 5 6 11 12 2x4 5x10 5x6 3x4 4x4 6-0-0 6-0-0 -1-0-0 1-0-0 3-0-1 3-0-1 6-0-0 2-11-15 1-1-04-1-112.00 12 Plate Offsets (X,Y)-- [2:0-6-5,0-0-2], [4:0-2-8,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.25 0.22 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.02 (loc) 6-9 6-9 2 l/defl >999 >847 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=299/0-3-8, 6=229/Mechanical Max Horz 2=119(LC 14) Max Uplift 2=-2(LC 14), 6=-39(LC 11) Max Grav 2=474(LC 30), 6=336(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-373/30 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-0-1, Exterior(2) 3-0-1 to 5-10-4 zone; cantilever 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 10) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss H08 Truss Type Half Hip Qty 1 Ply 1 WF58 Job Reference (optional) I37998723 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:51 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-CzYpxuKEHBK2u_gXU8ZfQ1lZi_9uE?oB7820lTysXIE Scale = 1:35.3 1 2 3 4 5 6 11 4x6 2x4 3x4 5x10 5x6 6-0-0 6-0-0 -1-0-0 1-0-0 4-8-1 4-8-1 6-0-0 1-3-15 1-1-05-9-112.00 12 Plate Offsets (X,Y)-- [2:0-6-5,0-0-2], [4:0-4-8,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.51 0.36 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.15 0.07 (loc) 6-9 6-9 2 l/defl >969 >457 n/a L/d 240 180 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 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=229/Mechanical, 2=299/0-3-8 Max Horz 2=169(LC 14) Max Uplift 6=-90(LC 14) Max Grav 6=303(LC 30), 2=524(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-303/72 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-8-1, Exterior(2) 4-8-1 to 5-10-4 zone; cantilever 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss H09 Truss Type Half Hip Qty 1 Ply 1 WF58 Job Reference (optional) I37998724 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:52 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-gA6B8ELs2VTuV8Fj2s4uzEIoWOYYzSRKMonZHwysXID Scale = 1:25.0 1 2 3 4 7 6 5 8 9 6x8 2x4 5x6 3x4 2x4 3x4 3-7-8 3-7-8 6-0-0 2-4-8 -1-0-0 1-0-0 3-0-1 3-0-1 6-0-0 2-11-15 1-1-04-1-12-5-11-8-012.00 12 6.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-1-12] 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-MP 0.25 0.14 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=221/Mechanical, 7=304/0-3-8 Max Horz 7=118(LC 14) Max Uplift 5=-40(LC 11), 7=-2(LC 14) Max Grav 5=330(LC 29), 7=483(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-307/118, 2-7=-332/204 WEBS 3-7=-257/0 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-0-1, Exterior(2) 3-0-1 to 5-10-4 zone; cantilever 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 11) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss H10 Truss Type Half Hip Qty 1 Ply 1 WF58 Job Reference (optional) I37998725 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:53 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-8MgZMaMUpobl7HqvbZb7VSqtbouCiv?UbSX7qMysXIC Scale = 1:35.7 1 2 3 4 7 6 5 8 5x8 2x4 3x4 2x4 5x6 3x6 4-3-8 4-3-8 6-0-0 1-8-8 -1-0-0 1-0-0 4-8-1 4-8-1 6-0-0 1-3-15 1-1-05-9-13-9-12-0-012.00 12 6.00 12 Plate Offsets (X,Y)-- [3:0-2-8,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-MP 0.62 0.18 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=221/Mechanical, 7=304/0-3-8 Max Horz 7=168(LC 14) Max Uplift 5=-92(LC 14) Max Grav 5=290(LC 30), 7=534(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-340/5, 2-7=-493/123 WEBS 3-5=-270/130 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-8-1, Exterior(2) 4-8-1 to 5-10-4 zone; cantilever 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss H11 Truss Type Hip Qty 1 Ply 1 WF58 Job Reference (optional) I37998726 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:55 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-4knKnGNkKQrTMb_Ij_dbatwC6cUBAoZn2m0DuFysXIA Scale = 1:44.5 1 2 3 4 5 6 7 8 9 10 13 12 11 22 23 24 25 26 27 28 29 30 31 6x8 6x8 6x8 4x4 5x8 5x8 6x8 4x4 2x4 3x4 2x4 2-10-6 2-10-6 9-2-0 6-3-10 15-5-10 6-3-10 18-4-0 2-10-6 -0-10-0 0-10-0 2-10-6 2-10-6 6-7-1 3-8-12 11-8-15 5-1-13 15-5-10 3-8-12 18-4-0 2-10-6 19-2-0 0-10-0 0-11-07-6-10-11-00-9-06-9-112.00 12 3.50 12 Plate Offsets (X,Y)-- [5:0-6-4,0-1-12], [6:0-6-4,0-1-12], [11:0-5-4,0-2-8], [13:0-5-4,0-2-8] 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-MS 0.68 0.46 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.15 0.06 (loc) 12-13 12-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 98 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-6-0, Right 2x6 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-12 oc purlins, except 2-0-0 oc purlins (5-5-7 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=783/0-3-8, 9=783/0-3-8 Max Horz 2=145(LC 13) Max Uplift 2=-37(LC 14), 9=-37(LC 15) Max Grav 2=1145(LC 33), 9=1145(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1377/86, 4-5=-1449/235, 5-6=-633/117, 6-7=-1448/237, 7-9=-1375/87 BOT CHORD 2-13=-99/952, 12-13=-50/616, 11-12=-7/601, 9-11=-9/927 WEBS 4-13=-275/205, 5-13=-207/667, 6-11=-177/627, 7-11=-275/211 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -0-10-0 to 2-2-0, Interior(1) 2-2-0 to 6-7-1, Exterior(2) 6-7-1 to 10-10-0, Interior(1) 10-10-0 to 11-8-15, Exterior(2) 11-8-15 to 15-11-13, Interior(1) 15-11-13 to 19-2-0 zone; cantilever 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 9. This connection is for uplift only and does not consider lateral forces. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss H12 Truss Type Hip Qty 1 Ply 1 WF58 Job Reference (optional) I37998727 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:56 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-YxLi_cON5jzK_lZUHi9q74SSA?snvDjwHQlnQhysXI9 Scale = 1:56.0 1 2 3 4 5 6 7 9 8 14 15 16 4x4 4x6 2x4 3x10 4x4 3x4 3x10 2x4 8-3-1 8-3-1 11-10-8 3-7-7 -0-10-0 0-10-0 4-3-5 4-3-5 8-3-1 3-11-13 10-0-15 1-9-13 11-10-8 1-9-9 0-11-09-2-17-4-89-2-112.00 12 Plate Offsets (X,Y)-- [2:0-6-1,Edge], [5:0-2-4,0-1-12], [6:0-4-4,0-1-0] 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-MS 0.34 0.38 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.22 0.02 (loc) 9-12 9-12 2 l/defl >999 >643 n/a L/d 240 180 n/a 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 No.2 SLIDER Left 2x6 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-9, 6-8 REACTIONS.(lb/size)2=521/0-3-8, 8=467/0-3-8 Max Horz 2=244(LC 14) Max Uplift 8=-100(LC 14) Max Grav 2=880(LC 33), 8=686(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-636/21, 4-5=-482/54 BOT CHORD 2-9=-147/450 WEBS 4-9=-374/167, 6-9=-100/492, 6-8=-585/86 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -0-10-0 to 2-2-0, Interior(1) 2-2-0 to 8-3-1, Exterior(2) 8-3-1 to 11-8-12 zone; cantilever 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss H13 Truss Type Half Hip Qty 2 Ply 1 WF58 Job Reference (optional) I37998728 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:57 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-07v4CxP?s15Bcv8hqPg3gI?aFPG6ek64W4VKz7ysXI8 Scale = 1:30.8 1 2 3 4 7 6 5 8 9 5x6 2x4 3x4 2x4 5x6 3x6 2-6-5 2-6-5 6-0-0 3-5-11 -1-1-4 1-1-4 4-8-6 4-8-6 6-0-0 1-3-10 1-0-14-11-03-9-91-1-710.00 12 6.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0] 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-MP 0.57 0.11 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=220/Mechanical, 7=312/0-3-8 Max Horz 7=143(LC 14) Max Uplift 5=-70(LC 14) Max Grav 5=280(LC 30), 7=528(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-337/11, 2-7=-505/125 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-1-4 to 1-10-12, Interior(1) 1-10-12 to 4-8-6, Exterior(2) 4-8-6 to 5-10-4 zone; cantilever 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss H14 Truss Type Half Hip Qty 1 Ply 1 WF58 Job Reference (optional) I37998729 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:41:58 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-UJTSPHQddLD2D3jtO6BICVYlrpQ8N4LDkkEtVaysXI7 Scale = 1:53.7 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 2x4 2x4 2x4 2x4 6x8 2x4 5x6 3x6 4x8 6x8 4x4 3x4 4x8 4x4 3x6 1-3-8 1-3-8 2-3-8 1-0-0 9-7-1 7-3-9 13-4-8 3-9-7 18-7-0 5-2-8 -1-0-0 1-0-0 1-3-8 1-3-8 2-3-8 1-0-0 5-11-4 3-7-12 9-7-1 3-7-12 13-4-8 3-9-7 18-7-0 5-2-8 0-11-08-10-141-4-010.00 12 Plate Offsets (X,Y)-- [6:0-6-4,0-2-0], [13:0-2-4,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.52 0.90 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.29 0.28 (loc) 12-13 12-13 9 l/defl >999 >750 n/a L/d 240 180 n/a PLATES MT20 Weight: 114 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16 5-2-9 oc bracing: 10-11. WEBS 1 Row at midpt 8-9 REACTIONS.(lb/size)9=730/Mechanical, 16=803/0-3-8 Max Horz 16=264(LC 14) Max Uplift 9=-93(LC 11), 16=-21(LC 14) Max Grav 9=1020(LC 29), 16=1138(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-885/8, 3-4=-2119/322, 4-5=-2307/400, 5-6=-883/85, 6-7=-473/67, 7-8=-440/61, 8-9=-1006/156, 2-16=-1083/53 BOT CHORD 4-13=-298/101, 12-13=-224/946, 11-12=-99/562, 10-11=-674/133, 7-11=-587/118 WEBS 3-15=-1224/287, 13-15=-330/955, 3-13=-260/1097, 5-13=-340/1151, 5-12=-570/196, 6-12=-67/613, 6-11=-436/89, 8-10=-123/873, 2-15=0/633 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-10, Interior(1) 2-0-10 to 9-7-1, Exterior(2) 9-7-1 to 13-9-15, Interior(1) 13-9-15 to 18-5-4 zone; cantilever 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9. 10) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 16. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss H15 Truss Type Half Hip Qty 1 Ply 1 WF58 Job Reference (optional) I37998730 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:00 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-RibDqzRt9yTmTMsGWXDmHwd6Wd9?rzMWC2j_aSysXI5 Scale = 1:65.5 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 4x4 2x4 3x4 2x4 2x4 5x8 5x10 4x6 4x6 6x18 4x8 4x4 5x10 3x6 1-3-8 1-3-8 2-3-8 1-0-0 7-1-11 4-10-3 13-4-8 6-2-13 18-7-0 5-2-8 -1-0-0 1-0-0 1-3-8 1-3-8 2-3-8 1-0-0 7-1-11 4-10-3 11-11-14 4-10-3 13-4-8 1-4-10 18-7-0 5-2-8 0-11-010-10-141-4-010.00 12 Plate Offsets (X,Y)-- [3:1-2-4,0-4-12], [5:0-2-8,0-3-4], [6:0-0-0,0-1-12], [7:0-2-4,0-2-0] 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-MS 0.51 0.68 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.26 0.32 (loc) 12-13 12-13 10 l/defl >999 >854 n/a L/d 240 180 n/a PLATES MT20 Weight: 123 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17 7-1-9 oc bracing: 13-14. WEBS 1 Row at midpt 9-10, 5-12, 8-10 REACTIONS.(lb/size)10=730/Mechanical, 17=803/0-3-8 Max Horz 17=324(LC 14) Max Uplift 10=-113(LC 14), 17=-3(LC 14) Max Grav 10=907(LC 29), 17=1097(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-869/0, 3-4=-2435/462, 4-5=-1397/52, 5-7=-646/40, 7-8=-342/66, 2-17=-1039/24 BOT CHORD 16-17=-312/279, 4-14=-273/642, 13-14=-690/2118, 12-13=-222/949, 8-12=-106/634, 10-11=-63/319 WEBS 3-16=-1215/362, 14-16=-422/930, 3-14=-399/1395, 4-13=-1194/477, 5-13=-13/381, 5-12=-786/197, 8-10=-756/149, 2-16=0/604 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-1-12, Interior(1) 2-1-12 to 11-11-14, Exterior(2) 11-11-14 to 16-2-12, Interior(1) 16-2-12 to 18-5-4 zone; cantilever 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=113. 10) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 17. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss H16 Truss Type Half Hip Qty 1 Ply 1 WF58 Job Reference (optional) I37998731 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:02 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-N5izFfT7hZjUig0edyGENLiQ0Qp8JnppfLC5eLysXI3 Scale = 1:77.8 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 4x6 6x8 2x4 3x4 2x4 2x4 3x6 5x8 4x6 5x6 4x6 4x8 4x8 4x4 3x6 4x4 3x6 1-3-8 1-3-8 2-3-8 1-0-0 7-10-0 5-6-8 13-4-8 5-6-8 18-7-0 5-2-8 -1-0-0 1-0-0 1-3-8 1-3-8 2-3-8 1-0-0 7-10-0 5-6-8 13-4-8 5-6-8 14-4-10 1-0-2 18-7-0 4-2-6 0-11-012-10-141-4-010.00 12 Plate Offsets (X,Y)-- [4:0-1-4,0-1-8], [6:0-3-0,Edge], [7:0-4-6,Edge], [8:0-6-0,0-1-12], [11:Edge,0-1-12], [14:0-5-8,0-1-8] 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-MS 0.64 0.76 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.31 0.39 (loc) 12-13 12-13 10 l/defl >999 >698 n/a L/d 240 180 n/a 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-9. BOT CHORD Rigid ceiling directly applied or 5-3-2 oc bracing. Except: 1 Row at midpt 7-12 WEBS 1 Row at midpt 9-10, 8-18 REACTIONS.(lb/size)10=725/Mechanical, 17=801/0-3-8 Max Horz 17=385(LC 14) Max Uplift 10=-176(LC 14) Max Grav 10=892(LC 30), 17=1046(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-824/0, 3-4=-2302/497, 4-5=-1310/15, 5-7=-688/10, 7-8=-354/74, 10-18=-884/212, 2-17=-990/0 BOT CHORD 16-17=-372/327, 4-14=-304/648, 13-14=-793/2006, 12-13=-244/918, 11-12=-658/203, 10-11=-65/275 WEBS 3-16=-1155/401, 14-16=-481/929, 3-14=-460/1312, 4-13=-1141/558, 5-13=-26/380, 5-12=-809/227, 8-11=-204/855, 8-18=-893/214, 2-16=0/574 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-1-12, Interior(1) 2-1-12 to 14-4-10, Exterior(2) 14-4-10 to 18-5-4 zone; cantilever 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=176. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss H17 Truss Type Half Hip Qty 1 Ply 1 WF58 Job Reference (optional) I37998732 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:03 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-rHGLS?UmStrLKqbqBgnTvZFdtqBi2DCyu?yeAnysXI2 Scale = 1:92.3 12 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 3x4 4x8 2x4 3x6 2x4 2x4 3x10 5x8 4x4 6x8 3x6 4x8 4x8 4x4 3x6 3x6 1 2 - 7 - 3 1-3-8 1-3-8 2-3-8 1-0-0 7-10-0 5-6-8 13-4-8 5-6-8 18-7-0 5-2-8 -1-0-0 1-0-0 1-3-8 1-3-8 2-3-8 1-0-0 7-10-0 5-6-8 13-4-8 5-6-8 16-9-7 3-4-15 18-7-0 1-9-9 0-11-014-10-141-4-010.00 12 Plate Offsets (X,Y)-- [8:0-4-0,0-1-4], [14:0-5-8,0-1-8] 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-MS 0.50 0.61 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.25 0.32 (loc) 12-13 12-13 10 l/defl >999 >884 n/a L/d 240 180 n/a PLATES MT20 Weight: 151 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* 9-10: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-9. BOT CHORD Rigid ceiling directly applied or 4-10-2 oc bracing. Except: 1 Row at midpt 7-12 WEBS 1 Row at midpt 9-10, 8-11, 8-10 REACTIONS.(lb/size)10=726/Mechanical, 17=799/0-3-8 Max Horz 17=445(LC 14) Max Uplift 10=-247(LC 14) Max Grav 10=1022(LC 30), 17=984(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-770/0, 3-4=-2134/497, 4-5=-1214/0, 5-7=-707/0, 7-8=-615/87, 2-17=-932/0 BOT CHORD 16-17=-429/372, 4-14=-346/681, 13-14=-859/1889, 12-13=-261/866, 11-12=-1026/313, 7-12=-523/193 WEBS 3-16=-1114/431, 14-16=-536/918, 3-14=-491/1217, 4-13=-1087/607, 5-13=-31/377, 5-12=-686/225, 8-11=-300/1136, 8-10=-994/284, 2-16=0/542 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-1-12, Interior(1) 2-1-12 to 16-9-7, Exterior(2) 16-9-7 to 18-4-4 zone; cantilever 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=247. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss H18 Truss Type Half Hip Qty 1 Ply 1 WF58 Job Reference (optional) I37998733 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:04 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-JTqkgLUODBzBy_A1lNIiSmotgEeCnuX67fhCjDysXI1 Scale = 1:25.1 1 2 3 4 7 6 5 8 9 6x8 2x4 5x6 3x4 2x4 3x4 3-9-12 3-9-12 5-6-0 1-8-4 -1-0-0 1-0-0 3-0-1 3-0-1 5-6-0 2-5-15 1-1-04-1-12-3-151-9-212.00 12 6.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-1-12] 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-MP 0.18 0.15 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=201/Mechanical, 7=285/0-3-8 Max Horz 7=118(LC 14) Max Uplift 5=-42(LC 14) Max Grav 5=289(LC 29), 7=465(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-273/112, 2-7=-332/205 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-0-1, Exterior(2) 3-0-1 to 5-4-4 zone; cantilever 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss H19 Truss Type Half Hip Qty 1 Ply 1 WF58 Job Reference (optional) I37998734 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:05 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-ngO6thV0_U52Z7lDI5px__KuwezdWLvFLJRlFgysXI0 Scale = 1:35.7 1 2 3 6 5 4 7 8 3x6 5x8 2x4 3x4 2x4 5x6 4-6-8 4-6-8 5-9-0 1-2-8 4-11-1 4-11-1 5-9-0 0-9-15 0-10-05-9-13-9-12-0-012.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-2-8,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-MP 0.79 0.20 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.06 0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=218/Mechanical, 6=218/Mechanical Max Horz 6=146(LC 14) Max Uplift 4=-105(LC 14) Max Grav 4=323(LC 29), 6=374(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-257/65, 1-6=-330/47 WEBS 2-4=-307/133 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-11-1, Exterior(2) 4-11-1 to 5-7-4 zone; cantilever 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) 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. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=105. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss H20 Truss Type Half Hip Qty 1 Ply 1 WF58 Job Reference (optional) I37998735 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:06 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-FsyU40WeloDvBHKPsoKAXBtDF1JXFpWOazAJn6ysXI? Scale = 1:28.0 1 2 3 4 5 9 8 7 6 10 6x8 2x4 3x4 2x4 2x4 3x4 3x6 4x4 2-3-8 2-3-8 6-0-0 3-8-8 -1-0-0 1-0-0 2-3-8 2-3-8 3-0-1 0-8-9 6-0-0 2-11-15 1-1-04-1-12-9-11-4-04-1-112.00 12 Plate Offsets (X,Y)-- [4:0-6-8,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.17 0.22 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.03 (loc) 7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)6=221/Mechanical, 9=304/0-3-8 Max Horz 9=118(LC 14) Max Uplift 6=-40(LC 11), 9=-3(LC 14) Max Grav 6=330(LC 29), 9=483(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-293/31, 3-4=-304/117, 2-9=-484/79 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-8, Interior(1) 2-0-8 to 3-0-1, Exterior(2) 3-0-1 to 5-10-4 zone; cantilever 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 10) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 9. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss H21 Truss Type Half Hip Qty 1 Ply 1 WF58 Job Reference (optional) I37998736 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:08 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-CF4EViXuHPUdQbUo_DMeccyYwrzjjhDh1HfPr_ysXHz Scale = 1:35.6 1 2 3 4 5 9 8 7 6 8x8 2x4 3x4 2x4 3x4 3x4 3x6 4x4 2-3-8 2-3-8 6-0-0 3-8-8 -1-0-0 1-0-0 2-3-8 2-3-8 4-8-1 2-4-9 6-0-0 1-3-15 1-1-05-9-14-5-11-4-05-9-112.00 12 Plate Offsets (X,Y)-- [4:0-6-8,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.16 0.30 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.04 (loc) 7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)6=221/Mechanical, 9=304/0-3-8 Max Horz 9=168(LC 14) Max Uplift 6=-91(LC 14) Max Grav 6=290(LC 30), 9=534(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-351/0, 3-4=-523/162, 2-9=-542/34 BOT CHORD 3-7=-335/168 WEBS 4-6=-262/147, 4-7=-213/408 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-8, Interior(1) 2-0-8 to 4-8-1, Exterior(2) 4-8-1 to 5-10-4 zone; cantilever 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss H22 Truss Type Hip Qty 3 Ply 1 WF58 Job Reference (optional) I37998737 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:09 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-gRedj2YW1jcU2l3_Xwut9qVWlF95S8hrGxPzNRysXHy Scale = 1:35.0 1 2 3 4 5 6 7 17 18 19 20 21 22 23 24 5x6 5x8 5x8 3x6 4x8 4x6 3x4 3x4 10-0-0 10-0-0 20-0-0 10-0-0 -1-0-0 1-0-0 6-9-0 6-9-0 13-3-0 6-6-0 20-0-0 6-9-0 0-3-112-8-00-5-02-8-04.00 12 Plate Offsets (X,Y)-- [2:0-3-4,Edge], [2:0-0-12,0-1-9], [5:0-4-0,0-2-3], [6:0-1-5,Edge], [6:0-0-5,0-0-6], [7:0-3-12,0-3-4] 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-MS 0.99 0.94 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.46 0.06 (loc) 7-10 7-10 6 l/defl >999 >535 n/a L/d 240 180 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 1-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-7: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 WEDGE Right: 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 2-5-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins, except 2-0-0 oc purlins (2-9-3 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=1158/0-3-8, 2=1127/0-3-8 Max Horz 2=38(LC 18) Max Uplift 6=-87(LC 11), 2=-117(LC 10) Max Grav 6=1286(LC 33), 2=1307(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2272/210, 4-5=-2325/142, 5-6=-2406/217 BOT CHORD 2-7=-155/2133, 6-7=-160/2253 WEBS 4-7=0/364, 5-7=0/294 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-9-0, Exterior(2) 6-9-0 to 10-11-15, Interior(1) 10-11-15 to 13-3-0, Exterior(2) 13-3-0 to 17-5-15, Interior(1) 17-5-15 to 20-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6 and 2. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 July 31,2019 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 19-3701A Truss H22 Truss Type Hip Qty 3 Ply 1 WF58 Job Reference (optional) I37998737 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:09 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-gRedj2YW1jcU2l3_Xwut9qVWlF95S8hrGxPzNRysXHy LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-18=-60, 4-18=-100, 4-5=-100, 5-6=-100, 8-13=-20 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 19-3701A Truss H23 Truss Type Roof Special Qty 1 Ply 1 WF58 Job Reference (optional) I37998738 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:10 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-8dB?wOZ9o1kLgvdB5eP6h12jGfYHBPm_Vb8WvtysXHx Scale = 1:27.8 1 2 3 4 5 8 7 6 9 10 11 2x4 5x8 6x12 MT20HS 4x6 4x6 4x6 3x10 3x6 8-9-8 8-9-8 15-11-8 7-2-0 2-3-8 2-3-8 8-9-8 6-6-0 11-5-6 2-7-14 15-11-8 4-6-2 1-10-131-9-62-8-01-9-62-8-04.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-2-0], [3:0-7-8,0-2-0], [5: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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.88 0.75 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.34 0.04 (loc) 7-8 7-8 6 l/defl >999 >547 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 64 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-3: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-5 max.): 2-3, 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=940/Mechanical, 8=940/Mechanical Max Horz 8=-14(LC 15) Max Uplift 6=-74(LC 11), 8=-59(LC 10) Max Grav 6=1091(LC 34), 8=1021(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1835/116, 3-4=-1943/113, 5-6=-315/52 BOT CHORD 7-8=-76/905, 6-7=-174/2214 WEBS 2-7=-19/992, 4-7=-431/105, 4-6=-2207/182, 2-8=-1298/157 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 2-3-8, Interior(1) 2-3-8 to 15-9-12 zone; cantilever 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8. 10) Load case(s) 1, 2, 3, 4, 20, 21, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 2-3=-100, 3-4=-100, 4-5=-100, 6-8=-20 2) Dead + 0.75 Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 July 31,2019 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 19-3701A Truss H23 Truss Type Roof Special Qty 1 Ply 1 WF58 Job Reference (optional) I37998738 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:10 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-8dB?wOZ9o1kLgvdB5eP6h12jGfYHBPm_Vb8WvtysXHx LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 3-4=-80, 4-5=-80, 6-8=-20 3) Dead + 0.75 Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-9=-80, 3-9=-85, 3-4=-59, 4-5=-59, 6-8=-20 4) Dead + 0.75 Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-59, 2-3=-80, 3-4=-80, 4-5=-80, 6-8=-20 20) Dead + Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 2-9=-100, 3-9=-107, 3-4=-72, 4-5=-72, 6-8=-20 21) Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-72, 2-3=-100, 3-4=-100, 4-5=-100, 6-8=-20 23) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-64, 2-3=-64, 3-4=-71, 4-5=-74, 6-8=-20 Horz: 1-2=-16, 3-4=9 24) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-71, 2-3=-64, 3-4=-64, 4-5=-64, 6-8=-20 Horz: 1-2=-9, 3-4=16 25) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-64, 2-3=-74, 3-4=-74, 4-5=-74, 6-8=-20 Horz: 1-2=-16, 3-4=6 26) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-74, 2-3=-74, 3-4=-64, 4-5=-64, 6-8=-20 Horz: 1-2=-6, 3-4=16 27) Dead + Minimum Snow: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-100, 3-4=-60, 4-5=-100, 6-8=-20 28) 3rd Dead + 0.75 Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-85, 2-3=-59, 3-10=-80, 4-10=-82, 4-5=-59, 6-8=-20 29) 4th Dead + 0.75 Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-59, 2-9=-80, 3-9=-85, 3-4=-59, 4-5=-59, 6-8=-20 30) 5th Dead + 0.75 Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-91, 2-3=-59, 3-4=-59, 4-5=-59, 6-8=-20 31) 6th Dead + 0.75 Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-59, 2-3=-80, 3-4=-59, 4-5=-80, 6-8=-20 32) 7th Dead + 0.75 Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-59, 2-3=-59, 3-4=-87, 4-5=-59, 6-8=-20 33) 8th Dead + 0.75 Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-59, 2-3=-59, 3-4=-59, 4-5=-89, 6-8=-20 34) 9th Unbal.Dead + Snow (balanced) + Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-72, 2-3=-134, 3-4=-72, 4-5=-134, 6-8=-20 35) 10th Unbal.Dead + Snow (balanced) + Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-134, 2-3=-72, 3-4=-134, 4-5=-72, 6-8=-20 36) 11th Unbal.Dead + Snow (Unbal. Left) + Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-107, 2-3=-72, 3-10=-100, 4-10=-103, 4-5=-72, 6-8=-20 37) 12th Unbal.Dead + Snow (Unbal. Left) + Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-72, 2-9=-100, 3-9=-107, 3-4=-72, 4-5=-72, 6-8=-20 38) 13th Unbal.Dead + Snow (Unbal. Left) + Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-114, 2-3=-72, 3-4=-72, 4-5=-72, 6-8=-20 39) 14th Unbal.Dead + Snow (Unbal. Right) + Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-72, 2-3=-100, 3-4=-72, 4-5=-100, 6-8=-20 40) 15th Unbal.Dead + Snow (Unbal. Right) + Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-72, 2-3=-72, 3-4=-109, 4-5=-72, 6-8=-20 41) 16th Unbal.Dead + Snow (Unbal. Right) + Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-72, 2-3=-72, 3-4=-72, 4-5=-112, 6-8=-20 Continued on page 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. Job 19-3701A Truss H23 Truss Type Roof Special Qty 1 Ply 1 WF58 Job Reference (optional) I37998738 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:10 2019 Page 3 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-8dB?wOZ9o1kLgvdB5eP6h12jGfYHBPm_Vb8WvtysXHx LOAD CASE(S) Standard 42) 17th Unbal.Dead + 0.75 Snow (balanced) + Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-59, 2-3=-105, 3-4=-59, 4-5=-105, 6-8=-20 43) 18th Unbal.Dead + 0.75 Snow (balanced) + Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-105, 2-3=-59, 3-4=-105, 4-5=-59, 6-8=-20 44) 19th Unbal.Dead + 0.75 Snow (unbal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left) + Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-43, 2-3=-89, 3-4=-50, 4-5=-99, 6-8=-20 Horz: 1-2=-16, 3-4=9 45) 20th Unbal.Dead + 0.75 Snow (unbal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left) + Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-89, 2-3=-43, 3-4=-96, 4-5=-53, 6-8=-20 Horz: 1-2=-16, 3-4=9 46) 21st Unbal.Dead + 0.75 Snow (unbal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right) + Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 2-3=-89, 3-4=-43, 4-5=-89, 6-8=-20 Horz: 1-2=-9, 3-4=16 47) 22nd Unbal.Dead + 0.75 Snow (unbal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right) + Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-96, 2-3=-43, 3-4=-89, 4-5=-43, 6-8=-20 Horz: 1-2=-9, 3-4=16 48) 23rd Unbal.Dead + 0.75 Snow (unbal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-43, 2-3=-99, 3-4=-53, 4-5=-99, 6-8=-20 Horz: 1-2=-16, 3-4=6 49) 24th Unbal.Dead + 0.75 Snow (unbal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-89, 2-3=-53, 3-4=-99, 4-5=-53, 6-8=-20 Horz: 1-2=-16, 3-4=6 50) 25th Unbal.Dead + 0.75 Snow (unbal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-53, 2-3=-99, 3-4=-43, 4-5=-89, 6-8=-20 Horz: 1-2=-6, 3-4=16 51) 26th Unbal.Dead + 0.75 Snow (unbal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-99, 2-3=-53, 3-4=-89, 4-5=-43, 6-8=-20 Horz: 1-2=-6, 3-4=16 52) 27th Unbal.Dead + Minimum Snow + Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-72, 2-3=-134, 3-4=-72, 4-5=-134, 6-8=-20 53) 28th Unbal.Dead + Minimum Snow + Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-134, 2-3=-72, 3-4=-134, 4-5=-72, 6-8=-20 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 19-3701A Truss J01 Truss Type Jack-Closed Qty 6 Ply 1 WF58 Job Reference (optional) I37998739 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:11 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-cplN8kanZKsCH2CNfLwLEFazD2_lw2D7kFu3RJysXHw Scale = 1:34.8 1 2 3 5 4 6 7 8 2x4 2x4 4x4 3x6 6-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 0-11-05-11-010.00 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-MP 0.54 0.35 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.16 -0.00 (loc) 4-5 4-5 4 l/defl >999 >430 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=304/0-3-8, 4=221/Mechanical Max Horz 5=169(LC 14) Max Uplift 4=-105(LC 14) Max Grav 5=307(LC 21), 4=242(LC 21) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-10-4 zone; cantilever 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) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=105. July 31,2019 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 19-3701A Truss J02 Truss Type Jack-Closed Qty 2 Ply 1 WF58 Job Reference (optional) I37998740 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:12 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-40JlL4bPKe_3vCnZD3RanS7EISPhfWlHyvdd_mysXHv Scale = 1:18.6 1 2 3 5 4 2x4 3x4 2x4 2x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-1-03-1-012.00 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-MR 0.14 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=160/0-3-8, 4=45/Mechanical Max Horz 5=81(LC 14) Max Uplift 4=-59(LC 14) Max Grav 5=187(LC 20), 4=61(LC 24) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. July 31,2019 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 19-3701A Truss J03 Truss Type Jack-Closed Qty 2 Ply 1 WF58 Job Reference (optional) I37998741 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:13 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-YCt7YQb15y6wXMMlmmypJgfNbslpOz?QBZNAWCysXHu Scale = 1:15.6 1 2 3 5 4 6 2x4 3x4 2x4 2x4 2-2-9 2-2-2 -1-6-12 1-6-12 2-2-9 2-2-9 1-1-02-6-07.68 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-MR 0.29 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=225/0-4-9, 4=31/Mechanical Max Horz 5=66(LC 14) Max Uplift 5=-19(LC 14), 4=-37(LC 20) Max Grav 5=285(LC 20), 4=43(LC 5) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever 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) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. July 31,2019 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 19-3701A Truss J04 Truss Type Jack-Closed Qty 2 Ply 1 WF58 Job Reference (optional) I37998742 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:14 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-0ORWmlcfsFEn8WxyKUT2stCYLG427QFaQD6k2eysXHt Scale = 1:15.6 1 2 3 5 4 6 2x4 3x4 2x4 2x4 2-2-9 2-2-9 -1-6-12 1-6-12 2-2-9 2-2-9 1-1-02-6-07.68 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-MR 0.29 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=225/0-4-9, 4=31/Mechanical Max Horz 5=66(LC 14) Max Uplift 5=-19(LC 14), 4=-37(LC 20) Max Grav 5=285(LC 20), 4=43(LC 5) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever 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) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. July 31,2019 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 19-3701A Truss J05 Truss Type Jack-Closed Qty 6 Ply 1 WF58 Job Reference (optional) I37998743 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:14 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-0ORWmlcfsFEn8WxyKUT2stCZwG457QFaQD6k2eysXHt Scale = 1:19.9 1 2 3 5 4 6 7 3x10 2x4 2x4 2-11-8 2-11-8 -1-2-12 1-2-12 2-11-8 2-11-8 0-9-53-2-1410.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-1-7,0-1-12], [5:0-0-0,0-1-12] 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-MR 0.19 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=210/0-3-0, 4=85/Mechanical Max Horz 5=97(LC 14) Max Uplift 5=-1(LC 14), 4=-49(LC 14) Max Grav 5=226(LC 20), 4=88(LC 21) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-2-12 to 1-9-4, Interior(1) 1-9-4 to 2-9-12 zone; cantilever left and right exposed ; porch left 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) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. July 31,2019 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 19-3701A Truss J06 Truss Type Jack-Closed Qty 1 Ply 1 WF58 Job Reference (optional) I37998744 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:15 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-Vb?uz5dHdZMemgW8uB_HO5lhsgPqstVjetsHa4ysXHs Scale = 1:15.3 1 2 3 5 4 6 2x4 3x4 2x4 2x4 2-1-14 2-1-7 -1-11-1 1-11-1 2-1-14 2-1-14 0-11-122-4-57.68 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-MR 0.44 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=267/0-4-9, 4=6/Mechanical Max Horz 5=70(LC 14) Max Uplift 5=-37(LC 14), 4=-77(LC 20) Max Grav 5=358(LC 20), 4=33(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-306/125 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; porch left 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) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. July 31,2019 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 19-3701A Truss J07 Truss Type Jack-Closed Qty 18 Ply 1 WF58 Job Reference (optional) I37998745 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:16 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-znZGBRevOtUVOq5KSuWWxIHqs3hwbJCttXbq7XysXHr Scale = 1:41.4 1 2 3 5 4 6 7 8 2x4 2x4 4x4 3x6 6-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 1-1-07-1-012.00 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-MP 0.55 0.35 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.16 -0.00 (loc) 4-5 4-5 4 l/defl >999 >430 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=304/0-3-8, 4=221/Mechanical Max Horz 5=202(LC 14) Max Uplift 4=-141(LC 14) Max Grav 5=307(LC 21), 4=248(LC 24) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-10-4 zone; cantilever 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=141. July 31,2019 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 19-3701A Truss J08 Truss Type Jack-Closed Qty 4 Ply 1 WF58 Job Reference (optional) I37998746 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:17 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-Rz6eOneY9AcL?zgX?c1lUWq56T69Kn_06BLOfzysXHq Scale: 3/4"=1' 1 2 3 5 42x4 2x4 2x4 2x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-11-02-7-010.00 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-MR 0.13 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=160/0-3-8, 4=45/Mechanical Max Horz 5=68(LC 14) Max Uplift 4=-41(LC 14) Max Grav 5=187(LC 20), 4=56(LC 24) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever 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) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. July 31,2019 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 19-3701A Truss J09 Truss Type Jack-Closed Qty 9 Ply 1 WF58 Job Reference (optional) I37998747 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:18 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-vAg0c7fAwUkCd7FjZJY_0jNFitQ23D69Lr4xBPysXHp Scale = 1:42.1 1 2 3 6 5 4 7 8 9 2x4 3x6 2x4 5x6 3x6 3x4 4-3-8 4-3-8 6-0-0 1-8-8 4-3-8 4-3-8 6-0-0 1-8-8 1-1-07-1-05-1-02-0-012.00 12 6.00 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-MP 0.21 0.18 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=228/0-3-8, 4=228/Mechanical Max Horz 6=173(LC 14) Max Uplift 4=-143(LC 14) Max Grav 6=230(LC 20), 4=254(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-338/215 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-10-4 zone; cantilever 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=143. July 31,2019 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 19-3701A Truss J10 Truss Type Jack-Closed Qty 2 Ply 1 WF58 Job Reference (optional) I37998748 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:18 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-vAg0c7fAwUkCd7FjZJY_0jNGrtSN3EE9Lr4xBPysXHp Scale: 3/4"=1' 1 2 3 6 5 4 2x4 2x4 2x4 3x4 2x4 0-9-8 0-9-8 2-0-0 1-2-8 -1-0-0 1-0-0 2-0-0 2-0-0 0-11-02-7-01-11-120-7-42-1-80-5-810.00 12 6.00 12 Plate Offsets (X,Y)-- [4:0-0-0,0-0-1], [5:0-2-0,0-1-0] 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-MR 0.13 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)6=160/0-9-8, 4=45/Mechanical Max Horz 6=68(LC 14) Max Uplift 4=-41(LC 14) Max Grav 6=187(LC 20), 4=56(LC 24) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever 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) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. July 31,2019 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 19-3701A Truss J11 Truss Type Jack-Closed Qty 1 Ply 1 WF58 Job Reference (optional) I37998749 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:19 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-NMEOpTgohos3FHpv713DZxvP5HoWohUJZVqVksysXHo Scale = 1:15.6 1 2 3 5 4 6 2x4 3x4 2x4 2x4 2-2-9 2-2-9 -1-6-12 1-6-12 2-2-9 2-2-9 1-1-02-6-01-10-120-7-42-0-20-5-157.68 12 4.61 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-MR 0.29 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=225/0-7-11, 4=31/Mechanical Max Horz 5=66(LC 14) Max Uplift 5=-13(LC 14), 4=-37(LC 20) Max Grav 5=285(LC 20), 4=44(LC 24) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever 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) 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) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. July 31,2019 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 19-3701A Truss J12 Truss Type Jack-Closed Qty 1 Ply 1 WF58 Job Reference (optional) I37998750 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:20 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-rYon1phQS5_wsRO6hkaS58Scbh5tX7hSo9Z2GIysXHn Scale = 1:41.4 1 2 3 6 5 4 7 8 9 2x4 3x6 2x4 5x6 3x6 3x4 4-0-8 4-0-8 5-9-0 1-8-8 4-0-8 4-0-8 5-9-0 1-8-8 1-4-07-1-05-1-02-0-012.00 12 6.00 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-MP 0.18 0.15 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=218/Mechanical, 4=218/Mechanical Max Horz 6=165(LC 14) Max Uplift 4=-141(LC 14) Max Grav 6=219(LC 20), 4=244(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-317/205 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-7-4 zone; cantilever 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=141. July 31,2019 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 19-3701A Truss J13 Truss Type Jack-Closed Qty 1 Ply 1 WF58 Job Reference (optional) I37998751 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:21 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-JlM9E9i2DP6nUbzIES5heL?iq4KnGUIc1pJbokysXHm Scale = 1:80.1 1 2 3 4 5 6 9 8 7 10 11 12 13 14 10x12 3x4 3x4 3x4 5x8 4x4 4x4 1 1 - 2 - 1 4 8-2-12 8-2-12 16-5-8 8-2-12 -1-0-0 1-0-0 5-7-0 5-7-0 10-10-8 5-3-8 16-5-8 5-7-0 0-11-014-7-910.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-7], [8:0-4-0,0-3-4], [9:Edge,0-3-4] 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-MS 0.47 0.62 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.41 0.01 (loc) 7-8 7-8 7 l/defl >793 >477 n/a L/d 240 180 n/a PLATES MT20 Weight: 99 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-7 REACTIONS.(lb/size)9=718/0-3-8, 7=644/Mechanical Max Horz 9=432(LC 14) Max Uplift 7=-267(LC 14) Max Grav 9=733(LC 21), 7=780(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-410/157, 2-3=-384/145, 3-5=-583/0 BOT CHORD 8-9=-235/549, 7-8=-119/300 WEBS 3-9=-525/33, 3-8=-256/204, 5-8=-68/513, 5-7=-599/241 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 16-3-12 zone; cantilever 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=267. July 31,2019 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 19-3701A Truss J14 Truss Type Jack-Closed Qty 1 Ply 1 WF58 Job Reference (optional) I37998752 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:22 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-nxwXRVig_jEe6lYUo9cwAZXsPUdl?yvlFT29KAysXHl Scale = 1:85.4 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 3x4 3x4 4x4 3x6 3x4 4x4 6x10 3x6 2x4 2x4 4x4 3x6 6x8 1 1 - 2 - 1 4 2-3-8 2-3-8 8-3-8 6-0-0 14-3-8 6-0-0 16-5-8 2-2-0 -1-0-0 1-0-0 2-3-8 2-3-8 8-3-8 6-0-0 14-3-8 6-0-0 16-5-8 2-2-0 0-11-014-7-91-0-010.00 12 Plate Offsets (X,Y)-- [4:0-2-0,Edge], [10:0-2-0,0-3-0], [13: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-MS 0.54 0.77 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.07 -0.16 0.13 (loc) 11-12 11-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 122 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 6-10 WEBS 1 Row at midpt 7-8, 5-10, 7-10 REACTIONS.(lb/size)14=718/0-3-8, 8=644/Mechanical Max Horz 14=432(LC 14) Max Uplift 8=-267(LC 14) Max Grav 14=733(LC 21), 8=768(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-717/0, 5-6=-287/18, 7-8=-730/257 BOT CHORD 13-14=-315/591, 11-12=-541/1055, 10-11=-194/519, 6-10=-375/197 WEBS 3-11=-600/356, 5-11=-2/360, 5-10=-582/217, 7-10=-290/794, 3-14=-693/0 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-1-8, Interior(1) 2-1-8 to 16-3-12 zone; cantilever 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=267. July 31,2019 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 19-3701A Truss J15 Truss Type Jack-Closed Qty 5 Ply 1 WF58 Job Reference (optional) I37998753 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:23 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-G7UvfqjIk0MVju7gMt89jm47Bu8LkVjvU7oitdysXHk Scale = 1:35.8 1 2 3 4 7 6 5 8 9 2x4 2x4 5x6 3x6 3x6 3x4 3-3-8 3-3-8 6-0-0 2-8-8 -1-1-4 1-1-4 3-3-8 3-3-8 6-0-0 2-8-8 1-0-16-0-14-6-11-6-010.00 12 6.00 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-MP 0.16 0.11 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.02 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=312/0-3-8, 5=220/Mechanical Max Horz 7=171(LC 14) Max Uplift 5=-108(LC 14) Max Grav 7=315(LC 21), 5=241(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-283/187, 2-3=-300/164 BOT CHORD 6-7=-266/164 WEBS 3-5=-257/281 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-1-4 to 1-10-12, Interior(1) 1-10-12 to 5-10-4 zone; cantilever left and right exposed ; porch left 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) 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) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=108. July 31,2019 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 19-3701A Truss J16 Truss Type Jack-Closed Qty 2 Ply 1 WF58 Job Reference (optional) I37998754 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:24 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-kK2HsAkxVKVML2itwafOG_dIsIVhTyj2jnXGP3ysXHj Scale = 1:17.7 1 2 3 5 4 2x4 3x4 2x4 2x4 -0-10-0 0-10-0 2-0-0 2-0-0 0-11-02-11-02-5-00-6-02-6-10-4-1512.00 12 3.50 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-MR 0.10 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=144/0-3-8, 4=51/Mechanical Max Horz 5=77(LC 14) Max Uplift 4=-56(LC 14) Max Grav 5=160(LC 20), 4=55(LC 24) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; porch left 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. July 31,2019 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 19-3701A Truss J17 Truss Type Jack-Closed Qty 2 Ply 1 WF58 Job Reference (optional) I37998755 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:25 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-CWbg4WlZGedDzCH3THAdoB9RvirfCPzByQHpxVysXHi Scale = 1:15.3 1 2 3 5 4 6 2x4 2x4 2x4 2x4 2-4-12 2-4-5 -1-3-10 1-3-10 2-4-12 2-4-12 0-11-02-5-62-0-110-4-112-1-60-4-07.68 12 2.24 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-MR 0.21 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=201/0-2-15, 4=54/Mechanical Max Horz 5=65(LC 14) Max Uplift 5=-15(LC 14), 4=-32(LC 14) Max Grav 5=237(LC 20), 4=55(LC 21) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; porch left 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) 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) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 11) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. July 31,2019 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 19-3701A Truss J18 Truss Type Jack-Closed Qty 2 Ply 1 WF58 Job Reference (optional) I37998756 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:26 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-gi92HslB1xl4aMsF1?hsLPiYT572xm6LA40MTyysXHh Scale = 1:91.4 1 2 3 6 5 4 7 8 9 10 2x4 3x6 3x4 3x4 3x6 5x8 6-3-0 6-3-0 12-6-0 6-3-0 6-3-0 6-3-0 12-6-0 6-3-0 5-11-1316-4-1310.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-3-4] 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-MS 0.48 0.30 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.11 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 103 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* 3-4: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-5, 2-4 2 Rows at 1/3 pts 3-4 REACTIONS.(lb/size)6=485/Mechanical, 4=485/Mechanical Max Horz 6=306(LC 14) Max Uplift 4=-332(LC 14) Max Grav 6=511(LC 25), 4=622(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-468/0, 1-2=-341/0 BOT CHORD 5-6=-311/260 WEBS 1-5=-39/313, 2-4=-470/294 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-3-4 zone; cantilever 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=332. July 31,2019 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 19-3701A Truss J19 Truss Type Jack-Closed Qty 2 Ply 1 WF58 Job Reference (optional) I37998757 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:27 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-8ujQVCmpoFtxCWRSbiC5tcFmWVTngHqUPkmw0OysXHg Scale = 1:39.7 1 2 3 6 5 47 8 2x4 3x6 2x4 3x4 5x6 3x6 4-6-8 4-6-8 5-9-0 1-2-8 4-6-8 4-6-8 5-9-0 1-2-8 0-10-06-7-04-7-02-0-012.00 12 6.00 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-MP 0.26 0.20 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.06 0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=218/Mechanical, 4=218/Mechanical Max Horz 6=165(LC 14) Max Uplift 4=-134(LC 14) Max Grav 6=219(LC 20), 4=242(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-505/349 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-7-4 zone; cantilever 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=134. July 31,2019 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 19-3701A Truss J20 Truss Type Jack-Closed Qty 2 Ply 1 WF58 Job Reference (optional) I37998758 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:28 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-c5HoiYnRZZ?oqg?e9QjLQqnzKvsePljeeOVTYqysXHf Scale: 3/4"=1' 1 2 3 5 4 2x4 2x4 2x4 2x4 -1-0-0 1-0-0 2-0-0 2-0-0 0-11-02-7-01-10-100-8-62-0-60-6-1010.00 12 6.00 12 Plate Offsets (X,Y)-- [4:0-0-0,0-0-1] 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-MR 0.13 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=160/0-7-4, 4=45/Mechanical Max Horz 5=68(LC 14) Max Uplift 4=-49(LC 14) Max Grav 5=187(LC 20), 4=58(LC 24) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever 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) 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) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. July 31,2019 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 19-3701A Truss J21 Truss Type Jack-Closed Qty 1 Ply 1 WF58 Job Reference (optional) I37998759 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:28 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-c5HoiYnRZZ?oqg?e9QjLQqnxqvsXPljeeOVTYqysXHf Scale = 1:15.6 1 2 3 5 4 6 2x4 3x4 2x4 2x4 2-2-9 2-2-9 -1-6-12 1-6-12 2-2-9 2-2-9 1-1-02-6-01-10-110-7-51-11-130-6-37.68 12 3.84 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-MR 0.29 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=225/0-3-11, 4=31/Mechanical Max Horz 5=66(LC 14) Max Uplift 5=-18(LC 14), 4=-37(LC 20) Max Grav 5=285(LC 20), 4=43(LC 5) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever 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) 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) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 10) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. July 31,2019 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 19-3701A Truss J22 Truss Type Jack-Closed Qty 3 Ply 1 WF58 Job Reference (optional) I37998760 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:29 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-4HrAvuo3Ks7eSpaqi7Faz1K8tJ9g8BVns2F04HysXHe Scale = 1:41.4 1 2 3 4 8 7 6 5 9 10 2x4 2x4 2x4 5x10 2x4 3x4 3x4 2-3-8 2-3-8 6-0-0 3-8-8 -1-0-0 1-0-0 2-3-8 2-3-8 6-0-0 3-8-8 1-1-07-1-05-9-01-4-012.00 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-MS 0.15 0.24 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.03 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=304/0-3-8, 5=221/Mechanical Max Horz 8=202(LC 14) Max Uplift 5=-141(LC 14) Max Grav 8=307(LC 21), 5=248(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-204/328 WEBS 3-5=-344/215 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-1-3, Interior(1) 2-1-3 to 5-10-4 zone; cantilever 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=141. July 31,2019 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 19-3701A Truss J23 Truss Type Jack-Closed Qty 4 Ply 1 WF58 Job Reference (optional) I37998761 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:30 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-YTPZ7Eph5AFV3z91GrmpVFtKRjYJtfCw5i_acjysXHd Scale: 1.5"=1' 1 2 3 4 2x4 2x4 3x4 1-10-15 1-10-15 -1-0-0 1-0-0 1-10-15 1-10-15 0-5-01-0-104.00 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-MP 0.09 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 7 7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=54/Mechanical, 2=148/0-3-8 Max Horz 2=31(LC 10) Max Uplift 4=-8(LC 14), 2=-46(LC 10) Max Grav 4=54(LC 1), 2=164(LC 20) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever 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) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. July 31,2019 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 19-3701A Truss J24 Truss Type Jack-Closed Qty 4 Ply 1 WF58 Job Reference (optional) I37998762 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:31 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-1gzxKZpKsUNMh7kDqYH22SPUB6t_c6S4KMk799ysXHc Scale = 1:11.4 1 2 3 4 8 9 10 2x4 2x4 3x4 3-10-15 3-10-15 -1-0-0 1-0-0 3-10-15 3-10-15 0-5-01-8-104.00 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-MP 0.16 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 4-7 4-7 2 l/defl >999 >999 n/a L/d 240 180 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 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=143/Mechanical, 2=219/0-3-8 Max Horz 2=51(LC 10) Max Uplift 4=-24(LC 14), 2=-47(LC 10) Max Grav 4=148(LC 21), 2=220(LC 21) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-9-3 zone; cantilever 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) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. July 31,2019 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 19-3701A Truss J25 Truss Type Jack-Closed Qty 5 Ply 1 WF58 Job Reference (optional) I37998763 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:32 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-VsWJYvqydnVDJHJPOFoHagya9W9rLZiDZ0ThhbysXHb Scale = 1:16.7 1 2 3 4 8 9 10 2x4 2x4 3x4 6-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 0-5-02-5-04.00 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-MP 0.46 0.34 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.16 0.01 (loc) 4-7 4-7 2 l/defl >999 >451 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=229/Mechanical, 2=299/0-3-8 Max Horz 2=72(LC 10) Max Uplift 4=-38(LC 14), 2=-53(LC 10) Max Grav 4=248(LC 21), 2=304(LC 21) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-10-4 zone; cantilever 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) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. July 31,2019 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 19-3701A Truss J26 Truss Type Jack-Closed Qty 4 Ply 1 WF58 Job Reference (optional) I37998764 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:33 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-z24hlFraO5d4wRubxzJW7tVi7wUM4zrNngDED2ysXHa Scale = 1:66.3 1 2 4 3 5 6 7 2x4 3x6 2x4 3x4 6-3-0 6-3-0 6-3-0 6-3-0 5-0-011-3-012.00 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-MP 0.64 0.38 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.19 -0.00 (loc) 3-4 3-4 3 l/defl >946 >378 n/a L/d 240 180 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-3 REACTIONS.(lb/size)4=238/Mechanical, 3=238/Mechanical Max Horz 4=180(LC 14) Max Uplift 3=-264(LC 14) Max Grav 4=286(LC 25), 3=296(LC 23) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-1-4 zone; cantilever 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=264. July 31,2019 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 19-3701A Truss K1 Truss Type Common Qty 2 Ply 1 WF58 Job Reference (optional) I37998765 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:34 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-RFe3zbsC9OlxYbToVgqlg51_kKrlpIaW0KynlUysXHZ Scale = 1:62.3 1 2 3 4 5 6 7 9 8 14 15 16 17 18 3x4 3x10 4x4 3x4 2x4 5x6 2x4 3x4 5-11-4 5-11-4 11-10-8 5-11-4 -0-10-0 0-10-0 4-8-12 4-8-12 9-2-0 4-5-4 11-10-8 2-8-8 0-11-010-1-07-4-812.00 12 Plate Offsets (X,Y)-- [2:0-6-1,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-MS 0.20 0.31 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.11 -0.01 (loc) 8-9 8-9 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 75 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-8 REACTIONS.(lb/size)2=521/0-3-8, 8=467/0-3-8 Max Horz 2=255(LC 14) Max Uplift 8=-118(LC 14) Max Grav 2=521(LC 1), 8=484(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-432/231, 4-6=-411/308 BOT CHORD 2-9=-232/291 WEBS 4-9=-290/227, 6-9=-403/411, 6-8=-385/219 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -0-10-0 to 2-2-0, Interior(1) 2-2-0 to 9-2-0, Exterior(2) 9-2-0 to 11-8-12 zone; cantilever left and right exposed ; porch left 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8. This connection is for uplift only and does not consider lateral forces. July 31,2019 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 19-3701A Truss L1 Truss Type Piggyback Base Qty 1 Ply 1 WF58 Job Reference (optional) I37998766 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:35 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-vRCSAxsqwitoAk2_3OL_CIa1Vk6iYlKgF_iLIwysXHY Scale = 1:70.6 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 20 21 22 23 24 25 26 27 8x8 4x4 6x8 3x4 4x4 3x4 6x8 6x8 2x4 2x4 3x10 2x4 5x8 4-7-4 4-7-4 11-5-8 6-10-4 17-7-8 6-2-0 24-1-0 6-5-8 -1-0-0 1-0-0 4-7-4 4-7-4 4-7-11 0-0-7 8-11-14 4-4-3 11-5-8 2-5-10 14-5-14 3-0-6 18-7-3 4-1-6 24-1-0 5-5-13 0-11-08-4-1411-10-02-0-010.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-8], [4:0-6-4,0-2-0], [7:0-6-0,0-1-12], [12:0-2-8,0-3-0], [13:0-5-8,0-3-0] 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-MS 0.71 0.58 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.38 0.16 (loc) 12-13 12-13 9 l/defl >999 >743 n/a L/d 240 180 n/a PLATES MT20 Weight: 158 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-14 max.): 4-6, 7-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 6-10, 7-9 REACTIONS.(lb/size)9=950/Mechanical, 14=1022/0-7-4 Max Horz 14=353(LC 14) Max Uplift 9=-142(LC 14), 14=-42(LC 14) Max Grav 9=1221(LC 35), 14=1441(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2639/378, 3-4=-2683/550, 4-5=-1096/138, 5-6=-1089/139, 6-7=-796/53, 8-9=-292/58, 2-14=-1487/254 BOT CHORD 13-14=-438/451, 12-13=-290/1033, 5-12=-348/83, 9-10=-72/411 WEBS 4-12=-20/368, 10-12=-175/932, 6-12=-160/497, 6-10=-1160/273, 7-10=-111/944, 7-9=-959/173, 4-13=-471/1530, 3-13=-552/218, 2-13=-175/1768 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-11-14, Exterior(2) 8-11-14 to 11-11-14, Interior(1) 11-11-14 to 18-7-3, Exterior(2) 18-7-3 to 21-7-3, Interior(1) 21-7-3 to 23-11-4 zone; cantilever 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 9=142. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss L2 Truss Type Piggyback Base Qty 1 Ply 1 WF58 Job Reference (optional) I37998767 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:37 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-rqKCbdu4RJ7WP2CNApOSHjfN?Xnn0d_yiIBSMpysXHW Scale = 1:70.7 1 2 3 4 5 6 7 8 9 14 13 12 11 10 21 22 23 24 25 26 27 28 29 30 31 5x6 5x6 5x8 8x8 3x4 4x4 10x12 5x6 5x6 6x8 2x4 3x6 5x8 4-7-4 4-7-4 11-5-8 6-10-4 16-10-10 5-5-2 24-1-0 7-2-6 -1-0-0 1-0-0 4-7-4 4-7-4 11-4-10 6-9-6 16-10-10 5-6-0 18-7-3 1-8-9 24-1-0 5-5-13 0-11-010-4-1411-10-02-0-010.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-1-2,Edge], [5:0-3-0,Edge], [6:0-2-12,0-3-4], [7:0-5-4,0-2-12], [8:0-6-0,0-1-12], [13:0-2-12,0-2-12] 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-MS 0.71 0.67 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.43 0.22 (loc) 13-14 13-14 10 l/defl >999 >669 n/a L/d 240 180 n/a PLATES MT20 Weight: 171 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x6 SPF No.2, 1-5: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 2-14: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 3-3-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-4 max.): 6-7, 8-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-10, 7-11, 8-10 REACTIONS.(lb/size)10=943/Mechanical, 2=1032/0-7-4 Max Horz 2=353(LC 14) Max Uplift 10=-141(LC 14), 2=-42(LC 14) Max Grav 10=1258(LC 35), 2=1362(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2587/381, 4-6=-1273/121, 6-7=-840/161, 7-8=-757/107, 9-10=-284/55 BOT CHORD 2-14=-601/1979, 13-14=-527/1752, 6-13=0/269, 10-11=-72/429 WEBS 4-14=-184/875, 4-13=-961/341, 11-13=-87/631, 7-13=-199/597, 7-11=-1096/301, 8-11=-179/1025, 8-10=-1001/173 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-5-8, Exterior(2) 11-5-8 to 14-5-8, Interior(1) 14-5-8 to 18-7-3, Exterior(2) 18-7-3 to 21-7-3, Interior(1) 21-7-3 to 23-11-4 zone; cantilever 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=141. 11) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss M01 Truss Type Monopitch Qty 4 Ply 1 WF58 Job Reference (optional) I37998768 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:38 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-K0uaozvjCdFN1CmZkWvhqxChzxFHlHB6xyw?uFysXHV Scale = 1:11.8 1 2 3 4 8 9 10 2x4 2x4 3x4 4-2-0 4-2-0 -1-0-0 1-0-0 4-2-0 4-2-0 0-5-01-9-114.00 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-MP 0.19 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 4-7 4-7 2 l/defl >999 >999 n/a L/d 240 180 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 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=153/Mechanical, 2=228/0-3-8 Max Horz 2=54(LC 10) Max Uplift 4=-25(LC 14), 2=-48(LC 10) Max Grav 4=160(LC 21), 2=230(LC 21) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-0-4 zone; cantilever 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) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. July 31,2019 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 19-3701A Truss M02 Truss Type Monopitch Qty 1 Ply 1 WF58 Job Reference (optional) I37998769 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:39 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-oCSy0JvLzxNEeMLlIEQwN8kraLaDUkRFAcgYRhysXHU Scale = 1:11.8 1 2 3 7 8 2x4 2x4 2x4 4-2-0 4-2-0 4-2-0 4-2-0 0-5-01-9-114.00 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-MP 0.19 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.04 0.00 (loc) 3-6 3-6 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=161/0-3-8, 3=161/Mechanical Max Horz 1=41(LC 10) Max Uplift 1=-12(LC 10), 3=-28(LC 10) Max Grav 1=161(LC 20), 3=163(LC 20) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-0-4 zone; cantilever 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces. July 31,2019 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 19-3701A Truss N1 Truss Type GABLE Qty 1 Ply 1 WF58 Job Reference (optional) I37998770 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:40 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-GP?LDewzkEW5GWwysxx9vMH0ElyFDA2POGP6z8ysXHT Scale = 1:42.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 3x10 4x4 3x10 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-7-0 11-7-0 -1-0-0 1-0-0 5-9-8 5-9-8 11-7-0 5-9-8 12-7-0 1-0-0 0-9-126-7-40-9-1212.00 12 Plate Offsets (X,Y)-- [2:0-5-14,Edge], [8:0-5-14,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-R 0.14 0.05 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 9 8 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 11-7-0. (lb) - Max Horz 16=-131(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 12 except 15=-112(LC 14), 11=-108(LC 15) Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 15, 12, 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-0 to 1-9-8, Exterior(2) 1-9-8 to 5-9-8, Corner(3) 5-9-8 to 8-9-8, Exterior(2) 8-9-8 to 12-7-0 zone; cantilever 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 12.0 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10, 14, 12 except (jt=lb) 15=112, 11=108. July 31,2019 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 19-3701A Truss N2 Truss Type Common Qty 3 Ply 1 WF58 Job Reference (optional) I37998771 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:41 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-kbZjR_xbVYexufV8PeSOSZq9D8D3ydrYdw9fVaysXHS Scale = 1:43.0 1 2 3 4 5 6 7 8 17 18 19 20 21 22 23 24 3x10 3x4 3x10 3x4 2x4 4x4 5-9-8 5-9-8 11-7-0 5-9-8 -1-0-0 1-0-0 5-9-8 5-9-8 11-7-0 5-9-8 12-7-0 1-0-0 0-9-126-7-40-9-1212.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:0-4-13,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-MS 0.31 0.33 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 -0.07 0.02 (loc) 8-11 8-15 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 2-6-0, Right 2x4 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=523/0-3-8, 6=523/0-3-8 Max Horz 2=-131(LC 12) Max Uplift 2=-34(LC 14), 6=-34(LC 15) Max Grav 2=535(LC 24), 6=535(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-459/87, 4-6=-459/87 BOT CHORD 2-8=0/325, 6-8=0/325 WEBS 4-8=0/300 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-9-8, Exterior(2) 5-9-8 to 8-9-8, Interior(1) 8-9-8 to 12-7-0 zone; cantilever 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 6. This connection is for uplift only and does not consider lateral forces. July 31,2019 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 19-3701A Truss N3 Truss Type Common Qty 4 Ply 1 WF58 Job Reference (optional) I37998772 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:42 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-Cn75eKyDGsmoVp4KzMzd_nMJWYbmh4ehsauC20ysXHR Scale = 1:43.5 1 2 3 4 7 6 5 8 9 10 11 12 13 4x4 5x6 2x4 2x4 4x8 3x6 5-9-8 5-9-8 11-3-12 5-6-4 -1-0-0 1-0-0 5-9-8 5-9-8 11-3-12 5-6-4 0-9-126-7-41-1-012.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-1-8], [4:0-2-12,0-1-8] 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-MS 0.34 0.23 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 54 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* 2-7: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=515/0-3-8, 5=433/Mechanical Max Horz 7=123(LC 11) Max Uplift 7=-36(LC 14), 5=-23(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-428/72, 3-4=-413/69, 2-7=-466/124, 4-5=-386/76 BOT CHORD 6-7=-252/341 WEBS 2-6=-189/263 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-9-8, Exterior(2) 5-9-8 to 8-9-8, Interior(1) 8-9-8 to 11-2-0 zone; cantilever 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. July 31,2019 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 19-3701A Truss N4 Truss Type Common Qty 1 Ply 1 WF58 Job Reference (optional) I37998773 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:43 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-gzhTrgzr19uf7zfXX3VsX_vU8yx2PYdr5EemaTysXHQ Scale = 1:43.3 1 2 3 6 5 4 7 8 9 10 11 12 3x10 4x4 5x6 2x4 2x4 4x8 5-9-8 5-9-8 11-3-12 5-6-4 5-9-8 5-9-8 11-3-12 5-6-4 0-9-126-7-41-1-012.00 12 Plate Offsets (X,Y)-- [3:0-2-12,0-1-8] 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-MS 0.35 0.23 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 52 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* 1-6: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=438/0-3-8, 4=438/Mechanical Max Horz 6=107(LC 11) Max Uplift 6=-22(LC 15), 4=-24(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-425/69, 2-3=-419/70, 3-4=-390/77, 1-6=-388/79 BOT CHORD 5-6=-175/276 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 5-9-8, Exterior(2) 5-9-8 to 8-9-8, Interior(1) 8-9-8 to 11-2-0 zone; cantilever 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6. This connection is for uplift only and does not consider lateral forces. July 31,2019 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 19-3701A Truss N5 Truss Type Common Qty 2 Ply 1 WF58 Job Reference (optional) I37998774 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:44 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-8AFr30zToT0Wl7Ej5n054CSf4MHR8_v_JuNJ6vysXHP Scale = 1:41.6 1 2 3 6 5 4 7 8 9 10 11 12 5x6 4x4 5x6 2x4 2x4 4x8 5-7-0 5-7-0 11-1-4 5-6-4 5-7-0 5-7-0 11-1-4 5-6-4 1-0-46-7-41-1-012.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [3:0-2-12,0-1-8] 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-MS 0.34 0.22 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=433/Mechanical, 4=433/Mechanical Max Horz 6=105(LC 11) Max Uplift 6=-23(LC 15), 4=-24(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-414/69, 2-3=-412/70, 1-6=-384/77, 3-4=-385/76 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-7-0, Exterior(2) 5-7-0 to 8-7-0, Interior(1) 8-7-0 to 10-11-8 zone; cantilever 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. July 31,2019 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 19-3701A Truss P01 Truss Type Piggyback Qty 1 Ply 1 WF58 Job Reference (optional) I37998775 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:45 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-cMpEGM_6Zn8NMHpveUXKcP_tLmehtPi8YY7teLysXHO Scale = 1:49.6 1 2 3 4 5 67 10 9 8 11 12 13 14 15 16 17 18 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 15-10-12 15-10-12 7-11-6 7-11-6 15-10-12 7-11-6 0-5-37-11-60-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [6:0-2-6,0-1-8] 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-S 0.18 0.16 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 6 6 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 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 14-9-6. (lb) - Max Horz 2=-150(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 10=-184(LC 14), 8=-183(LC 15) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=361(LC 27), 10=422(LC 24), 8=421(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-290/224, 5-8=-290/223 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-8 to 3-2-8, Interior(1) 3-2-8 to 7-11-6, Exterior(2) 7-11-6 to 10-11-6, Interior(1) 10-11-6 to 15-8-4 zone; cantilever 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 12.0 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, with BCDL = 10.0psf. 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) 10=184, 8=183. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 31,2019 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 19-3701A Truss P02 Truss Type Piggyback Qty 3 Ply 1 WF58 Job Reference (optional) I37998776 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:46 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-5YNcUi?kK4GE_RO5CC2Z9dX259zwcsyHnCsQBnysXHN Scale = 1:49.6 1 2 3 4 5 67 10 9 8 11 12 13 14 15 16 17 18 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 15-10-12 15-10-12 7-11-6 7-11-6 15-10-12 7-11-6 0-5-37-11-60-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [6:0-2-6,0-1-8] 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-S 0.18 0.16 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 6 6 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 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 14-9-6. (lb) - Max Horz 2=-150(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 10=-184(LC 14), 8=-183(LC 15) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=361(LC 27), 10=422(LC 24), 8=421(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-290/224, 5-8=-290/223 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-8 to 3-2-8, Interior(1) 3-2-8 to 7-11-6, Exterior(2) 7-11-6 to 10-11-6, Interior(1) 10-11-6 to 15-8-4 zone; cantilever 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 12.0 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, with BCDL = 10.0psf. 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) 10=184, 8=183. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 31,2019 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 19-3701A Truss P03 Truss Type PIGGYBACK Qty 1 Ply 2 WF58 Job Reference (optional) I37998777 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:47 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-Zlw_h20M5OO5cayImvZohq4EmZKCLLAR?sczjEysXHM Scale = 1:27.3 1 2 3 4 5 6 7 8 9 10 11 12 4x4 2x4 2x4 2x4 10-5-10 10-5-10 5-2-13 5-2-13 10-5-10 5-2-13 0-4-134-4-50-1-80-4-130-1-810.00 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-S 0.12 0.09 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 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 No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=217/9-2-7, 4=217/9-2-7, 6=351/9-2-7 Max Horz 2=-81(LC 12) Max Uplift 2=-28(LC 14), 4=-39(LC 15) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 5-2-13, Exterior(2) 5-2-13 to 8-2-13, Interior(1) 8-2-13 to 10-2-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) 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. 5) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 6) Unbalanced snow loads have been considered for this design. 7) 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. 8) Gable studs spaced at 4-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 12) Non Standard bearing condition. Review required. 13) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 31,2019 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 19-3701A Truss P04 Truss Type Piggyback Qty 2 Ply 1 WF58 Job Reference (optional) I37998778 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:48 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-1xUMvO0_siWyDkXUKd41E2cNhzf14onaEVLXFgysXHL Scale = 1:27.3 1 2 3 4 5 6 7 8 9 10 11 12 4x6 3x4 3x4 2x4 10-5-10 10-5-10 5-2-13 5-2-13 10-5-10 5-2-13 0-4-134-4-50-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-1,0-1-8] 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-S 0.23 0.18 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 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.(lb/size)2=217/9-2-7, 4=217/9-2-7, 6=351/9-2-7 Max Horz 2=-81(LC 12) Max Uplift 2=-28(LC 14), 4=-39(LC 15) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 5-2-13, Exterior(2) 5-2-13 to 8-2-13, Interior(1) 8-2-13 to 10-2-14 zone; cantilever 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, 4. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 31,2019 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 19-3701A Truss P05 Truss Type PIGGYBACK Qty 1 Ply 1 WF58 Job Reference (optional) I37998779 8.220 s Mar 22 2019 MiTek Industries, Inc. Wed Jul 31 14:47:42 2019 Page 1 Timberland Home Center, , Brazil, IN - 47834 ID:?STbUYTTIpiDv1b3ymQJzKyt_81-X239syl3rghZ5sLm1RTV2zuotfgvSwfkfLdawzysWKV Scale = 1:36.5 1 2 3 4 5 6 7 8 9 10 14 13 12 11 15 16 17 18 19 20 21 4x9 5x6 4x6 3x4 2x4 2x4 2x4 4x6 2x4 18-5-10 18-5-10 1-3-7 1-3-7 9-3-7 8-0-0 13-2-13 3-11-6 18-5-10 5-2-13 0-4-130-11-64-2-134-4-60-1-80-4-130-1-80-11-610.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-0-0], [3:0-0-14,0-2-0], [3:0-1-2,0-1-6], [5:0-1-12,0-0-0], [6:0-0-0,0-1-12], [6:0-3-0,Edge], [8:0-7-4,0-1-8], [8:0-1-12,0-1-7], [9:0-1-15,0-1-10] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.37 0.19 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 0.00 0.01 (loc) 10 10 9 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-2-7. (lb) - Max Horz 2=81(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 14, 9, 12 Max Grav All reactions 250 lb or less at joint(s) 2 except 11=284(LC 47), 14=630(LC 34), 9=285(LC 1), 12=498(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-281/54, 6-17=-297/79, 17-18=-257/83, 20-21=-259/97, 8-21=-282/95, 8-9=-304/89 WEBS 4-14=-521/103, 5-12=-435/139 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 4-3-7, Interior(1) 4-3-7 to 13-2-13, Exterior(2) 13-2-13 to 16-2-13, Interior(1) 16-2-13 to 18-2-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) Gable studs spaced at 4-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11, 14, 9, 12. 11) Non Standard bearing condition. Review required. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss P06 Truss Type PIGGYBACK Qty 1 Ply 1 WF58 Job Reference (optional) I37998780 8.220 s Mar 22 2019 MiTek Industries, Inc. Wed Jul 31 14:47:54 2019 Page 1 Timberland Home Center, , Brazil, IN - 47834 ID:?STbUYTTIpiDv1b3ymQJzKyt_81-AMnhN3va0MBsXjG4kzhJYUOrbVmrGLTVQCXDLHysWKJ Scale = 1:34.0 1 2 3 4 5 6 7 8 9 10 11 15 14 13 12 16 17 18 19 20 21 22 4x6 3x6 4x6 2x4 2x4 2x4 2x4 2x4 4x6 4x6 3x4 18-5-10 18-5-10 3-8-4 3-8-4 11-8-4 8-0-0 13-2-13 1-6-9 18-5-10 5-2-13 0-4-92-11-64-2-134-4-60-1-80-4-130-1-82-11-610.00 12 Plate Offsets (X,Y)-- [2:0-2-2,0-1-12], [3:0-7-12,0-1-12], [3:0-1-12,0-1-7], [4:0-2-4,Edge], [9:0-7-4,0-1-8], [9:0-1-12,0-1-7], [10:0-1-15,0-1-10] 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 0.18 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 11 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-2-12. (lb) - Max Horz 2=-81(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 12, 13, 15, 10, 2 Max Grav All reactions 250 lb or less at joint(s) except 12=354(LC 41), 13=517(LC 34), 15=546(LC 34), 10=253(LC 22), 2=340(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-13=-454/101, 5-15=-437/106 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 3-8-4, Exterior(2) 3-8-4 to 6-8-4, Interior(1) 6-8-4 to 13-2-13, Exterior(2) 13-2-13 to 16-2-13, Interior(1) 16-2-13 to 18-2-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) Gable studs spaced at 4-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 13, 15, 10, 2. 11) Non Standard bearing condition. Review required. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss P07 Truss Type Piggyback Qty 1 Ply 1 WF58 Job Reference (optional) I37998781 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:53 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-NvIFy547gE8FKWQS6AgCx5KA3_M6l1JJOn3IwuysXHG Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 16 17 18 19 20 21 22 23 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 18-5-10 18-5-10 6-1-1 6-1-1 12-4-9 6-3-8 18-5-10 6-1-1 0-4-134-11-65-0-140-1-80-4-130-1-84-11-610.00 12 Plate Offsets (X,Y)-- [2:0-4-4,0-0-10], [4:0-2-0,0-1-13], [6:0-2-0,0-1-13], [8:0-4-4,0-0-10] 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 0.45 0.19 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 0.00 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 17-2-7. (lb) - Max Horz 2=-95(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 12 except 13=-128(LC 14), 10=-123(LC 15) Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 12=544(LC 38), 13=668(LC 33), 10=668(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-212/346, 7-8=-205/346 WEBS 5-12=-430/83, 3-13=-536/172, 7-10=-536/167 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 6-1-1, Exterior(2) 6-1-1 to 10-3-15, Interior(1) 10-3-15 to 12-4-9, Exterior(2) 12-4-9 to 16-7-7, Interior(1) 16-7-7 to 18-2-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) 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, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 13=128, 10=123. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss P08 Truss Type Piggyback Qty 1 Ply 1 WF58 Job Reference (optional) I37998782 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:54 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-s5sd9R5lRYG5xf?egtBRTJsMdOh9UUsTcRorTKysXHF Scale = 1:40.8 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 16 17 18 19 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 18-5-10 18-5-10 8-5-14 8-5-14 9-11-12 1-5-14 18-5-10 8-5-14 0-4-136-11-67-0-140-1-80-4-130-1-86-11-610.00 12 Plate Offsets (X,Y)-- [2:0-1-9,0-1-8], [4:0-2-0,0-1-13], [6:0-2-0,0-1-13], [8:0-1-9,0-1-8] 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-S 0.40 0.20 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 62 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-2-7. (lb) - Max Horz 2=-134(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2 except 13=-157(LC 14), 10=-156(LC 15) Max Grav All reactions 250 lb or less at joint(s) except 2=366(LC 33), 11=362(LC 46), 13=677(LC 41), 10=676(LC 43), 8=366(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-263/126, 3-4=-268/103, 6-7=-268/103, 7-8=-261/101 WEBS 3-13=-534/202, 7-10=-534/202 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 8-5-14, Exterior(2) 8-5-14 to 14-2-11, Interior(1) 14-2-11 to 18-2-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) 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, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 13=157, 10=156. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss P09 Truss Type Piggyback Qty 1 Ply 1 WF58 Job Reference (optional) I37998783 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:42:55 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-KHP?Nn6NCrPyZpaqEbig0WPamo2ADxEcr5YP?mysXHE Scale = 1:49.1 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 3x4 18-5-10 18-5-10 9-2-13 9-2-13 18-5-10 9-2-13 0-4-137-6-137-8-50-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [6:0-2-1,0-1-8] 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-S 0.24 0.15 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 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 17-2-7. (lb) - Max Horz 2=-145(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2 except 11=-166(LC 14), 8=-166(LC 15) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=357(LC 27), 11=490(LC 24), 8=490(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-320/212, 5-8=-320/212 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 9-2-13, Exterior(2) 9-2-13 to 12-2-13, Interior(1) 12-2-13 to 18-2-14 zone; cantilever 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, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 11=166, 8=166. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 31,2019 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 19-3701A Truss P10 Truss Type PIGGYBACK Qty 1 Ply 1 WF58 Job Reference (optional) I37998784 8.220 s Mar 22 2019 MiTek Industries, Inc. Wed Jul 31 14:48:07 2019 Page 1 Timberland Home Center, , Brazil, IN - 47834 ID:?STbUYTTIpiDv1b3ymQJzKyt_81-Is4c5V3kyMq0bima?BQMZEQ4ikCKpB4QPkAPJ0ysWK6 Scale = 1:50.5 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 23 24 25 4x6 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x6 23-11-10 23-11-10 1-10-10 1-10-10 7-4-10 5-6-0 14-8-13 7-4-2 23-11-10 9-2-13 0-4-131-5-67-6-137-8-60-1-80-4-130-1-81-5-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [3:0-2-4,Edge], [10:0-1-12,0-1-7], [10:0-7-4,0-1-8], [11:0-1-15,0-1-10] 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 0.36 0.15 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 12 12 11 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 79 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 22-8-8. (lb) - Max Horz 2=-145(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 17, 18, 11 except 16=-134(LC 14), 13=-166(LC 15) Max Grav All reactions 250 lb or less at joint(s) 2, 11 except 14=454(LC 49), 16=604(LC 45), 17=449(LC 34), 18=430(LC 34), 13=492(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 8-14=-265/0, 7-16=-507/181, 5-17=-366/86, 4-18=-373/128, 9-13=-355/212 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 4-10-10, Interior(1) 4-10-10 to 14-8-13, Exterior(2) 14-8-13 to 17-8-13, Interior(1) 17-8-13 to 23-8-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 4-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 17, 18, 11 except (jt=lb) 16=134, 13=166. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss P11 Truss Type PIGGYBACK Qty 1 Ply 1 WF58 Job Reference (optional) I37998785 8.220 s Mar 22 2019 MiTek Industries, Inc. Wed Jul 31 14:48:19 2019 Page 1 Timberland Home Center, , Brazil, IN - 47834 ID:?STbUYTTIpiDv1b3ymQJzKyt_81-xAo8dcCG72LJ1YgtijeA2mw8caI5deJBAb41jKysWJw Scale = 1:50.5 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 23 24 25 26 27 28 4x6 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x6 23-11-10 23-11-10 4-3-7 4-3-7 9-9-7 5-6-0 14-8-13 4-11-6 23-11-10 9-2-13 0-4-133-5-67-6-147-8-60-1-80-4-130-1-83-5-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-4,Edge], [10:0-1-12,0-1-7], [10:0-7-4,0-1-8], [11:0-1-15,0-1-10] 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 0.30 0.15 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 12 12 11 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 82 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-8-8. (lb) - Max Horz 2=-145(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 11 except 16=-124(LC 14), 13=-166(LC 15) Max Grav All reactions 250 lb or less at joint(s) 2, 11 except 14=374(LC 26), 16=549(LC 35), 17=543(LC 34), 18=339(LC 35), 13=493(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-24=-269/114 WEBS 7-16=-467/172, 5-17=-460/89, 3-18=-262/123, 9-13=-355/212 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 4-3-7, Exterior(2) 4-3-7 to 7-3-7, Interior(1) 7-3-7 to 14-8-13, Exterior(2) 14-8-13 to 17-8-13, Interior(1) 17-8-13 to 23-8-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 4-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 18, 11 except (jt=lb) 16=124, 13=166. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss P12 Truss Type PIGGYBACK Qty 1 Ply 1 WF58 Job Reference (optional) I37998786 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:00 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-gFDuQUAW1O1FgaSo18Irja6PPplQu92L?NF9g_ysXH9 Scale = 1:51.7 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 23 24 25 3x4 4x4 3x4 3x4 2x4 2x4 2x4 2x4 4x6 2x4 2x4 2x4 2x4 3x4 23-11-6 23-11-6 6-8-4 6-8-4 12-2-4 5-6-0 14-8-11 2-6-7 23-11-6 9-2-11 0-4-135-5-67-6-127-8-40-1-80-4-130-1-85-5-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-4-4,0-2-0], [9:0-2-1,0-1-8] 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-S 0.31 0.14 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.01 (loc) 10 10 9 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 22-8-4. (lb) - Max Horz 2=145(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 14, 15 except 16=-127(LC 14), 11=-165(LC 15) Max Grav All reactions 250 lb or less at joint(s) 2, 9 except 12=540(LC 45), 14=566(LC 42), 15=444(LC 45), 16=504(LC 35), 11=489(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-225/294, 3-4=-105/259 WEBS 7-12=-393/42, 5-14=-452/101, 4-15=-344/139, 3-16=-440/169, 8-11=-350/210 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 6-8-4, Exterior(2) 6-8-4 to 9-8-4, Interior(1) 9-8-4 to 14-8-11, Exterior(2) 14-8-11 to 17-8-11, Interior(1) 17-8-11 to 23-8-10 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 4-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14, 15 except (jt=lb) 16=127, 11=165. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss P13 Truss Type PIGGYBACK Qty 1 Ply 1 WF58 Job Reference (optional) I37998787 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:02 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-ddKfrABmZ?HzvucA8ZKJo?BlOcRuM3DeShkGlsysXH7 Scale = 1:56.0 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 24 25 4x4 3x4 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 23-11-6 23-11-6 6-2-14 6-2-14 11-8-14 5-6-0 14-8-11 2-11-14 23-11-6 9-2-11 0-4-135-0-147-6-127-8-40-1-80-4-130-1-85-0-1410.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-1-12,Edge], [10:0-2-1,0-1-8] 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-S 0.28 0.14 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.01 (loc) 11 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 84 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 22-8-4. (lb) - Max Horz 2=-145(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 15, 16 except 17=-119(LC 14), 12=-165(LC 15) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 13=498(LC 45), 15=527(LC 42), 16=421(LC 44), 17=489(LC 35), 12=489(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 8-13=-345/13, 6-15=-399/108, 5-16=-338/130, 3-17=-423/161, 9-12=-350/210 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 6-2-14, Exterior(2) 6-2-14 to 9-2-14, Interior(1) 9-2-14 to 14-8-11, Exterior(2) 14-8-11 to 17-8-11, Interior(1) 17-8-11 to 23-8-10 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 4-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 15, 16 except (jt=lb) 17=119, 12=165. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss P14 Truss Type PIGGYBACK Qty 1 Ply 1 WF58 Job Reference (optional) I37998788 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:04 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-Z0SPGsD04cXh8CmZG_NntQH5QQ7Bq?jxw?DNplysXH5 Scale = 1:56.0 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 24 25 26 27 4x4 3x4 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 23-11-6 23-11-6 3-10-1 3-10-1 9-4-1 5-6-0 14-8-11 5-4-10 23-11-6 9-2-11 0-4-133-0-147-6-127-8-40-1-80-4-130-1-83-0-1410.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-1-12,Edge], [10:0-2-1,0-1-8] 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-S 0.31 0.15 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 11 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 81 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 22-8-4. (lb) - Max Horz 2=-145(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 16, 17, 10 except 14=-118(LC 14), 12=-166(LC 15) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 13=417(LC 49), 14=545(LC 35), 16=547(LC 34), 17=330(LC 35), 12=488(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-14=-463/166, 5-16=-464/92, 3-17=-253/129, 9-12=-351/211 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 3-10-1, Exterior(2) 3-10-1 to 6-8-11, Interior(1) 6-8-11 to 14-8-11, Exterior(2) 14-8-11 to 17-8-11, Interior(1) 17-8-11 to 23-8-10 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 4-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 17, 10 except (jt=lb) 14=118, 12=166. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss P15 Truss Type PIGGYBACK Qty 1 Ply 1 WF58 Job Reference (optional) I37998789 8.220 s Mar 22 2019 MiTek Industries, Inc. Wed Jul 31 14:48:34 2019 Page 1 Timberland Home Center, , Brazil, IN - 47834 ID:?STbUYTTIpiDv1b3ymQJzKyt_81-?2CpmkOgbfEBKsKm4MPh9w2hrdQdeQbOcQDKlyysWJh Scale = 1:50.5 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 18 19 20 21 22 23 24 25 3x4 5x6 4x6 3x4 5x6 2x4 2x4 2x4 3x6 2x4 2x4 2x4 2x4 23-11-6 23-11-6 1-5-4 1-5-4 6-11-4 5-6-0 14-8-11 7-9-7 23-11-6 9-2-11 0-4-131-0-147-6-127-8-40-1-80-4-130-1-81-0-1410.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [3:0-2-0,0-1-13], [5:0-1-12,0-0-0], [6:0-0-0,0-1-12], [6:0-3-0,Edge], [10:0-2-4,0-0-0], [11:0-2-9,0-0-0], [11:0-2-5,0-1-8], [14:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.36 0.15 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 12 12 11 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 78 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-8-4. (lb) - Max Horz 2=-145(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 11, 17 except 15=-143(LC 14), 13=-164(LC 15) Max Grav All reactions 250 lb or less at joint(s) 2, 11 except 14=415(LC 49), 15=612(LC 45), 16=397(LC 34), 17=475(LC 34), 13=495(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-15=-518/189, 5-16=-314/70, 4-17=-415/108, 9-13=-355/211 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 4-5-4, Interior(1) 4-5-4 to 14-8-11, Exterior(2) 14-8-11 to 17-8-11, Interior(1) 17-8-11 to 23-8-10 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 4-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 11, 17 except (jt=lb) 15=143, 13=164. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss P16 Truss Type PIGGYBACK Qty 1 Ply 3 WF58 Job Reference (optional) I37998790 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:07 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-zb8YutFvNXvF?fU8x6wUV2vfHdAW1O9NczS1Q4ysXH2 Scale: 1/4"=1' 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 3x4 18-5-6 18-5-6 9-2-11 9-2-11 18-5-6 9-2-11 0-4-137-6-127-8-40-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [5:0-0-0,0-0-0], [6:0-2-1,0-1-8] 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-S 0.08 0.05 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 190 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 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 17-2-4. (lb) - Max Horz 2=-145(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2 except 11=-166(LC 14), 8=-165(LC 15) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=357(LC 27), 11=490(LC 24), 8=489(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-320/212, 5-8=-319/211 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 9-2-11, Exterior(2) 9-2-11 to 12-2-11, Interior(1) 12-2-11 to 18-2-10 zone; cantilever 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) Unbalanced snow loads have been considered for this design. 6) 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. 7) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 11=166, 8=165. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 31,2019 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 19-3701A Truss P17 Truss Type PIGGYBACK Qty 1 Ply 2 WF58 Job Reference (optional) I37998791 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:08 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-Rniw5DGX8r16dp3KVpRj2GRnn1RGmr3WqdBbyWysXH1 Scale = 1:26.7 1 2 3 4 6 5 7 8 9 2x4 2x4 2x4 2x4 2x4 5-5-13 5-5-13 5-5-13 5-5-13 0-4-134-6-130-1-84-5-50-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0] 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-S 0.29 0.34 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)2=-633/4-6-12, 6=1034/4-6-12 Max Horz 2=128(LC 14) Max Uplift 2=-696(LC 24), 6=-407(LC 14) Max Grav 2=354(LC 14), 6=1087(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-276/408 WEBS 3-6=-605/320 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 5-4-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) 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. 5) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 6) Unbalanced snow loads have been considered for this design. 7) 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. 8) Gable studs spaced at 4-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=696, 6=407. 12) Non Standard bearing condition. Review required. 13) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 31,2019 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 19-3701A Truss P18 Truss Type PIGGYBACK Qty 2 Ply 1 WF58 Job Reference (optional) I37998792 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:09 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-v_GIJZH9v99zFzeW2XyyaT_xDRpAVIsg3Hx8VyysXH0 Scale = 1:25.8 1 2 3 4 6 7 5 2x4 2x4 2x4 5-5-13 5-5-13 5-5-13 5-5-13 0-4-134-6-130-1-84-5-50-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0] 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 0.37 0.23 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 0.01 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=0/4-6-12, 2=214/4-6-12, 4=187/4-6-12 Max Horz 2=128(LC 14) Max Uplift 4=-74(LC 14) Max Grav 2=214(LC 21), 4=197(LC 24) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 5-4-1 zone; cantilever 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) 4. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 31,2019 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 19-3701A Truss P19 Truss Type PIGGYBACK Qty 1 Ply 1 WF58 Job Reference (optional) I37998793 8.220 s Mar 22 2019 MiTek Industries, Inc. Wed Jul 31 14:48:52 2019 Page 1 Timberland Home Center, , Brazil, IN - 47834 ID:?STbUYTTIpiDv1b3ymQJzKyt_81-UWIdYuczMBVdVdiD88kvujomPtagsa_2lEaHNvysWJP Scale = 1:19.1 1 2 3 4 5 6 7 10 9 8 5x6 3x4 3x4 2x4 2x4 2x4 2x4 5x6 11-3-3 11-3-3 1-8-4 1-8-4 9-6-15 7-10-11 11-3-3 1-8-4 0-4-131-4-140-1-80-4-130-1-81-3-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [3:0-4-4,0-2-0], [5:0-4-4,0-2-0], [6:0-2-1,0-1-8] 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-S 0.36 0.10 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 6 6 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-0-1. (lb) - Max Horz 2=-24(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=604(LC 32), 10=303(LC 32), 8=304(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-519/112 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 5-7-10, Interior(1) 5-7-10 to 9-6-15, Exterior(2) 9-6-15 to 11-0-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 4-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 9, 10, 8. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss P20 Truss Type PIGGYBACK Qty 1 Ply 2 WF58 Job Reference (optional) I37998794 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:11 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-sMN3kFIPRmQhUHovAy?Qgu3LoEXXzC3zXbQFZrysXH_ Scale = 1:19.7 1 2 3 4 5 7 6 9 10 8 2x4 3x4 2x4 2x4 2x4 2x4 7-1-10 7-1-10 3-0-9 3-0-9 7-1-10 4-1-1 3-3-63-4-140-1-80-4-130-1-83-3-610.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-13], [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-S 0.11 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=0/6-2-9, 7=140/6-2-9, 4=105/6-2-9, 6=288/6-2-9 Max Horz 8=-97(LC 15) Max Uplift 7=-20(LC 10), 6=-73(LC 15) Max Grav 7=236(LC 29), 4=185(LC 30), 6=383(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-297/168 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 6-0-9, Interior(1) 6-0-9 to 6-10-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) 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. 5) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 6) Unbalanced snow loads have been considered for this design. 7) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 8) Provide adequate drainage to prevent water ponding. 9) Gable studs spaced at 4-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 6. 13) Non Standard bearing condition. Review required. 14) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 15) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss Q1 Truss Type GABLE Qty 1 Ply 1 WF58 Job Reference (optional) I37998795 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:12 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-KZxRxbJ2C4YY6QN5kfWfC6cVmet1ifO6lE9o4HysXGz Scale = 1:21.1 1 2 3 4 5 6 7 10 9 8 11 12 4x4 3x6 3x6 2x4 2x4 2x4 2x4 2x4 5-7-0 5-7-0 -1-0-0 1-0-0 2-9-8 2-9-8 5-7-0 2-9-8 6-7-0 1-0-0 0-7-122-11-110-7-1210.00 12 Plate Offsets (X,Y)-- [2:0-0-2,0-0-3], [2:0-0-5,0-3-3], [6:0-0-2,0-0-3], [6:0-0-5,0-3-3] 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 0.10 0.03 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 7 6 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2, Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 5-7-0. (lb) - Max Horz 2=-61(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9, 10, 8 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 2-9-8, Corner(3) 2-9-8 to 5-7-0, Exterior(2) 5-7-0 to 6-7-0 zone; cantilever 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) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 10, 8. July 31,2019 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 19-3701A Truss Q2 Truss Type Common Qty 3 Ply 1 WF58 Job Reference (optional) I37998796 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:13 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-olVp8xKgzNgPjayIHN1ulJ9gS2DiR6TG_uvLdjysXGy Scale = 1:22.6 1 2 3 4 5 6 13 14 15 16 5x6 5x6 2x4 4x4 2-9-8 2-9-8 5-7-0 2-9-8 -1-0-0 1-0-0 2-9-8 2-9-8 5-7-0 2-9-8 6-7-0 1-0-0 0-7-122-11-110-7-1210.00 12 Plate Offsets (X,Y)-- [2:0-0-3,0-0-2], [2:0-3-3,0-0-5], [2:Edge,0-2-6], [4:0-0-3,0-0-2], [4:0-3-3,0-0-5], [4:Edge,0-2-6] 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-MP 0.10 0.06 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 9 6-9 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2, Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=283/0-3-8, 4=283/0-3-8 Max Horz 2=-61(LC 12) Max Uplift 2=-29(LC 14), 4=-29(LC 15) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-9-8, Exterior(2) 2-9-8 to 5-7-0, Interior(1) 5-7-0 to 6-7-0 zone; cantilever 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) 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 4. This connection is for uplift only and does not consider lateral forces. July 31,2019 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 19-3701A Truss Q3 Truss Type Common Qty 1 Ply 1 WF58 Job Reference (optional) I37998797 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:14 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-Gx3BMGLIkhoGLkXUr4Y7HXhrCSYnAZiPDYev9AysXGx Scale = 1:21.3 1 2 3 4 5 12 13 3x6 2x4 4x4 3x6 2-9-8 2-9-8 5-7-0 2-9-8 -1-0-0 1-0-0 2-9-8 2-9-8 5-7-0 2-9-8 0-7-122-11-110-7-1210.00 12 Plate Offsets (X,Y)-- [2:0-0-2,0-0-3], [2:0-0-5,0-3-3], [4:0-0-2,0-0-3], [4:0-0-5,0-3-3] 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-MP 0.10 0.07 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 11 5-11 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2, Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=289/0-3-8, 4=218/0-3-8 Max Horz 2=56(LC 13) Max Uplift 2=-30(LC 14), 4=-10(LC 15) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-9-8, Exterior(2) 2-9-8 to 5-7-0 zone; cantilever 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) 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 4. This connection is for uplift only and does not consider lateral forces. July 31,2019 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 19-3701A Truss R1 Truss Type Piggyback Base Qty 1 Ply 1 WF58 Job Reference (optional) I37998798 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:16 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-CKBynyMYGI2_a2gszVabNym_oF0MeNyigs70D2ysXGv Scale = 1:73.7 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 3x6 6x8 6x8 3x6 5x10 4x6 4x8 4x4 2x4 3x10 2x4 4x4 2x4 5x10 4x6 4x8 9-3-12 9-3-12 18-4-0 9-0-4 27-4-4 9-0-4 36-8-0 9-3-12 -1-0-0 1-0-0 6-5-15 6-5-15 12-8-6 6-2-7 18-4-0 5-7-10 23-11-10 5-7-10 30-2-1 6-2-7 36-8-0 6-5-15 0-11-011-6-00-11-011-6-010.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-0], [6:0-6-4,0-2-0], [8:0-6-4,0-2-0], [12: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-MS 0.93 0.96 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.49 0.14 (loc) 13-15 13-15 12 l/defl >999 >902 n/a L/d 240 180 n/a PLATES MT20 Weight: 193 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 6-8,9-12: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-6-0, Right 2x6 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-0-11 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-15 REACTIONS.(lb/size)2=1527/0-3-8, 12=1466/Mechanical Max Horz 2=216(LC 11) Max Uplift 2=-73(LC 14), 12=-56(LC 15) Max Grav 2=1905(LC 33), 12=1835(LC 39) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2348/189, 4-6=-2192/264, 6-7=-1523/238, 7-8=-1523/238, 8-10=-2187/269, 10-12=-2337/193 BOT CHORD 2-17=-127/1778, 15-17=-79/1332, 13-15=-0/1327, 12-13=-62/1705 WEBS 4-17=-521/239, 6-17=-117/800, 6-15=-107/546, 7-15=-728/143, 8-15=-108/546, 8-13=-116/794, 10-13=-515/235 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-8-0, Interior(1) 2-8-0 to 12-8-6, Exterior(2) 12-8-6 to 17-10-10, Interior(1) 17-10-10 to 23-11-10, Exterior(2) 23-11-10 to 29-1-13, Interior(1) 29-1-13 to 36-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 10) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss T1 Truss Type Common Qty 2 Ply 1 WF58 Job Reference (optional) I37998799 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:17 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-gWkK_INA1cArCCF3WC6qv9JIHfTvNsOrvWtZmUysXGu Scale = 1:66.0 1 2 3 4 5 6 8 7 12 13 14 15 16 17 5x8 2x4 5x6 3x6 2x4 4x4 4x4 7-6-7 7-6-7 15-4-0 7-9-9 -1-0-0 1-0-0 5-10-4 5-10-4 11-8-2 5-9-14 15-4-0 3-7-14 0-7-1210-4-87-3-1510.00 12 Plate Offsets (X,Y)-- [2:0-0-2,0-0-3], [2:0-0-5,0-3-3], [4:0-2-0,Edge], [8:0-4-0,0-3-0] 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-MS 0.37 0.56 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.33 0.01 (loc) 7-8 7-8 2 l/defl >912 >552 n/a L/d 240 180 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 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-7 REACTIONS.(lb/size)2=669/0-3-8, 7=606/0-3-8 Max Horz 2=266(LC 14) Max Uplift 2=-16(LC 14), 7=-105(LC 14) Max Grav 2=669(LC 1), 7=686(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-687/21, 3-5=-611/117 BOT CHORD 2-8=-167/531 WEBS 3-8=-335/230, 5-8=-137/626, 5-7=-523/132 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-8-2, Exterior(2) 11-8-2 to 14-8-2, Interior(1) 14-8-2 to 15-2-4 zone; cantilever 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) 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 7. This connection is for uplift only and does not consider lateral forces. July 31,2019 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 19-3701A Truss T2 Truss Type Common Qty 1 Ply 1 WF58 Job Reference (optional) I37998800 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:18 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-9iIiCeOonwIhqLqF4wd3SNsTx3o96JZ?8Ac6IxysXGt Scale = 1:65.8 1 2 3 4 5 7 6 11 12 13 14 15 16 17 3x4 4x6 5x8 2x4 5x6 4x4 2x4 7-6-7 7-6-7 15-4-0 7-9-9 5-10-4 5-10-4 11-8-2 5-9-14 15-4-0 3-7-14 0-7-1210-4-87-3-1510.00 12 Plate Offsets (X,Y)-- [1:0-0-2,0-0-3], [1:0-0-5,0-3-3], [7:0-4-0,0-3-0] 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-MS 0.37 0.56 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.33 0.01 (loc) 6-7 6-7 1 l/defl >912 >554 n/a L/d 240 180 n/a PLATES MT20 Weight: 79 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-6 REACTIONS.(lb/size)1=608/0-3-8, 6=608/0-3-8 Max Horz 1=244(LC 14) Max Uplift 6=-106(LC 14) Max Grav 1=608(LC 1), 6=688(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-690/26, 2-4=-615/122 BOT CHORD 1-7=-168/535 WEBS 2-7=-338/231, 4-7=-139/632, 4-6=-525/133 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-8-2, Exterior(2) 11-8-2 to 14-8-2, Interior(1) 14-8-2 to 15-2-4 zone; cantilever 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 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6. This connection is for uplift only and does not consider lateral forces. July 31,2019 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 19-3701A Truss V01 Truss Type VALLEY Qty 1 Ply 1 WF58 Job Reference (optional) I37998801 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:19 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-dvs4P_ORYDQYRVPRed8I_aOhmTFSrps8MqMgqNysXGs Scale = 1:44.7 1 2 3 4 7 6 5 8 9 102x4 4x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 7-10-0 7-9-12 6-8-4 6-8-4 7-10-0 1-1-12 0-0-46-8-45-6-812.00 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 0.18 0.10 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 7-9-12. (lb) - Max Horz 1=174(LC 14) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-174(LC 14) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=297(LC 23), 7=376(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-296/218 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 6-8-4, Exterior(2) 6-8-4 to 7-8-4 zone; cantilever 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) 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, 5, 6 except (jt=lb) 7=174. July 31,2019 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 19-3701A Truss V02 Truss Type VALLEY Qty 1 Ply 1 WF58 Job Reference (optional) I37998802 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:20 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-55QScKP3JXYP3f_eCLfXXoxr4tb1aHoHbU5DMpysXGr Scale = 1:33.7 1 2 3 4 7 6 5 8 9 10 4x6 4x4 2x4 2x4 2x4 0-0-4 0-0-4 6-2-0 6-1-12 5-0-4 5-0-4 6-2-0 1-1-12 0-0-45-0-43-10-812.00 12 Plate Offsets (X,Y)-- [1:0-1-10,0-1-10], [1:0-1-9,Edge], [2:0-2-8,0-0-0], [7:0-1-4,0-1-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.20 0.08 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-1-12. (lb) - Max Horz 1=124(LC 14) Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 1=-221(LC 23), 7=-225(LC 14) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 7=435(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-256/255 WEBS 2-7=-380/291 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 5-0-4, Exterior(2) 5-0-4 to 6-0-4 zone; cantilever 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) 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) 5, 6 except (jt=lb) 1=221, 7=225. July 31,2019 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 19-3701A Truss V03 Truss Type VALLEY Qty 1 Ply 1 WF58 Job Reference (optional) I37998803 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:20 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-55QScKP3JXYP3f_eCLfXXoxs2tcPaHFHbU5DMpysXGr Scale = 1:19.7 1 2 3 5 4 2x4 4x4 2x4 2x4 2x4 0-0-4 0-0-4 4-6-0 4-5-12 3-4-4 3-4-4 4-6-0 1-1-12 0-0-43-4-42-2-812.00 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 0.14 0.06 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=114/4-5-12, 4=22/4-5-12, 5=184/4-5-12 Max Horz 1=74(LC 14) Max Uplift 1=-3(LC 15), 4=-31(LC 15), 5=-19(LC 14) Max Grav 1=114(LC 1), 4=26(LC 24), 5=194(LC 23) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. July 31,2019 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 19-3701A Truss V04 Truss Type VALLEY Qty 1 Ply 1 WF58 Job Reference (optional) I37998804 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:21 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-ZH_rqgQh4rgGhpZql2Am4?U3eGyLJjkRq8rnvGysXGq Scale = 1:11.3 1 2 3 4 2x4 4x4 2x4 4x6 0-0-4 0-0-4 2-10-0 2-9-12 1-8-4 1-8-4 2-10-0 1-1-12 0-0-41-8-40-6-812.00 12 Plate Offsets (X,Y)-- [3:0-0-15,0-0-15], [3:0-4-4,0-1-15] 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 n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 WEDGE Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=63/2-11-1, 4=78/2-11-1, 3=57/2-11-1 Max Horz 1=26(LC 11) Max Uplift 1=-11(LC 15), 3=-11(LC 15) Max Grav 1=63(LC 1), 4=78(LC 5), 3=57(LC 1) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. July 31,2019 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 19-3701A Truss V05 Truss Type Valley Qty 1 Ply 1 WF58 Job Reference (optional) I37998805 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:22 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-1UYD10RJr8o7Iz80Jmh?cD0B3gGG274a2oaKRiysXGp Scale = 1:77.5 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 3x4 2x4 2x4 3x4 5x6 2x4 2x4 2x4 2x4 2x4 16-4-12 16-4-12 16-4-12 16-4-12 0-0-413-7-1510.00 12 Plate Offsets (X,Y)-- [9:0-1-12,0-0-0], [10:0-3-0,0-0-4], [10:0-0-0,0-1-12] 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 0.24 0.16 0.19 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: 79 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-8 REACTIONS.All bearings 16-4-7. (lb) - Max Horz 1=399(LC 14) Max Uplift All uplift 100 lb or less at joint(s) 7, 1 except 9=-128(LC 14), 8=-136(LC 14), 11=-134(LC 14) Max Grav All reactions 250 lb or less at joint(s) 7 except 1=290(LC 14), 9=469(LC 23), 8=504(LC 23), 11=400(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-478/398, 2-3=-343/287 WEBS 3-9=-265/178, 5-8=-333/190, 2-11=-271/180 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 16-3-0 zone; cantilever 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 1 except (jt=lb) 9=128, 8=136, 11=134. July 31,2019 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 19-3701A Truss V06 Truss Type VALLEY Qty 1 Ply 1 WF58 Job Reference (optional) I37998806 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:23 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-Vg6bFLSxcSw_w7jDtTDE9QZNl4cmnbzkHSKtz8ysXGo Scale = 1:80.2 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 3x4 4x4 2x4 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 17-2-15 17-2-10 15-5-15 15-5-15 17-2-15 1-9-0 0-0-412-10-1511-5-710.00 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 0.14 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 91 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 6-9, 5-10 REACTIONS.All bearings 17-2-10. (lb) - Max Horz 1=357(LC 14) Max Uplift All uplift 100 lb or less at joint(s) 8, 1, 9 except 10=-135(LC 14), 12=-121(LC 14), 13=-122(LC 14) Max Grav All reactions 250 lb or less at joint(s) 8 except 1=263(LC 14), 9=316(LC 23), 10=483(LC 23), 12=449(LC 23), 13=351(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-431/340, 2-4=-309/242 WEBS 5-10=-276/184, 4-12=-253/170 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-13 to 3-5-15, Interior(1) 3-5-15 to 15-5-15, Exterior(2) 15-5-15 to 17-1-3 zone; cantilever 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) 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) 8, 1, 9 except (jt=lb) 10=135, 12=121, 13=122. July 31,2019 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 19-3701A Truss V07 Truss Type VALLEY Qty 1 Ply 1 WF58 Job Reference (optional) I37998807 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:24 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-zsgzShSZNm2rYGHPRAkThe6XyUxvW1stW63RWbysXGn Scale = 1:68.0 1 2 3 4 5 6 7 11 10 9 8 12 13 3x4 4x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 14-10-2 14-9-13 13-1-2 13-1-2 14-10-2 1-9-0 0-0-410-10-159-5-710.00 12 Plate Offsets (X,Y)-- [1:0-1-15,0-1-10], [1:0-1-15,0-1-10], [11:0-1-6,0-1-2] 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 0.21 0.15 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 6-9 REACTIONS.All bearings 14-9-13. (lb) - Max Horz 1=297(LC 14) Max Uplift All uplift 100 lb or less at joint(s) 8, 1, 9 except 10=-121(LC 14), 11=-169(LC 14) Max Grav All reactions 250 lb or less at joint(s) 8, 1 except 9=319(LC 23), 10=469(LC 23), 11=466(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-315/201, 2-3=-325/269 WEBS 5-10=-263/174, 3-11=-297/206 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-7-10 to 3-7-10, Interior(1) 3-7-10 to 13-1-2, Exterior(2) 13-1-2 to 14-8-6 zone; cantilever 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) 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) 8, 1, 9 except (jt=lb) 10=121, 11=169. 8) Following joints to be plated by qualified designer: Joint(s) 1, not plated. July 31,2019 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 19-3701A Truss V08 Truss Type VALLEY Qty 1 Ply 1 WF58 Job Reference (optional) I37998808 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:25 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-R3DLg1TB83Ai9Qsb_uFiEreivuHFFUK1lmp_21ysXGm Scale = 1:51.7 1 2 3 4 7 6 5 8 9 10 11 12 3x4 4x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 11-7-15 11-7-11 8-1-15 8-1-15 11-7-15 3-6-0 0-0-48-1-154-7-1512.00 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 0.20 0.14 0.22 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: 49 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-7-11. (lb) - Max Horz 1=179(LC 14) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 7=-191(LC 14) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=416(LC 23), 7=458(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-311/235 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 8-1-15, Exterior(2) 8-1-15 to 11-1-15, Interior(1) 11-1-15 to 11-6-3 zone; cantilever 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) 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, 5 except (jt=lb) 7=191. July 31,2019 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 19-3701A Truss V09 Truss Type VALLEY Qty 1 Ply 1 WF58 Job Reference (optional) I37998809 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:26 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-wFnktNUqvNIZnaRnYbmxm3BuuHdh_ygAzQYYaTysXGl Scale = 1:43.2 1 2 3 4 5 8 7 6 9 10 112x4 4x4 3x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 9-11-15 9-11-11 6-5-15 6-5-15 8-6-15 2-1-0 9-11-15 1-5-0 0-0-44-4-156-5-154-4-1512.00 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 0.13 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-11-11. (lb) - Max Horz 1=151(LC 14) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 7 except 8=-158(LC 14) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 7=427(LC 40), 8=339(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-262/200 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 6-5-15, Exterior(2) 6-5-15 to 8-6-15, Interior(1) 8-6-15 to 9-10-3 zone; cantilever 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) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 7 except (jt=lb) 8=158. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss V10 Truss Type VALLEY Qty 1 Ply 1 WF58 Job Reference (optional) I37998810 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:28 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-sevUI3V4R_ZH1ubAg0oPsUGCT5J3StATRk1efMysXGj Scale = 1:32.4 1 2 3 4 6 5 7 8 9 2x4 4x6 3x4 2x4 2x4 2x4 0-0-4 0-0-4 8-3-15 8-3-11 4-9-15 4-9-15 5-2-15 0-5-0 8-3-15 3-1-0 0-0-44-4-154-9-154-4-1512.00 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 0.24 0.14 0.09 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: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=157/8-3-11, 5=105/8-3-11, 6=365/8-3-11 Max Horz 1=129(LC 14) Max Uplift 5=-15(LC 15), 6=-96(LC 14) Max Grav 1=157(LC 1), 5=219(LC 38), 6=411(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-6=-255/175 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-9-15, Exterior(2) 4-9-15 to 5-2-15, Interior(1) 5-2-15 to 8-2-3 zone; cantilever 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) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss V11 Truss Type VALLEY Qty 1 Ply 1 WF58 Job Reference (optional) I37998811 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:29 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-KqTsVPWiCIh8e2AMDkJeOhpNqVggBLzcfOnCBoysXGi Scale = 1:27.3 1 2 3 4 6 5 7 8 92x4 4x4 3x4 2x4 2x4 2x4 0-0-4 0-0-4 6-7-15 6-7-11 4-4-15 4-4-15 6-7-15 2-3-0 0-0-44-4-1512.00 12 Plate Offsets (X,Y)-- [3:0-1-8,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-S 0.20 0.11 0.05 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: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=64/6-7-11, 5=137/6-7-11, 6=291/6-7-11 Max Horz 1=125(LC 14) Max Uplift 5=-20(LC 11), 6=-114(LC 14) Max Grav 1=129(LC 37), 5=226(LC 30), 6=445(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-6=-367/195 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-4-15, Exterior(2) 4-4-15 to 6-6-3 zone; cantilever 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) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 6=114. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss V12 Truss Type VALLEY Qty 1 Ply 1 WF58 Job Reference (optional) I37998812 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:30 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-o01EjlXKzcp?GBlZnRrtxvMV1v_kwo3mu2WljEysXGh Scale = 1:25.0 1 2 3 4 5 4x4 3x4 4x4 2x4 0-0-4 0-0-4 4-11-15 4-11-11 4-4-15 4-4-15 4-11-15 0-7-0 0-0-44-4-1512.00 12 Plate Offsets (X,Y)-- [2:0-1-8,Edge], [3: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-R 0.43 0.19 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-15 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=180/4-11-11, 4=180/4-11-11 Max Horz 1=125(LC 14) Max Uplift 4=-74(LC 14) Max Grav 1=310(LC 29), 4=275(LC 29) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-4-15, Exterior(2) 4-4-15 to 4-10-3 zone; cantilever 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) Provide adequate drainage to prevent water ponding. 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) 4. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss V13 Truss Type VALLEY Qty 1 Ply 1 WF58 Job Reference (optional) I37998813 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:30 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-o01EjlXKzcp?GBlZnRrtxvMaov?Two3mu2WljEysXGh Scale = 1:19.7 1 2 3 2x4 2x4 2x4 3-3-15 3-3-15 0-0-43-3-1512.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.13 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 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 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=113/3-3-11, 3=113/3-3-11 Max Horz 1=86(LC 14) Max Uplift 3=-57(LC 14) Max Grav 1=113(LC 1), 3=122(LC 23) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever 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) 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) 3. July 31,2019 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 19-3701A Truss V14 Truss Type Valley Qty 1 Ply 1 WF58 Job Reference (optional) I37998814 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:31 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-GCbcw5YykvxruLKlL9M6T6umBIMjfFJv7iGIFhysXGg Scale = 1:11.2 1 2 3 2x4 2x4 2x4 1-7-15 1-7-15 0-0-41-7-1512.00 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 0.02 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=47/1-7-11, 3=47/1-7-11 Max Horz 1=35(LC 14) Max Uplift 3=-23(LC 14) Max Grav 1=47(LC 1), 3=50(LC 23) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever 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) 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) 3. July 31,2019 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 19-3701A Truss V15 Truss Type VALLEY Qty 1 Ply 1 WF58 Job Reference (optional) I37998815 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:32 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-kP8?8QZaUD3iVVvxvstL0KRvmihcOiZ2MM?so7ysXGf Scale = 1:18.5 1 2 3 2x4 2x4 2x4 3-8-10 3-8-10 0-0-43-1-310.00 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 0.16 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 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 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=127/3-8-5, 3=127/3-8-5 Max Horz 1=80(LC 14) Max Uplift 3=-49(LC 14) Max Grav 1=127(LC 1), 3=133(LC 23) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever 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) 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) 3. July 31,2019 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 19-3701A Truss V16 Truss Type Valley Qty 1 Ply 1 WF58 Job Reference (optional) I37998816 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:33 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-CbiNLmZDFXBZ7fT8SZOaZX_6t62I79pCa0lPKZysXGe Scale = 1:8.3 1 2 3 2x4 5x6 1-3-13 1-3-13 0-0-41-1-310.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-7], [2:Edge,0-1-15], [3:0-1-12,0-0-0] 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-P 0.01 0.00 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 3 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=31/1-3-9, 3=31/1-3-9 Max Horz 1=19(LC 14) Max Uplift 3=-12(LC 14) Max Grav 1=31(LC 1), 3=32(LC 23) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever 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) 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) 3. July 31,2019 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 19-3701A Truss V17 Truss Type VALLEY Qty 1 Ply 1 WF58 Job Reference (optional) I37998817 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:34 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-hnGlY6ar0qJQlp2K0Hvp5lWF7WN3scRLpgUzs?ysXGd Scale = 1:35.0 1 2 3 5 4 6 7 8 2x4 2x4 2x4 2x4 2x4 5-10-7 5-10-7 0-0-45-10-712.00 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 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=-13/5-10-7, 4=125/5-10-7, 5=318/5-10-7 Max Horz 1=162(LC 14) Max Uplift 1=-69(LC 12), 4=-63(LC 14), 5=-159(LC 14) Max Grav 1=169(LC 14), 4=135(LC 23), 5=343(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-254/227 WEBS 2-5=-286/224 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 5-8-11 zone; cantilever 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=159. July 31,2019 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 19-3701A Truss V18 Truss Type VALLEY Qty 1 Ply 1 WF58 Job Reference (optional) I37998818 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:34 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-hnGlY6ar0qJQlp2K0Hvp5lWEDWMTsc2LpgUzs?ysXGd Scale: 1/2"=1' 1 2 3 4 5 2x4 2x4 2x4 4-2-7 4-2-7 0-0-44-2-712.00 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 0.23 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=148/4-2-3, 3=148/4-2-3 Max Horz 1=112(LC 14) Max Uplift 3=-74(LC 14) Max Grav 1=148(LC 20), 3=160(LC 23) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-0-11 zone; cantilever 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) 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) 3. July 31,2019 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 19-3701A Truss V19 Truss Type Valley Qty 1 Ply 1 WF58 Job Reference (optional) I37998819 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:35 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-9_q7mSbTn8RHMzdWa_Q2ey3SXwkFb3IV2JEWOSysXGc Scale = 1:15.7 1 2 3 2x4 2x4 2x4 2-6-7 2-6-7 0-0-42-6-712.00 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 0.06 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=82/2-6-3, 3=82/2-6-3 Max Horz 1=62(LC 14) Max Uplift 3=-41(LC 14) Max Grav 1=82(LC 1), 3=88(LC 23) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever 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) 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) 3. July 31,2019 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 19-3701A Truss V20 Truss Type Valley Qty 1 Ply 1 WF58 Job Reference (optional) I37998820 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:36 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-dAOVzoc5YSZ8_6Ci8ixHAAccuJ4EKWYeGzz3xuysXGb Scale = 1:15.2 1 2 3 2x4 2x4 2x4 2-11-6 2-11-6 0-0-42-5-810.00 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 0.09 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=96/2-11-1, 3=96/2-11-1 Max Horz 1=60(LC 14) Max Uplift 3=-37(LC 14) Max Grav 1=96(LC 1), 3=101(LC 23) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever 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) 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) 3. July 31,2019 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 19-3701A Truss V21 Truss Type VALLEY Qty 1 Ply 1 WF58 Job Reference (optional) I37998821 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:37 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-5MyuB8cjJlh?cGnvhPTWjN8mIjNt3yloVdjdTKysXGa Scale = 1:46.6 1 2 3 6 5 4 7 8 9 10 3x4 3x4 2x4 2x4 2x4 2x4 6-8-8 6-8-8 1-1-157-10-712.00 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-R 0.17 0.16 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=66/6-8-8, 4=130/6-8-8, 5=317/6-8-8 Max Horz 6=194(LC 14) Max Uplift 6=-49(LC 12), 4=-57(LC 14), 5=-251(LC 14) Max Grav 6=245(LC 14), 4=189(LC 23), 5=432(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-279/245 WEBS 2-5=-317/256 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-6-12 zone; cantilever 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) 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) 6, 4 except (jt=lb) 5=251. July 31,2019 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 19-3701A Truss V22 Truss Type Valley Qty 1 Ply 1 WF58 Job Reference (optional) I37998822 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:38 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-ZZWGOUdL43psDQM5F7_lGbhyn7kToQUxkHSA?nysXGZ Scale = 1:36.9 1 2 3 5 4 6 7 2x4 2x4 2x4 2x4 2x4 6-2-7 6-2-7 0-0-46-2-712.00 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 0.12 0.07 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=81/6-2-3, 4=91/6-2-3, 5=285/6-2-3 Max Horz 1=173(LC 14) Max Uplift 4=-46(LC 14), 5=-142(LC 14) Max Grav 1=132(LC 14), 4=101(LC 20), 5=307(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-255/199 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-1-3, Interior(1) 3-1-3 to 6-0-11 zone; cantilever 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) 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) 4 except (jt=lb) 5=142. July 31,2019 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 19-3701A Truss V23 Truss Type VALLEY Qty 1 Ply 1 WF58 Job Reference (optional) I37998823 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:39 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-1l4ecqezrNxjraxHpqV_ooD5EX3fXp74zxCkXDysXGY Scale = 1:85.4 1 2 3 4 5 6 10 9 8 7 11 12 3x4 3x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 10-8-60-0-4 0-0-4 15-1-9 15-1-5 15-1-9 15-1-9 0-0-415-1-912.00 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 0.21 0.14 0.20 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: 91 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-8 REACTIONS.All bearings 15-1-5. (lb) - Max Horz 1=440(LC 14) Max Uplift All uplift 100 lb or less at joint(s) 7, 1 except 9=-134(LC 14), 8=-159(LC 14), 10=-165(LC 14) Max Grav All reactions 250 lb or less at joint(s) 7 except 1=381(LC 14), 9=396(LC 23), 8=467(LC 23), 10=409(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-562/467, 2-3=-395/326 WEBS 5-8=-293/209, 2-10=-272/205 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 14-10-13 zone; cantilever 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 1 except (jt=lb) 9=134, 8=159, 10=165. July 31,2019 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 19-3701A Truss V24 Truss Type VALLEY Qty 1 Ply 1 WF58 Job Reference (optional) I37998824 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:40 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-Vxd0p9fccg3aTkWUNX0DL0mFcxPFGH7EBbxH4fysXGX Scale = 1:75.7 1 2 3 4 5 8 7 6 9 10 11 3x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 13-5-9 13-5-5 13-5-9 13-5-9 0-0-413-5-912.00 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 0.30 0.18 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-7 REACTIONS.All bearings 13-5-5. (lb) - Max Horz 1=392(LC 14) Max Uplift All uplift 100 lb or less at joint(s) 6, 1 except 7=-154(LC 14), 8=-214(LC 14) Max Grav All reactions 250 lb or less at joint(s) 6 except 1=308(LC 14), 7=475(LC 23), 8=514(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-468/406, 3-4=-253/215 WEBS 4-7=-277/208, 3-8=-351/261 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 13-3-13 zone; cantilever 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) 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) 6, 1 except (jt=lb) 7=154, 8=214. July 31,2019 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 19-3701A Truss V25 Truss Type VALLEY Qty 1 Ply 1 WF58 Job Reference (optional) I37998825 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:40 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-Vxd0p9fccg3aTkWUNX0DL0mG0xPPGF5EBbxH4fysXGX Scale = 1:67.3 1 2 3 4 5 8 7 6 9 10 11 12 3x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 11-9-9 11-9-5 11-9-9 11-9-9 0-0-411-9-912.00 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 0.21 0.17 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS.All bearings 11-9-5. (lb) - Max Horz 1=342(LC 14) Max Uplift All uplift 100 lb or less at joint(s) 6, 1 except 7=-171(LC 14), 8=-164(LC 14) Max Grav All reactions 250 lb or less at joint(s) 6 except 1=287(LC 14), 7=508(LC 23), 8=397(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-428/368, 2-4=-263/231 WEBS 4-7=-298/226, 2-8=-274/204 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 11-7-13 zone; cantilever 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) 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) 6, 1 except (jt=lb) 7=171, 8=164. July 31,2019 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 19-3701A Truss V26 Truss Type VALLEY Qty 1 Ply 1 WF58 Job Reference (optional) I37998826 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:41 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-z8BO1VgEN_BR4u5gwFXStDJRlKl0?k1NQFhqc5ysXGW Scale = 1:57.8 1 2 3 4 7 6 5 8 9 10 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-1-9 10-1-9 0-0-410-1-912.00 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 0.21 0.14 0.18 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: 46 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS.All bearings 10-1-5. (lb) - Max Horz 1=291(LC 14) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 6=-177(LC 14), 7=-131(LC 14) Max Grav All reactions 250 lb or less at joint(s) 5 except 1=276(LC 14), 6=456(LC 23), 7=267(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-396/342, 2-3=-266/239 WEBS 3-6=-310/232 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 9-11-13 zone; cantilever 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) 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, 5 except (jt=lb) 6=177, 7=131. July 31,2019 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 19-3701A Truss V27 Truss Type Valley Qty 1 Ply 1 WF58 Job Reference (optional) I37998827 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:42 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-SKlnErgs8IJIi1gsUy2hQRrczk5jkCeXfvQO8YysXGV Scale = 1:49.9 1 2 3 5 4 6 7 2x4 2x4 2x4 2x4 2x4 8-5-9 8-5-9 0-0-48-5-912.00 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 0.24 0.18 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size)1=114/8-5-5, 4=125/8-5-5, 5=398/8-5-5 Max Horz 1=241(LC 14) Max Uplift 4=-63(LC 14), 5=-199(LC 14) Max Grav 1=183(LC 14), 4=188(LC 23), 5=507(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-286/268 WEBS 2-5=-350/259 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 8-3-13 zone; cantilever 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) 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) 4 except (jt=lb) 5=199. July 31,2019 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 19-3701A Truss V28 Truss Type VALLEY Qty 1 Ply 1 WF58 Job Reference (optional) I37998828 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:43 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-wWJ9RBhUvbS8KBE32gZwzeOon8QaTggguZAxh_ysXGU Scale = 1:40.3 1 2 3 5 4 6 7 8 92x4 2x4 2x4 2x4 2x4 6-9-9 6-9-9 0-0-46-9-912.00 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 0.14 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=51/6-9-5, 4=125/6-9-5, 5=328/6-9-5 Max Horz 1=190(LC 14) Max Uplift 1=-29(LC 12), 4=-63(LC 14), 5=-164(LC 14) Max Grav 1=165(LC 14), 4=179(LC 23), 5=392(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-255/231 WEBS 2-5=-292/221 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 6-7-13 zone; cantilever 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) 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, 4 except (jt=lb) 5=164. July 31,2019 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 19-3701A Truss V29 Truss Type VALLEY Qty 1 Ply 1 WF58 Job Reference (optional) I37998829 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:44 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-OjtXfXi6gva?xLpFcN59VsxvTYlUC7Xq6DvUDQysXGT Scale = 1:29.3 1 2 3 4 5 6 2x4 2x4 2x4 5-1-9 5-1-9 0-0-45-1-912.00 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 0.37 0.22 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=185/5-1-5, 3=185/5-1-5 Max Horz 1=140(LC 14) Max Uplift 3=-93(LC 14) Max Grav 1=186(LC 20), 3=200(LC 23) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-11-13 zone; cantilever 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) 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) 3. July 31,2019 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 19-3701A Truss V30 Truss Type Valley Qty 1 Ply 1 WF58 Job Reference (optional) I37998830 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:45 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-svRvstjkRDisZVOR95cO23T7ny7sxanzLtf2ltysXGS Scale = 1:20.4 1 2 3 2x4 2x4 2x4 3-5-9 3-5-9 0-0-43-5-912.00 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 0.14 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 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 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=119/3-5-5, 3=119/3-5-5 Max Horz 1=90(LC 14) Max Uplift 3=-59(LC 14) Max Grav 1=119(LC 1), 3=128(LC 23) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever 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) 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) 3. July 31,2019 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 19-3701A Truss V31 Truss Type Valley Qty 1 Ply 1 WF58 Job Reference (optional) I37998831 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:46 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-K5?H4DjMBWqjBfzdjo7daH0KLLUBg116aXObHJysXGR Scale: 1"=1' 1 2 3 2x4 2x4 2x4 1-9-9 1-9-9 0-0-41-9-912.00 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 0.02 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=52/1-9-5, 3=52/1-9-5 Max Horz 1=39(LC 14) Max Uplift 3=-26(LC 14) Max Grav 1=52(LC 1), 3=56(LC 23) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever 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) 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) 3. July 31,2019 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 19-3701A Truss V32 Truss Type VALLEY Qty 1 Ply 1 WF58 Job Reference (optional) I37998832 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:47 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-oHYgHZk?yqyaopYqHWes7UZS9loSPG2GoB89qlysXGQ Scale = 1:90.4 1 2 3 4 8 7 6 59 10 11 12 13 3x4 3x4 3x6 2x4 2x4 2x4 2x4 4x4 3x6 10-8-89-0-6 9-0-6 6-1-615-1-1212.00 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 0.21 0.14 0.91 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: 98 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 *Except* 4-9: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 3-6, 4-9 REACTIONS.All bearings 9-0-6. (lb) - Max Horz 8=259(LC 14) Max Uplift All uplift 100 lb or less at joint(s) 6 except 8=-180(LC 23), 5=-731(LC 14), 7=-339(LC 14) Max Grav All reactions 250 lb or less at joint(s) except 8=255(LC 14), 5=348(LC 23), 6=753(LC 25), 7=462(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-253/277, 4-5=-653/744 WEBS 6-9=-670/432, 3-9=-306/229, 2-7=-310/263, 4-9=-929/763 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 8-9-10 zone; cantilever 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) 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) 6 except (jt=lb) 8=180, 5=731, 7=339. July 31,2019 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 19-3701A Truss V33 Truss Type VALLEY Qty 1 Ply 1 WF58 Job Reference (optional) I37998833 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:48 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-GU62Vvldj84RQy70rD95gi5X093f8sNP1rtiMBysXGP Scale = 1:84.1 1 2 3 4 8 7 6 5 9 10 11 6x12 MT20HS 6x8 2x4 2x4 2x4 2x4 3x6 4x4 9-0-6 9-0-6 4-5-613-5-1212.00 12 Plate Offsets (X,Y)-- [1:0-1-10,0-1-8] 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-R 0.59 0.46 0.33 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 MT20HS Weight: 66 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x6 SPF No.2 *Except* 4-5: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 3-6 REACTIONS.All bearings 9-0-6. (lb) - Max Horz 8=262(LC 14) Max Uplift All uplift 100 lb or less at joint(s) 5 except 8=-673(LC 12), 6=-129(LC 14), 7=-1650(LC 14) Max Grav All reactions 250 lb or less at joint(s) 5 except 8=1774(LC 14), 6=506(LC 23), 7=788(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-898/761, 1-2=-816/700, 2-3=-257/234 WEBS 3-6=-301/218, 2-7=-739/784 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 8-10-10 zone; cantilever 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) All plates are MT20 plates unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 8=673, 6=129, 7=1650. July 31,2019 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 19-3701A Truss V34 Truss Type VALLEY Qty 1 Ply 1 WF58 Job Reference (optional) I37998834 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:49 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-kggQiEmFURCI26iCOwgKCveliZPDtKDZGVdFueysXGO Scale = 1:73.6 1 2 3 4 8 7 6 5 9 10 11 12 6x8 5x6 2x4 2x4 2x4 2x4 3x6 4x4 9-0-6 9-0-6 2-9-611-9-1212.00 12 Plate Offsets (X,Y)-- [1:0-1-14,0-1-12] 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-R 0.40 0.50 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 54 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 *Except* 4-5: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS.All bearings 9-0-6. (lb) - Max Horz 8=262(LC 14) Max Uplift All uplift 100 lb or less at joint(s) 5 except 8=-473(LC 12), 6=-149(LC 14), 7=-1080(LC 14) Max Grav All reactions 250 lb or less at joint(s) 5 except 8=1215(LC 14), 6=510(LC 23), 7=625(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-696/595, 1-2=-675/583, 2-3=-260/236 WEBS 3-6=-304/222, 2-7=-571/580 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 8-10-10 zone; cantilever 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) 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) 5 except (jt=lb) 8=473, 6=149, 7=1080. July 31,2019 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 19-3701A Truss V35 Truss Type VALLEY Qty 1 Ply 1 WF58 Job Reference (optional) I37998835 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:50 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-DsEovamtFlK9fGHPyeCZl7BzZzpicpHiV9MpQ4ysXGN Scale = 1:61.9 1 2 3 4 8 7 6 5 9 10 11 4x4 4x4 2x4 2x4 2x4 2x4 2x4 2x4 9-0-6 9-0-6 1-1-610-1-1212.00 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-R 0.20 0.17 0.18 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: 45 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS.All bearings 9-0-6. (lb) - Max Horz 8=264(LC 14) Max Uplift All uplift 100 lb or less at joint(s) 5 except 8=-239(LC 12), 6=-167(LC 14), 7=-437(LC 14) Max Grav All reactions 250 lb or less at joint(s) 5 except 8=583(LC 14), 6=452(LC 23), 7=349(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-429/372, 1-2=-489/428, 2-3=-264/238 WEBS 3-6=-308/227, 2-7=-350/312 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-10-10 zone; cantilever 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) 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) 5 except (jt=lb) 8=239, 6=167, 7=437. July 31,2019 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 19-3701A Truss V36 Truss Type Valley Qty 1 Ply 1 WF58 Job Reference (optional) I37998836 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:51 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-h3oA7wnV03S0HQsbWLjoHKj8gM9oLHsrjp6MzWysXGM Scale = 1:50.0 1 2 3 5 4 6 7 2x4 2x4 2x4 2x4 2x4 8-5-12 8-5-12 0-0-48-5-1212.00 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 0.24 0.18 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size)1=115/8-5-8, 4=125/8-5-8, 5=399/8-5-8 Max Horz 1=241(LC 14) Max Uplift 4=-63(LC 14), 5=-199(LC 14) Max Grav 1=184(LC 14), 4=188(LC 23), 5=508(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-286/268 WEBS 2-5=-351/259 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 8-4-0 zone; cantilever 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) 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) 4 except (jt=lb) 5=199. July 31,2019 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 19-3701A Truss V37 Truss Type VALLEY Qty 1 Ply 1 WF58 Job Reference (optional) I37998837 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:52 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-9FMZKGo7nMatvaQn43E1qYGKUmVg4lv?yTrwVzysXGL Scale = 1:40.4 1 2 3 5 4 6 7 8 92x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 6-9-12 6-9-8 6-9-12 6-9-12 0-0-46-9-1212.00 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 0.14 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=52/6-9-8, 4=125/6-9-8, 5=328/6-9-8 Max Horz 1=191(LC 14) Max Uplift 1=-28(LC 12), 4=-63(LC 14), 5=-164(LC 14) Max Grav 1=165(LC 14), 4=179(LC 23), 5=393(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-256/231 WEBS 2-5=-292/222 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 6-8-0 zone; cantilever 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 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, 4 except (jt=lb) 5=164. 7) Non Standard bearing condition. Review required. July 31,2019 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 19-3701A Truss V38 Truss Type VALLEY Qty 1 Ply 1 WF58 Job Reference (optional) I37998838 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:52 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-9FMZKGo7nMatvaQn43E1qYGHPmUK4lW?yTrwVzysXGL Scale = 1:29.4 1 2 3 4 5 6 2x4 2x4 2x4 5-1-12 5-1-12 0-0-45-1-1212.00 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 0.37 0.22 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=186/5-1-8, 3=186/5-1-8 Max Horz 1=141(LC 14) Max Uplift 3=-93(LC 14) Max Grav 1=186(LC 20), 3=201(LC 23) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 5-0-0 zone; cantilever 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) 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) 3. July 31,2019 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 19-3701A Truss V39 Truss Type VALLEY Qty 1 Ply 1 WF58 Job Reference (optional) I37998839 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:53 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-dRwxYcplYgikWk?_dmlGNlpVlAsipCl8B7bT1PysXGK Scale = 1:20.4 1 2 3 2x4 2x4 2x4 0-0-4 0-0-4 3-5-12 3-5-8 3-5-12 3-5-12 0-0-43-5-1212.00 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 0.14 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 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 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=119/3-5-8, 3=119/3-5-8 Max Horz 1=90(LC 14) Max Uplift 3=-60(LC 14) Max Grav 1=119(LC 1), 3=129(LC 23) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever 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 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) 3. 7) Non Standard bearing condition. Review required. July 31,2019 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 19-3701A Truss V40 Truss Type Valley Qty 1 Ply 1 WF58 Job Reference (optional) I37998840 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:54 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-5eUJlyqOJ_qb8taABUGVvzLiJaD2Yf?IPnK0ZrysXGJ Scale: 1"=1' 1 2 3 2x4 2x4 2x4 1-9-12 1-9-12 0-0-41-9-1212.00 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 0.02 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=53/1-9-8, 3=53/1-9-8 Max Horz 1=40(LC 14) Max Uplift 3=-26(LC 14) Max Grav 1=53(LC 1), 3=57(LC 23) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever 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) 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) 3. July 31,2019 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 19-3701A Truss V41 Truss Type VALLEY Qty 1 Ply 1 WF58 Job Reference (optional) I37998841 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:55 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-Zq1hzIq04HyRm19MlBnkSAurS_X8H46ReR4a6IysXGI Scale = 1:56.3 1 2 3 4 5 9 8 7 6 10 11 12 13 14 3x4 4x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 14-5-15 14-5-10 10-10-1 10-10-1 14-5-15 3-7-14 0-0-49-0-65-11-1210.00 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 0.19 0.15 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 62 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-7 REACTIONS.All bearings 14-5-10. (lb) - Max Horz 1=213(LC 14) Max Uplift All uplift 100 lb or less at joint(s) 1, 6 except 8=-139(LC 14), 9=-107(LC 14) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 7=423(LC 23), 8=422(LC 23), 9=286(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-253/174 WEBS 3-8=-281/189 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 10-10-1, Exterior(2) 10-10-1 to 13-10-1, Interior(1) 13-10-1 to 14-4-3 zone; cantilever 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6 except (jt=lb) 8=139, 9=107. July 31,2019 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 19-3701A Truss V42 Truss Type VALLEY Qty 1 Ply 1 WF58 Job Reference (optional) I37998842 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:56 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-10b3Aererb4IOBkYJvIz_OR_eNtx0Xqbt5p7ekysXGH Scale = 1:38.1 1 2 3 4 5 6 7 11 10 9 8 12 13 3x4 4x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 12-1-2 12-0-13 7-10-15 7-10-15 8-11-9 1-0-10 12-1-2 3-1-9 0-0-46-7-23-11-126-7-210.00 12 Plate Offsets (X,Y)-- [4:0-1-12,Edge], [5:0-2-0,0-1-13] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.29 0.12 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-0-13. (lb) - Max Horz 1=147(LC 14) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 10 except 11=-117(LC 14) Max Grav All reactions 250 lb or less at joint(s) 1, 8 except 10=559(LC 40), 11=450(LC 32), 9=372(LC 38) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-440/134, 2-11=-388/159, 6-9=-286/24 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 7-10-15, Exterior(2) 7-10-15 to 11-11-6 zone; cantilever 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) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 10 except (jt=lb) 11=117. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 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 19-3701A Truss V43 Truss Type VALLEY Qty 1 Ply 1 WF58 Job Reference (optional) I37998843 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 31 13:43:58 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:?STbUYTTIpiDv1b3ymQJzKyt_81-_PjqbJtuNCK0dVuxQJLR3pWJHBYzURutKOIEicysXGF Scale = 1:18.0 1 2 3 4 5 8 7 6 9 10 3x4 3x4 4x4 4x4 3x4 2x4 2x4 2x4 0-0-5 0-0-5 9-8-5 9-8-0 3-1-5 3-1-5 8-11-9 5-10-3 9-8-5 0-8-12 0-0-42-7-21-11-122-7-210.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-13], [4:0-2-4,0-2-0] 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-S 0.35 0.14 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-8-0. (lb) - Max Horz 1=60(LC 14) Max Uplift All uplift 100 lb or less at joint(s) 1, 8 except 6=-113(LC 14), 7=-202(LC 40) Max Grav All reactions 250 lb or less at joint(s) except 1=276(LC 32), 6=317(LC 32), 7=278(LC 43), 8=577(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-7=-251/162, 3-8=-475/138 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-13 to 7-4-4, Interior(1) 7-4-4 to 8-11-9, Exterior(2) 8-11-9 to 9-6-9 zone; cantilever 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) Provide adequate drainage to prevent water ponding. 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) 1, 8 except (jt=lb) 6=113, 7=202. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 31,2019 PRODUCT CODE APPROVALSLATERAL 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.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. 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 Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses 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.dimensions shown in ft-in-sixteenths Truss Connector Total ListManuf Product QtyHCP2 2HGUS26-2 1HGUS28-2 1HHUS26-2 2HUS2 1HUS26 10HUS28 1LGT2 2LGT3-SDS2.5 1LGT4-SDS3 2LU2 4LU24 108LU26 12LUS26 2One H2.5A 226THGQ3 1THJA26 2TJC37 17Two H2.5A 9HTHGQ3* 1BM1BM2BM3BM4BM5BM6BM8BM9BM10BM12BM13HGUS48HGUS48HGUS48HGUS485' 3"16' 6"23' 4"20' 11"14' 0"9' 10"5' 6"24' 8"20' 0" 19' 10"79' 10"21' 9 1/2"22' 0"7' 6"14' 5"14' 3 1/2"15' 4"8' 0" 42' 8"13' 10"6' 0" 6' 6"80' 0"G3H01H02H03G2H04G2H04G1J02G1J02J03J04G6B1G5G4J06C1G7G8H05H06R1G10G9H07H08J03G12D1D2D3G13H09H10J11J12G11D4F1F2J13J14G25H11H12G26H13G26H13G27J16G27J16J17J17F4F5G20G19G18H14H15H16H17G17G16L1L2G15G14H18H19J21G9H20H21J04G22H23M02G21G21J23J24J23J24J23J24J23J24N1N4G24G23T2Q1Q3V01V02V03V04V05V06V07V08V09V10V11V12V13V14V15V16V17V18V19V20V21V22V23V24V25V26V27V28V29V30V31V32V33V34V35V36V37V38V39V40V41V42V43P01P03P05P06P07P08P09P10P11P12P13P14P15P16P17P19P20Two H2.5ATwo H2.5AT JC 37TJC37LU24TJC37Two H2.5ATwo H2.5ALGT2HGUS26-2LU26T JC 37LGT2Two H2.5ALU2T JC 37LU24HUS26HUS2Two H2.5ATwo H2.5ATwo H2.5ALU2LU2T JC 37TJC37Two H2.5ALGT4-SDS3 LGT4-SDS3LGT3-SDS2.5HHUS26-2HUS26HHUS26-2HGUS28-2HUS26HUS28LU26HUS26LU2TJC37LU26TJC37LUS26LUS26THJA26HCP2THJA26HCP2TJC37TJC37TJC37TJC37THGQ3LU26HUS26RP1RP2RP3RP4RP5RP6RP7RP8RP9RP10RP11RP12RP13RP14RP15RP16RP17RP18RP19RP20RP21RP22RP25RP26RP24RP23RP27LU24LU24LU24LU24HUS26LU24LU24LU24LU24LU24HUS26LU24LU24LU24LU26LU26LU26LU24LU24LU24LU24LU24LU24TJC37TJC37LU24LU24LU24LU26A1(2)J01(6)B2(2)J05(6)C2(2)J07(3)J07(15)J08(2)J08(2)J09(9)J10(2)E1(3)F3(2)K1(2)J15(5)J18(2)J19(2)J20(2)J22(3)H22(3)M01(4)J25(5)J26(4)N2(3)N3(4)N5(2)T1(2)Q2(3)P02(3)P04(2)P18(2)6' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"2' 0 1/2"6' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"8 1/2"Floor Area: 0Roof Area: 6244.7Hip Lines: 292.97Horizontal OH: 368.67Rake OH: 84.13Valley Lines: 233.26Ridge Lines: 121.2THIS IS A TRUSS PLACEMENT DIAGRAM ONLY.These trusses are designed as individual buildingcomponents to be incorporated into the building design at the specification of the building designer. Seeindividual design sheets for each truss design identified on the placement drawing. The building designer isresponsible for temporary and permanent bracing of the roofand floor system and for the overall structure.The design of the truss support structure including headers, beams, walls, and columns is the responsibility ofthe building designer. For general guidance regarding bracing, consult "Bracing of Wood Trusses" availablefrom the Truss Plate Institute, 583 D'Onifrio Drive; Madison, WI 53179.2702 North Tibbs AvenueIndianapolis, Indiana 46222SHOP DRAWING APPROVALTHIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES ANDVOIDS ALL PREVIOUS ARCHITECTURAL OROTHER TRUSS LAYOUTS. REVIEW AND APPROVAL OF THIS LAYOUT MUSTBE RECEIVED BEFORE ANY TRUSSES WILLBE BUILT. VERIFY ALL CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU.REVIEWED BY:__________________________ APPROVED BY:______________________________ DATE:___________Designer:Order #:Lot #:07/30/19Subdivision:Date:Client:Model:Job Name:ROOF FRAMING PLANWF58Sales Rep: