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HomeMy WebLinkAbout17LV - Truss Plan16023 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 84 Components - 0783. November 22,2021 Liu, Xuegang Pages or sheets covered by this seal: I48915046 thru I48915098 My license renewal date for the state of Indiana is July 31, 2022. 2102213 WEIKER RESIDENCE 17LV 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 RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss A01 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915046 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:54:32 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-VMN2RFUn8BOPXy4r9bbiioqTvjVSby0TpVZewEyGdKL Scale = 1:100.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1819 20 21 22 23 2425 26 27 28 29 30 31 32 33 64 63 62 61 60 59 58 57 5655 54 53 52 51 50 4948 47 46 45 44 43 42 41 4039 38 37 36 35 34 65 4x6 4x6 4x6 4x6 4x6 6x6 4x6 4x6 4x6 59-10-0 59-10-0 13-0-12 13-0-12 46-5-3 33-4-7 59-10-0 13-4-13 0-5-69-1-140-2-119-1-148.00 12 Plate Offsets (X,Y)-- [8:0-3-0,0-3-8], [27:0-3-0,0-3-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.02 0.01 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 33 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 506 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E 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.): 8-27. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 27-39, 26-40, 24-42, 23-43, 22-44, 21-45, 20-46, 19-47, 18-48, 16-49, 15-51, 14-52, 13-53, 12-54, 11-55, 10-56, 9-58 REACTIONS.All bearings 59-10-0. (lb) - Max Horz 1=-154(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 60, 61, 62, 63, 64, 38, 37, 36, 35, 34 Max Grav All reactions 250 lb or less at joint(s) 1, 33, 39, 40, 42, 43, 44, 45, 46, 47, 48, 49, 51, 52, 53, 54, 55, 56, 58, 59, 60, 61, 62, 63, 64, 38, 37, 36, 35, 34 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=60ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) 0-1-12 to 6-1-9, Exterior(2) 6-1-9 to 13-0-12, Corner(3) 13-0-12 to 19-0-9, Exterior(2) 19-0-9 to 46-5-3, Corner(3) 46-5-3 to 52-5-3, Exterior(2) 52-5-3 to 59-4-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5) Provide adequate drainage to prevent water ponding. 6) All plates are 3x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 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) 1, 60, 61, 62, 63, 64, 38, 37, 36, 35, 34. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss A02 Truss Type Piggyback Base Qty 6 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915047 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:54:35 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-vx3B4GWgQ6m_OPpQqj8PKQRy3xSYoDNvVTnJXZyGdKI Scale = 1:101.1 12 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 25 26 27 28 29 30 31 32 33 34 35 36 37 6x8 6x8 3x4 4x4 6x8 3x4 4x4 4x4 4x4 3x4 6x8 4x4 3x4 6x6 6-5-0 6-5-0 12-6-8 6-1-8 19-5-1 6-10-10 29-9-0 10-3-15 40-0-14 10-3-15 46-11-8 6-10-10 53-4-2 6-4-10 59-10-0 6-5-14 -1-2-8 1-2-8 6-5-0 6-5-0 12-6-8 6-1-8 19-5-1 6-10-10 26-3-11 6-10-10 33-2-5 6-10-10 40-0-14 6-10-10 46-11-8 6-10-10 53-4-2 6-4-10 59-10-0 6-5-14 0-9-99-1-140-6-149-1-148.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-8], [5:0-5-8,0-3-0], [12:0-5-8,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.15 0.37 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.45 0.15 (loc) 18-19 18-19 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 429 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-6 oc purlins, except 2-0-0 oc purlins (4-11-12 max.): 5-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-21, 7-21, 9-18, 10-18 REACTIONS. (size)14=Mechanical, 2=0-3-8 Max Horz 2=160(LC 13) Max Grav 14=2437(LC 21), 2=2513(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3847/165, 3-5=-3499/223, 5-6=-3780/250, 6-7=-3779/250, 7-9=-4302/248, 9-10=-3823/257, 10-12=-3824/257, 12-13=-3590/233, 13-14=-3990/179 BOT CHORD 2-24=-73/3141, 23-24=-73/3141, 21-23=0/2903, 19-21=-46/4266, 18-19=-50/4260, 16-18=0/2868, 15-16=-74/3229, 14-15=-74/3229 WEBS 3-24=0/258, 3-23=-350/99, 5-23=0/386, 5-21=-60/1570, 6-21=-424/127, 7-21=-781/48, 7-19=0/292, 9-19=0/255, 9-18=-743/45, 10-18=-420/127, 12-18=-57/1529, 12-16=0/464, 13-16=-454/106, 13-15=0/270 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-2-8 to 4-9-5, Interior(1) 4-9-5 to 12-6-8, Exterior(2) 12-6-8 to 21-0-0, Interior(1) 21-0-0 to 46-11-8, Exterior(2) 46-11-8 to 55-5-1, Interior(1) 55-5-1 to 59-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Refer to girder(s) for truss to truss connections. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss A03 Truss Type Piggyback Base Qty 1 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915048 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:54:37 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-sKAxVyYwyk0hejzpy8BtPrXIZk70G7tCynGPbRyGdKG Scale = 1:97.5 1 2 3 4 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 6x8 6x8 3x4 4x4 6x8 3x4 4x4 4x4 4x4 3x4 6x8 4x4 3x4 6x6 6-5-0 6-5-0 12-6-8 6-1-8 19-5-1 6-10-10 29-9-0 10-3-15 40-0-14 10-3-15 46-11-8 6-10-10 53-4-2 6-4-10 59-10-0 6-5-14 6-5-0 6-5-0 12-6-8 6-1-8 19-5-1 6-10-10 26-3-11 6-10-10 33-2-5 6-10-10 40-0-14 6-10-10 46-11-8 6-10-10 53-4-2 6-4-10 59-10-0 6-5-14 0-9-99-1-140-6-149-1-148.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-8], [3:0-5-8,0-3-0], [10:0-5-8,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.15 0.37 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.45 0.15 (loc) 16-17 16-17 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 425 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins, except 2-0-0 oc purlins (4-11-11 max.): 3-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-19, 5-19, 7-16, 8-16 REACTIONS. (size)1=0-3-8, 12=Mechanical Max Horz 1=154(LC 13) Max Grav 1=2438(LC 19), 12=2438(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3839/178, 2-3=-3505/235, 3-4=-3784/258, 4-5=-3783/258, 5-7=-4304/250, 7-8=-3824/257, 8-10=-3826/257, 10-11=-3591/233, 11-12=-3991/179 BOT CHORD 1-22=-75/3152, 21-22=-75/3152, 19-21=0/2908, 17-19=-46/4269, 16-17=-51/4263, 14-16=0/2869, 13-14=-76/3230, 12-13=-76/3230 WEBS 2-22=0/261, 2-21=-348/101, 3-21=0/391, 3-19=-58/1570, 4-19=-424/128, 5-19=-780/48, 5-17=0/291, 7-17=0/256, 7-16=-744/48, 8-16=-420/127, 10-16=-57/1530, 10-14=0/464, 11-14=-454/106, 11-13=0/270 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 6-5-0, Interior(1) 6-5-0 to 12-6-8, Exterior(2) 12-6-8 to 21-0-0, Interior(1) 21-0-0 to 46-11-8, Exterior(2) 46-11-8 to 55-5-1, Interior(1) 55-5-1 to 59-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) All plates are 4x6 MT20 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) Refer to girder(s) for truss to truss connections. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss A04 Truss Type Piggyback Base Qty 1 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915049 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:54:39 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-ojIiweZAULGPt16B3ZDLVGcYdYpwk01VQ5lWgKyGdKE Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 27 28 29 30 31 32 33 6x6 6x8 4x6 6x8 4x6 3x4 4x6 4x8 6x8 3x4 4x4 4x4 4x4 3x4 6x8 4x4 4x6 3x4 4x6 4x6 6x6 7-6-8 7-6-8 14-5-1 6-10-10 24-9-0 10-3-15 35-0-14 10-3-15 41-11-8 6-10-10 48-4-2 6-4-10 54-10-0 6-5-14 7-6-8 7-6-8 14-5-1 6-10-10 21-3-11 6-10-10 28-2-5 6-10-10 35-0-14 6-10-10 41-11-8 6-10-10 48-4-2 6-4-10 54-10-0 6-5-14 4-1-99-1-140-6-149-1-148.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [2:0-5-12,0-3-0], [9:0-5-4,0-3-0], [20:0-3-8,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.56 0.34 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.37 0.10 (loc) 15-16 15-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 399 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-9 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-7 max.): 2-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-20, 3-19, 4-19, 6-16, 6-15, 7-15 REACTIONS. (size)11=Mechanical, 21=0-5-8 Max Horz 21=-188(LC 12) Max Grav 11=2237(LC 20), 21=2253(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2193/152, 2-3=-2832/204, 3-4=-2832/204, 4-6=-3621/218, 6-7=-3375/234, 7-9=-3376/234, 9-10=-3237/214, 10-11=-3641/159, 1-21=-2189/141 BOT CHORD 19-20=0/1800, 16-19=-15/3482, 15-16=-23/3637, 13-15=0/2568, 12-13=-57/2942, 11-12=-57/2942 WEBS 2-20=-652/114, 2-19=-65/1805, 3-19=-427/115, 4-19=-1024/57, 4-16=0/490, 6-15=-493/33, 7-15=-423/124, 9-15=-45/1284, 9-13=0/464, 10-13=-460/102, 10-12=0/273, 1-20=-52/1899 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=55ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 5-7-9, Interior(1) 5-7-9 to 7-6-8, Exterior(2) 7-6-8 to 15-3-8, Interior(1) 15-3-8 to 41-11-8, Exterior(2) 41-11-8 to 49-8-9, Interior(1) 49-8-9 to 54-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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) 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. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss A05 Truss Type Piggyback Base Qty 3 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915050 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:54:40 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-Gvs47_aoFfOGVBhOdGka1U9ksyB8TNOeflV4CmyGdKD Scale = 1:97.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 27 28 29 30 31 32 33 34 35 36 4x6 6x8 4x6 6x8 6x6 4x6 4x6 6x6 3x4 4x6 6x6 4x4 4x8 3x4 4x4 4x4 4x4 4x4 8x8 3x4 4x8 3x4 6x6 4x6 4x6 7-4-12 7-4-12 12-10-8 5-5-12 19-0-0 6-1-8 25-1-8 6-1-8 31-3-0 6-1-8 37-4-8 6-1-8 45-10-8 8-6-0 47-3-8 1-5-0 54-10-0 7-6-8 -0-10-8 0-10-8 6-5-14 6-5-14 7-4-12 0-10-14 12-10-8 5-5-12 19-0-0 6-1-8 25-1-8 6-1-8 31-3-0 6-1-8 37-4-8 6-1-8 41-7-8 4-3-0 45-10-8 4-3-0 47-3-8 1-5-0 54-10-0 7-6-8 0-6-149-1-144-1-93-6-89-1-148.00 12 5.00 12 Plate Offsets (X,Y)-- [5:0-5-8,0-3-0], [14:0-6-0,0-2-12], [15:0-2-8,0-2-4], [19:0-3-0,0-3-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.47 0.22 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.24 0.11 (loc) 20-21 18-19 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 427 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E 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.): 5-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-26,25-26. WEBS 1 Row at midpt 5-25, 6-23, 7-21, 9-21, 9-20, 10-19, 11-19 REACTIONS. (size)2=0-10-0, 16=0-5-8, 26=0-3-8 Max Horz 2=196(LC 13) Max Uplift 2=-110(LC 29) Max Grav 2=110(LC 28), 16=1852(LC 1), 26=2542(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-106/517, 3-5=-1225/160, 5-6=-1836/194, 6-7=-2365/203, 7-9=-2365/203, 9-10=-2565/206, 10-11=-2382/197, 11-13=-2543/194, 13-14=-2543/194, 14-15=-2617/160, 15-16=-1806/135 BOT CHORD 2-26=-365/61, 25-26=-365/61, 23-25=-26/960, 21-23=-58/1864, 20-21=-89/2564, 19-20=-91/2375, 18-19=-151/2736, 17-18=-108/2194 WEBS 5-25=-958/74, 5-23=-69/1594, 6-23=-1151/129, 6-21=-33/933, 7-21=-358/84, 9-21=-351/22, 10-20=-15/343, 10-19=-547/85, 11-19=-396/71, 14-18=-54/1790, 14-17=-781/108, 15-17=-65/2080, 3-26=-2356/210, 3-25=-8/1631 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=55ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -0-10-8 to 4-7-5, Interior(1) 4-7-5 to 12-10-8, Exterior(2) 12-10-8 to 20-7-9, Interior(1) 20-7-9 to 47-3-8, Exterior(2) 47-3-8 to 54-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 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) 16 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) 2=110. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss A05A Truss Type Piggyback Base Qty 1 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915051 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:54:42 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-CH_qYfc3nGe_kUrmkhm26vEzPlraxNMx63_AGfyGdKB Scale = 1:85.1 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 1514 13 22 23 24 25 26 27 28 29 30 31 32 33 6x6 6x8 4x6 6x8 6x6 3x4 4x6 6x6 3x4 4x6 6x8 3x4 4x4 3x4 4x8 4x4 4x4 8x8 3x4 4x8 4x6 5-7-8 5-7-8 11-9-0 6-1-8 24-0-0 12-3-0 30-1-8 6-1-8 38-7-8 8-6-0 40-0-8 1-5-0 47-7-0 7-6-8 5-7-8 5-7-8 11-9-0 6-1-8 17-10-8 6-1-8 24-0-0 6-1-8 30-1-8 6-1-8 34-4-8 4-3-0 38-7-8 4-3-0 40-0-8 1-5-0 47-7-0 7-6-8 5-4-149-1-144-1-93-6-89-1-148.00 12 5.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-8], [2:0-5-8,0-3-0], [11:0-6-0,0-2-12], [12:0-2-8,0-2-4], [16:0-3-0,0-3-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.91 0.35 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.40 0.12 (loc) 17-19 17-19 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 378 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E 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.): 2-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-20, 3-19, 4-19, 6-17, 7-16, 8-16 REACTIONS. (size)21=0-3-8, 13=0-5-8 Max Horz 21=-192(LC 12) Max Grav 21=1930(LC 19), 13=1892(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1450/139, 2-3=-2048/163, 3-4=-2047/163, 4-6=-2686/181, 6-7=-2686/181, 7-8=-2445/186, 8-10=-2610/197, 10-11=-2610/197, 11-12=-2705/163, 1-21=-1879/125, 12-13=-1846/136 BOT CHORD 19-20=-68/1189, 17-19=-117/2519, 16-17=-102/2468, 15-16=-158/2824, 14-15=-111/2250 WEBS 2-20=-867/101, 2-19=-46/1611, 3-19=-376/105, 4-19=-820/74, 4-17=0/395, 6-17=-359/87, 7-17=0/449, 7-16=-637/66, 8-16=-384/64, 11-15=-61/1846, 11-14=-806/108, 1-20=-65/1491, 12-14=-69/2133 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=48ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 4-10-14, Interior(1) 4-10-14 to 5-7-8, Exterior(2) 5-7-8 to 12-4-4, Interior(1) 12-4-4 to 40-0-8, Exterior(2) 40-0-8 to 46-9-5, Interior(1) 46-9-5 to 47-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss A05G Truss Type Piggyback Base Qty 2 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915052 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:54:44 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-8g6bzLdJJtuizo?9s6pWCKJQtZY3PBNEZNTHLXyGdK9 Scale = 1:97.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 27 28 29 30 31 32 33 34 35 36 37 4x6 6x8 4x6 6x8 6x6 4x6 4x6 6x6 3x4 4x6 6x6 4x4 4x8 3x4 4x4 4x4 4x4 4x4 8x8 3x4 4x8 3x4 6x6 4x6 4x6 7-4-12 7-4-12 12-10-8 5-5-12 19-0-0 6-1-8 25-1-8 6-1-8 31-3-0 6-1-8 37-4-8 6-1-8 45-10-8 8-6-0 47-3-8 1-5-0 54-10-0 7-6-8 -0-10-8 0-10-8 6-5-14 6-5-14 7-4-12 0-10-14 12-10-8 5-5-12 19-0-0 6-1-8 25-1-8 6-1-8 31-3-0 6-1-8 37-4-8 6-1-8 41-7-8 4-3-0 45-10-8 4-3-0 47-3-8 1-5-0 54-10-0 7-6-8 0-6-149-1-144-1-93-6-89-1-148.00 12 5.00 12 Plate Offsets (X,Y)-- [5:0-5-8,0-3-0], [14:0-6-0,0-2-12], [15:0-2-8,0-2-4], [19:0-3-0,0-3-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.47 0.22 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.24 0.11 (loc) 20-21 18-19 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 427 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E 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.): 5-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-26,25-26. WEBS 1 Row at midpt 5-25, 6-23, 7-21, 9-21, 9-20, 10-19, 11-19 REACTIONS. (size)2=0-10-0, 16=0-5-8, 26=0-3-8 Max Horz 2=196(LC 39) Max Uplift 2=-91(LC 31), 26=-15(LC 14) Max Grav 2=129(LC 28), 16=1850(LC 2), 26=2753(LC 44) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-106/517, 3-5=-1227/169, 5-6=-1837/199, 6-7=-2366/207, 7-9=-2366/207, 9-10=-2566/210, 10-11=-2383/199, 11-13=-2539/196, 13-14=-2539/196, 14-15=-2613/162, 15-16=-1803/136 BOT CHORD 2-26=-365/62, 25-26=-365/62, 23-25=-34/962, 21-23=-62/1865, 20-21=-93/2564, 19-20=-94/2375, 18-19=-153/2734, 17-18=-110/2191 WEBS 5-25=-974/78, 5-23=-71/1602, 6-23=-1152/129, 6-21=-34/934, 7-21=-358/84, 9-21=-354/22, 10-20=-16/341, 10-19=-545/86, 11-19=-396/72, 14-18=-56/1787, 14-17=-780/109, 15-17=-67/2077, 3-26=-2359/221, 3-25=-20/1634 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=55ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -0-10-8 to 4-7-5, Interior(1) 4-7-5 to 12-10-8, Exterior(2) 12-10-8 to 20-7-9, Interior(1) 20-7-9 to 47-3-8, Exterior(2) 47-3-8 to 54-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 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) 16 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) 2, 26. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 290 lb down and 77 lb up at 6-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Continued on page 2 November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss A05G Truss Type Piggyback Base Qty 2 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915052 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:54:44 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-8g6bzLdJJtuizo?9s6pWCKJQtZY3PBNEZNTHLXyGdK9 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-14=-60, 14-15=-60, 2-19=-20, 18-19=-20, 16-18=-20 Concentrated Loads (lb) Vert: 34=-290(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss A06 Truss Type GABLE Qty 1 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915053 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:54:47 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-ZFnjbNfBboHHqFjkXFMDpyxzGmYochKgGLhxysyGdK6 Scale = 1:98.8 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 31 32 33 34 29 30 4546 47 48 49 50 51 52 53 54 55 4x6 6x8 4x6 6x8 6x6 4x6 6x6 6x6 4x6 4x4 4x4 4x8 4x4 6x8 6x8 4x4 4x4 8x8 4x4 6x6 4x6 3x6 3x6 4x8 3x6 4x6 5-9-8 5-9-8 11-3-8 5-6-0 16-5-4 5-1-12 21-7-0 5-1-12 28-8-4 7-1-4 35-9-8 7-1-4 44-3-8 8-6-0 45-8-8 1-5-0 53-3-0 7-6-8 -2-5-8 2-5-8 5-9-8 5-9-8 11-3-8 5-6-0 16-5-4 5-1-12 21-7-0 5-1-12 28-8-4 7-1-4 35-9-8 7-1-4 40-0-8 4-3-0 44-3-8 4-3-0 45-8-8 1-5-0 53-3-0 7-6-8 3-8-1111-3-04-1-92-1-23-6-82-1-211-3-08.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-2-3,0-3-0], [5:0-5-4,0-3-0], [15:0-5-8,0-3-0], [16:Edge,0-2-8], [20:0-3-0,0-3-8], [22:0-5-12,0-4-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.26 0.34 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.14 0.05 (loc) 19-20 19-20 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 484 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E *Except* 8-23: 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.): 5-15. BOT CHORD Rigid ceiling directly applied or 4-8-14 oc bracing. Except: 1 Row at midpt 8-22 WEBS 1 Row at midpt 26-33, 24-34, 7-24, 7-22, 10-21, 11-21, 12-20 JOINTS 1 Brace at Jt(s): 30, 31, 32, 33, 34 REACTIONS.All bearings 21-7-0 except (jt=length) 17=0-5-8. (lb) - Max Horz 28=217(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 28, 27 Max Grav All reactions 250 lb or less at joint(s) except 28=302(LC 28), 23=1527(LC 29), 23=1506(LC 1), 17=1181(LC 29), 27=398(LC 20), 26=501(LC 20), 24=681(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=0/295, 5-6=0/306, 6-7=0/277, 7-8=0/312, 8-10=-651/150, 10-11=-651/150, 11-12=-1025/159, 12-14=-1418/143, 14-15=-1418/143, 15-16=-1550/112, 28-29=-256/136, 16-17=-1129/104 BOT CHORD 22-23=-1488/120, 8-22=-1462/133, 21-22=-339/104, 20-21=-33/1000, 19-20=-89/1362, 18-19=-66/1271 WEBS 22-24=-313/96, 8-21=-56/1410, 10-21=-438/105, 11-21=-630/45, 12-20=-532/74, 12-19=0/289, 15-19=-13/869, 15-18=-409/91, 16-18=-25/1192 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=53ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -2-5-8 to 2-10-6, Interior(1) 2-10-6 to 11-3-8, Exterior(2) 11-3-8 to 18-9-14, Interior(1) 18-9-14 to 45-8-8, Exterior(2) 45-8-8 to 53-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 3x4 MT20 unless otherwise indicated. 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, with BCDL = 10.0psf. Continued on page 2 November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss A06 Truss Type GABLE Qty 1 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915053 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:54:47 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-ZFnjbNfBboHHqFjkXFMDpyxzGmYochKgGLhxysyGdK6 NOTES- 11) Bearing at joint(s) 17 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) 28, 27. 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 RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss B01 Truss Type Piggyback Base Qty 3 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915054 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:54:49 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-VevU03hS7QX_4Zt6ffOhvN1BfaCQ4bEzjeA20lyGdK4 Scale: 3/16"=1' 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 17 18 1920 21 22 23 24 16 6x6 7x12 MT18HS 3x4 4x6 3x4 6x6 3x4 4x4 4x8 1.5x4 6x8 6x8 3x4 4x8 1.5x4 7-6-8 7-6-8 8-11-8 1-5-0 13-3-6 4-3-14 17-5-8 4-2-2 24-8-8 7-3-0 31-11-8 7-3-0 7-6-8 7-6-8 8-11-8 1-5-0 12-6-0 3-6-8 13-3-6 0-9-6 17-5-8 4-2-2 24-8-8 7-3-0 31-11-8 7-3-0 4-1-99-1-1411-3-02-1-29-1-143-6-88.00 12 5.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [2:0-8-0,0-1-8], [11:0-3-0,0-2-4] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.78 0.46 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.22 0.16 (loc) 10-11 10-11 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 190 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-9 max.): 2-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-16, 5-11, 5-10, 7-10, 3-12 REACTIONS. (size)15=0-5-8, 16=0-3-8 Max Horz 15=280(LC 13) Max Uplift 16=-25(LC 11) Max Grav 15=1267(LC 1), 16=1325(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1658/228, 2-3=-1521/267, 3-4=-1385/138, 4-5=-1385/138, 5-7=-864/122, 7-8=-864/122, 9-16=-1325/85, 8-9=-1204/113, 1-15=-1217/168 BOT CHORD 14-15=-382/441, 13-14=-434/1397, 12-13=-460/1708, 11-12=-232/1287, 10-11=-208/1180 WEBS 2-14=-462/122, 5-11=-370/145, 5-10=-493/84, 7-10=-481/122, 8-10=-99/1325, 1-14=-49/1241, 3-13=-226/404, 3-12=-439/248, 5-12=-155/479, 2-13=-119/1045 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-4-2, Interior(1) 3-4-2 to 7-6-8, Exterior(2) 7-6-8 to 12-0-11, Interior(1) 12-0-11 to 31-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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) 15, 16 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) 16. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss B02 Truss Type Piggyback Base Qty 4 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915055 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:54:50 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-zqTsDOi4ujfrhjSJCNvwRbZOA_Yjp3N6yIwbYByGdK3 Scale = 1:61.8 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 17 18 19 20 21 22 23 16 6x6 7x12 MT18HS 3x4 4x4 3x4 6x6 3x4 3x4 4x8 1.5x4 6x8 3x4 6x8 4x8 1.5x4 7-6-8 7-6-8 8-11-8 1-5-0 13-3-6 4-3-14 17-5-8 4-2-2 22-8-8 5-3-0 27-11-8 5-3-0 7-6-8 7-6-8 8-11-8 1-5-0 12-6-0 3-6-8 13-3-6 0-9-6 17-5-8 4-2-2 22-8-8 5-3-0 27-11-8 5-3-0 4-1-99-1-1411-3-02-1-29-1-143-6-88.00 12 5.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [2:0-8-0,0-1-8], [11:0-3-0,0-2-4] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.67 0.39 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.19 0.11 (loc) 14-15 14-15 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 178 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-16, 5-11, 5-10, 7-10, 3-12 REACTIONS. (size)15=0-5-8, 16=0-3-8 Max Horz 15=280(LC 13) Max Uplift 16=-51(LC 11) Max Grav 15=1107(LC 1), 16=1139(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1413/213, 2-3=-1256/250, 3-4=-1093/117, 4-5=-1093/117, 5-7=-571/116, 7-8=-571/116, 9-16=-1139/89, 8-9=-1060/102, 1-15=-1057/157 BOT CHORD 14-15=-388/448, 13-14=-426/1170, 12-13=-448/1407, 11-12=-210/928, 10-11=-188/845 WEBS 2-14=-358/115, 5-11=-255/123, 5-10=-553/88, 7-10=-340/101, 8-10=-94/1074, 1-14=-35/1036, 3-13=-234/441, 4-12=-273/68, 3-12=-480/256, 5-12=-163/537, 2-13=-103/804 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-6-8, Exterior(2) 7-6-8 to 11-9-6, Interior(1) 11-9-6 to 27-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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) 15, 16 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) 16. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss B03 Truss Type Piggyback Base Qty 1 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915056 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:54:51 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-R01ERkjif1niJt1Vm4R9_o6Y9NviYVOGAyf95dyGdK2 Scale = 1:61.7 1 2 3 4 5 6 12 11 10 9 8 7 14 15 16 17 18 19 20 21 13 6x6 5x12 MT18HS 3x4 4x6 3x4 3x4 3x4 1.5x4 4x8 3x4 4x4 3x4 7-6-8 7-6-8 14-4-12 6-10-4 21-1-4 6-8-8 27-11-8 6-10-4 7-6-8 7-6-8 14-4-12 6-10-4 21-1-4 6-8-8 27-11-8 6-10-4 4-1-99-1-1411-3-02-1-29-1-148.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [2:0-8-0,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.72 0.34 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.17 0.11 (loc) 11-12 11-12 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 157 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13, 2-11, 3-9, 5-8 REACTIONS. (size)12=0-5-8, 13=0-3-8 Max Horz 12=279(LC 13) Max Uplift 13=-49(LC 11) Max Grav 12=1112(LC 19), 13=1219(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1004/84, 2-3=-939/124, 3-5=-938/125, 5-6=-744/119, 7-13=-1219/87, 6-7=-1083/113, 1-12=-1050/87 BOT CHORD 11-12=-344/385, 9-11=-246/811, 8-9=-157/763 WEBS 2-9=-24/372, 3-9=-428/104, 5-9=-83/383, 5-8=-731/180, 6-8=-101/1179, 1-11=-1/807 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-6-8, Exterior(2) 7-6-8 to 11-9-6, Interior(1) 11-9-6 to 27-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 13 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) 13. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss B04 Truss Type Piggyback Base Qty 3 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915057 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:54:52 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-vDace4jKQLvZx1chKoyOW0fhpnFUHwcPPcPid4yGdK1 Scale = 1:61.0 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 19 20 21 22 23 24 25 18 4x8 4x6 4x8 3x6 1.5x4 1.5x4 4x8 4x6 6-5-0 6-5-0 12-6-8 6-1-8 19-4-12 6-10-4 26-1-4 6-8-8 32-11-8 6-10-4 -1-2-8 1-2-8 6-5-0 6-5-0 12-6-8 6-1-8 19-4-12 6-10-4 26-1-4 6-8-8 32-11-8 6-10-4 0-9-99-1-1411-3-02-1-29-1-148.00 12 Plate Offsets (X,Y)-- [6:0-5-12,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.85 0.37 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.20 0.13 (loc) 14-16 14-16 18 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 176 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 3-10-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-5 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-18, 7-14, 9-12 REACTIONS. (size)2=0-3-8, 18=0-3-8 Max Horz 2=290(LC 13) Max Uplift 18=-13(LC 11) Max Grav 2=1386(LC 1), 18=1422(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1893/70, 4-6=-1532/131, 6-7=-1248/142, 7-9=-1248/143, 9-10=-890/127, 11-18=-1422/83, 10-11=-1286/109 BOT CHORD 2-17=-302/1546, 16-17=-302/1546, 14-16=-231/1270, 12-14=-150/913 WEBS 4-17=0/257, 4-16=-386/89, 6-16=0/436, 7-14=-427/112, 9-14=-78/642, 9-12=-936/174, 10-12=-95/1432 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-2-8 to 2-1-1, Interior(1) 2-1-1 to 12-6-8, Exterior(2) 12-6-8 to 17-2-6, Interior(1) 17-2-6 to 32-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 3x4 MT20 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) 18 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) 18. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss B05 Truss Type Piggyback Base Structural Gable COMMON Qty 1 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915058 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:54:56 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-o_q7USmrUZP?QewSZe0KhspUwOe6DjU?KENwlryGdJz Scale = 1:64.9 1 2 3 4 5 6 7 8 9 10 24 23 22 21 19 18 17 16 15 14 13 12 11 54 55 56 57 58 59 20 60 61 3x4 4x8 3x4 3x4 4x6 3x6 3x4 3x4 3x4 3x6 3x4 4x8 4x8 6x6 6-5-0 6-5-0 12-6-8 6-1-8 17-11-0 5-4-8 19-3-9 1-4-9 25-10-15 6-7-5 32-8-0 6-9-2 -1-2-8 1-2-8 6-5-0 6-5-0 12-6-8 6-1-8 19-3-9 6-9-2 25-10-15 6-7-5 32-8-0 6-9-2 0-9-99-1-148.00 12 Plate Offsets (X,Y)-- [6:0-5-12,0-2-0], [8:0-1-13,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.40 0.27 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.01 (loc) 2-24 2-24 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 280 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 SLIDER Left 2x4 SPF 1650F 1.5E 3-10-4 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.): 6-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-11, 6-19, 7-19, 9-19, 9-15, 9-11 REACTIONS.All bearings 15-0-8 except (jt=length) 2=0-3-8, 20=0-3-8. (lb) - Max Horz 2=246(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 19, 15, 12 except 11=-100(LC 11) Max Grav All reactions 250 lb or less at joint(s) 11, 15, 12, 13, 14, 16, 17, 18, 20 except 2=757(LC 1), 19=1171(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-858/60, 4-6=-430/122 BOT CHORD 2-24=-226/697, 23-24=-226/697, 20-23=-153/349, 19-20=-153/349 WEBS 4-24=0/275, 4-23=-448/92, 6-23=0/449, 6-19=-737/107, 7-19=-427/111, 9-19=-267/21 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-2-8 to 2-0-11, Interior(1) 2-0-11 to 12-6-8, Exterior(2) 12-6-8 to 17-1-15, Interior(1) 17-1-15 to 32-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 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 1.5x4 MT20 unless otherwise indicated. 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, 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, 19, 15, 12 except (jt=lb) 11=100. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss C01 Truss Type Common Supported Gable Qty 1 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915059 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:54:57 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-GAOVhonTFtXs1oUf7LXZD3MlOo1AyF78Zu6THHyGdJy Scale = 1:52.3 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 4x4 6x6 4x8 4x8 23-7-0 23-7-0 11-9-8 11-9-8 23-7-0 11-9-8 0-6-88-4-130-6-88.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [13:0-3-8,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.03 0.02 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 113 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 23-7-0. (lb) - Max Horz 1=-126(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 23, 24, 18, 17, 16, 15, 14, 1 Max Grav All reactions 250 lb or less at joint(s) 19, 20, 21, 22, 23, 24, 18, 17, 16, 15, 14, 1, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) 0-0-0 to 3-0-0, Exterior(2) 3-0-0 to 11-9-8, Corner(3) 11-9-8 to 14-9-8, Exterior(2) 14-9-8 to 23-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5) All plates are 1.5x4 MT20 unless otherwise indicated. 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) 20, 21, 22, 23, 24, 18, 17, 16, 15, 14, 1. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss C02 Truss Type Common Qty 1 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915060 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:54:59 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-CZWG6TpjnUnaH5e1Ema1IUR1hcdmQAuR0CbaMAyGdJw Scale = 1:50.8 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 17 4x6 4x8 4x4 4x4 3x4 3x4 1.5x4 3x4 1.5x4 4x8 4x4 4x4 7-11-8 7-11-8 15-7-8 7-8-0 23-7-0 7-11-8 -1-2-8 1-2-8 6-0-8 6-0-8 11-9-8 5-9-0 17-6-8 5-9-0 23-7-0 6-0-8 24-9-8 1-2-8 0-10-118-9-00-10-118.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-4], [8:0-6-0,0-0-4] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.30 0.40 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.22 0.03 (loc) 10-12 10-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 111 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 SLIDER Left 2x6 SP 2400F 2.0E 3-8-5, Right 2x6 SP 2400F 2.0E 3-8-5 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. (size)2=0-3-8, 8=0-3-8 Max Horz 2=135(LC 13) Max Uplift 2=-10(LC 14), 8=-10(LC 14) Max Grav 2=1016(LC 1), 8=1016(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1254/56, 4-5=-1106/116, 5-6=-1106/116, 6-8=-1254/56 BOT CHORD 2-12=0/1003, 10-12=0/698, 8-10=0/936 WEBS 5-10=-23/500, 6-10=-269/129, 5-12=-23/502, 4-12=-269/129 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 11-9-8, Exterior(2) 11-9-8 to 14-9-8, Interior(1) 14-9-8 to 24-9-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss D01 Truss Type Common Supported Gable Qty 1 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915061 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:00 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-gl3eKpqLYovRuFDEoT5Gri_E503W9e6aFsL7ucyGdJv Scale = 1:40.1 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 103x4 4x4 3x4 6x6 17-11-0 17-11-0 8-11-8 8-11-8 17-11-0 8-11-8 0-5-66-5-00-5-68.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.06 0.04 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E 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 17-11-0. (lb) - Max Horz 1=-95(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 14, 15, 16, 12, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 13, 14, 15, 16, 12, 11, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) 0-0-0 to 2-11-8, Exterior(2) 2-11-8 to 8-11-8, Corner(3) 8-11-8 to 11-11-8, Exterior(2) 11-11-8 to 17-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5) All plates are 1.5x4 MT20 unless otherwise indicated. 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) 14, 15, 16, 12, 11, 10. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss D02 Truss Type Common Qty 1 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915062 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:01 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-9xd0X9qzI62HWPoQMBcVOvWOOPHKu4QkUW4hQ2yGdJu Scale = 1:41.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 4x4 4x6 3x4 6x8 1.5x4 1.5x4 4x6 3x4 8-11-8 8-11-8 17-11-0 8-11-8 -1-2-8 1-2-8 4-7-8 4-7-8 8-11-8 4-4-0 13-3-8 4-4-0 17-11-0 4-7-8 19-1-8 1-2-8 0-9-96-9-40-9-98.00 12 Plate Offsets (X,Y)-- [10:0-4-0,0-3-4] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.16 0.52 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.24 0.02 (loc) 2-10 2-10 8 l/defl >999 >898 n/a L/d 240 180 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 2-9-7, Right 2x4 SPF No.2 2-9-7 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. (size)2=0-3-8, 8=0-3-8 Max Horz 2=-106(LC 12) Max Uplift 2=-14(LC 14), 8=-14(LC 14) Max Grav 2=789(LC 1), 8=789(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-912/61, 4-5=-707/63, 5-6=-707/63, 6-8=-912/61 BOT CHORD 2-10=0/677, 8-10=0/677 WEBS 5-10=0/477 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 8-11-8, Exterior(2) 8-11-8 to 11-11-8, Interior(1) 11-11-8 to 19-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss E01 Truss Type Common Structural Gable Qty 1 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915063 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:02 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-d8BOkVrb3PA88ZNcvu7kw73ZLpjOdXctiAqEzVyGdJt Scale = 1:49.6 1 2 3 4 5 6 7 1312 10 8 26 27 28 29 11 9 3x4 3x4 4x4 3x4 3x4 3x4 4x8 3-8-0 3-8-0 8-7-8 4-11-8 13-7-0 4-11-8 17-3-0 3-8-0 4-4-0 4-4-0 8-7-8 4-3-8 12-11-0 4-3-8 17-3-0 4-4-0 0-7-107-9-140-7-1010.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.14 0.15 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.01 (loc) 10 10 7 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 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 SLIDER Left 2x4 SPF 1650F 1.5E 2-8-10, Right 2x4 SPF 1650F 1.5E 2-8-10 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 3-11-8 except (jt=length) 11=0-3-8, 9=0-3-8. (lb) - Max Horz 1=-124(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 Max Grav All reactions 250 lb or less at joint(s) 13, 8, 11, 9 except 1=579(LC 1), 7=579(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-730/113, 3-4=-548/129, 4-5=-548/129, 5-7=-730/113 BOT CHORD 1-13=-21/506, 11-13=-21/506, 10-11=-21/506, 9-10=-23/498, 8-9=-23/498, 7-8=-23/498 WEBS 4-10=-84/355 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-7-8, Exterior(2) 8-7-8 to 11-7-8, Interior(1) 11-7-8 to 17-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss E02 Truss Type Common Qty 2 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915064 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:04 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-ZWJ89Btsb1QsNtX?1JAC?Y8vpdJu5RBAAUJL1NyGdJr Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 10 11 12 4x4 6x8 4x4 6x8 1.5x4 1.5x4 6x8 4x4 8-7-8 8-7-8 17-3-0 8-7-8 -1-2-8 1-2-8 4-5-8 4-5-8 8-7-8 4-2-0 12-9-8 4-2-0 17-3-0 4-5-8 18-5-8 1-2-8 1-0-38-2-71-0-310.00 12 Plate Offsets (X,Y)-- [10:0-4-0,0-3-4] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.15 0.46 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.20 0.01 (loc) 2-10 2-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 SLIDER Left 2x6 SP 2400F 2.0E 3-0-9, Right 2x6 SP 2400F 2.0E 3-0-9 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. (size)2=0-3-8, 8=0-3-8 Max Horz 2=-136(LC 12) Max Uplift 2=-14(LC 14), 8=-14(LC 14) Max Grav 2=763(LC 1), 8=763(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-777/64, 4-5=-601/88, 5-6=-601/88, 6-8=-776/64 BOT CHORD 2-10=0/526, 8-10=0/506 WEBS 5-10=-34/451 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 8-7-8, Exterior(2) 8-7-8 to 11-7-8, Interior(1) 11-7-8 to 18-5-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss E03 Truss Type Common Girder Qty 1 Ply 3 WEIKER RESIDENCE 17LV Job Reference (optional) I48915065 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:05 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-1jtXNXtUMKYj?06Bb1hRYlhvG1gNqjgKP82uZpyGdJq Scale = 1:48.9 1 2 3 4 5 6 7 11 10 9 81213141516 17 186x10 4x8 4x8 6x10 4x8 6x6 12x12 4x4 4x8 4x4 4x8 4-5-8 4-5-8 8-7-8 4-2-0 12-9-8 4-2-0 17-3-0 4-5-8 4-5-8 4-5-8 8-7-8 4-2-0 12-9-8 4-2-0 17-3-0 4-5-8 1-0-38-2-71-0-310.00 12 Plate Offsets (X,Y)-- [3:0-0-8,0-1-12], [5:0-0-8,0-1-12], [7:Edge,0-0-0], [8:0-4-12,0-2-0], [11:0-4-12,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.87 0.45 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.14 0.04 (loc) 9-11 9-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 355 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 SLIDER Left 2x6 SP 2400F 2.0E 2-11-1, Right 2x6 SP 2400F 2.0E 2-11-1 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. (size)1=0-3-8, 7=0-3-8 Max Horz 1=-129(LC 29) Max Grav 1=10421(LC 1), 7=9674(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-11651/0, 3-4=-8145/0, 4-5=-8142/0, 5-7=-11612/0 BOT CHORD 1-11=0/8467, 9-11=0/8467, 8-9=0/8422, 7-8=0/8422 WEBS 4-9=0/9821, 5-9=-3072/0, 5-8=0/4823, 3-9=-3138/0, 3-11=0/4878 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: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2165 lb down at 1-2-4, 2365 lb down at 3-2-4, 2364 lb down at 5-2-4, 2364 lb down at 7-2-4, 2364 lb down at 9-2-4, 2364 lb down at 11-2-4, and 2364 lb down at 13-2-4, and 2364 lb down at 15-2-4 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, 4-7=-60, 1-7=-20 Continued on page 2 November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss E03 Truss Type Common Girder Qty 1 Ply 3 WEIKER RESIDENCE 17LV Job Reference (optional) I48915065 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:05 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-1jtXNXtUMKYj?06Bb1hRYlhvG1gNqjgKP82uZpyGdJq LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-2364(B) 12=-2165(B) 13=-2365(B) 14=-2364(B) 15=-2364(B) 16=-2364(B) 17=-2364(B) 18=-2364(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss M01 Truss Type Monopitch Structural Gable Qty 1 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915066 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:06 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-VvRvatu67egacAgN8kCg5zEAnQ6eZMTTdooS6GyGdJp Scale = 1:15.7 1 2 3 7 8 43x4 1.5x4 1.5x4 1.5x4 1.5x4 3-7-10 3-7-10 6-11-2 3-3-8 6-11-2 6-11-2 0-0-82-4-34.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.50 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E 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. (size)1=3-7-10, 3=0-3-8, 4=0-3-8 Max Horz 1=55(LC 13) Max Uplift 1=-19(LC 16), 3=-18(LC 16) Max Grav 1=201(LC 20), 3=219(LC 20), 4=151(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-9-5 to 3-9-5, Interior(1) 3-9-5 to 6-9-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss M02 Truss Type Monopitch Qty 2 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915067 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:07 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-z5_HoCvkuyoREKFaiRjvdAmN0qNzIm_csSX?eiyGdJo Scale = 1:26.5 1 2 3 4 6 5 7 8 9 3x4 3x6 3x4 3x4 1.5x4 3-9-6 3-9-6 12-1-2 8-3-12 -1-2-8 1-2-8 6-3-5 6-3-5 12-1-2 5-9-13 0-4-34-4-94.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.34 0.38 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.24 0.00 (loc) 5-6 5-6 5 l/defl >825 >417 n/a L/d 240 180 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E 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. REACTIONS. (size)5=0-5-8, 2=0-9-4, 6=0-3-8 Max Horz 2=114(LC 13) Max Uplift 5=-6(LC 16), 2=-60(LC 16) Max Grav 5=389(LC 21), 2=219(LC 1), 6=509(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-148/370 WEBS 3-6=-530/108, 3-5=-363/124 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 11-11-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); 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 1.00 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss M03 Truss Type Monopitch Qty 14 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915068 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:08 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-RIYf?YwMfFwIsUqmG9E8AOJYvEkv18lm56HYA8yGdJn Scale = 1:26.5 1 2 3 4 6 5 7 8 9 3x4 3x4 3x4 3x4 1.5x4 6-3-5 6-3-5 12-1-2 5-9-13 -1-2-8 1-2-8 6-3-5 6-3-5 12-1-2 5-9-13 0-4-34-4-94.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.33 0.27 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.08 0.01 (loc) 2-6 2-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E 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. (size)5=0-5-8, 2=0-9-4 Max Horz 2=114(LC 13) Max Uplift 2=-25(LC 16) Max Grav 5=531(LC 21), 2=581(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-903/17 BOT CHORD 2-6=-86/800, 5-6=-86/800 WEBS 3-6=0/271, 3-5=-830/52 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 11-11-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); 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 1.00 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss M05 Truss Type Jack-Closed Structural Gable Qty 1 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915069 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:09 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-wU61Cuw_QZ29TePyqslNibskue56miKvJm06ibyGdJm Scale: 1/2"=1' 1 2 3 7 6 5 4 15 16 17 3x4 3x4 3x4 3x4 6-7-14 6-7-14 6-11-2 0-3-4 11-11-2 5-0-0 6-7-14 6-7-14 11-11-2 5-3-4 0-0-84-0-34.00 12 Plate Offsets (X,Y)-- [12:0-1-12,0-0-12] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.32 0.14 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E 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 6-11-2 except (jt=length) 4=Mechanical, 5=0-3-8, 5=0-3-8. (lb) - Max Horz 1=100(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 1 except 6=-141(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 4, 7 except 5=561(LC 20), 5=533(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-409/113 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-9-5 to 3-9-5, Interior(1) 3-9-5 to 11-9-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 6=141. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss N01 Truss Type Flat Girder Qty 1 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915070 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:10 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-OggQQExdBtA05o_9NaGcFpOyG2T5V9s3YQmfF1yGdJl Scale = 1:25.012 4 35 3x4 3x4 1.5x4 4x4 1-10-8 1-10-8 1-10-8 1-10-8 4-3-14LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.03 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 4 4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 3=0-2-0 Max Horz 4=-100(LC 6) Max Uplift 4=-118(LC 6), 3=-100(LC 7) Max Grav 4=183(LC 33), 3=237(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 4=118. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 190 lb down at 1-3-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-190(B) November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss PB01 Truss Type GABLE Qty 1 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915071 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:16 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-Cq1hhH0Nmjw9pjRIkqN0V4e_KSWdvrsxwLDzShyGdJf Scale = 1:71.3 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 1 39 40 41 42 21 3x4 4x4 3x4 3x4 3x4 3x4 3x4 33-4-7 33-4-7 16-8-3 16-8-3 33-4-7 16-8-3 -0-0-411-1-411-1-80-1-20-1-108.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.05 0.02 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 20 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 175 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E *Except* 1-5,17-21: 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E 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. WEBS 1 Row at midpt 11-30, 10-31, 12-28 REACTIONS.All bearings 33-4-7. (lb) - Max Horz 1=-177(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 31, 33, 34, 35, 36, 37, 38, 28, 27, 26, 25, 24, 23, 22, 21 except 1=-107(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 30, 31, 33, 34, 35, 36, 37, 38, 28, 27, 26, 25, 24, 23, 22, 1, 21, 20 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-3-11 to 3-5-15, Interior(1) 3-5-15 to 16-8-3, Exterior(2) 16-8-3 to 19-10-7, Interior(1) 19-10-7 to 33-0-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5) All plates are 1.5x4 MT20 unless otherwise indicated. 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) 31, 33, 34, 35, 36, 37, 38, 28, 27, 26, 25, 24, 23, 22, 21 except (jt=lb) 1=107. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss PB01A Truss Type GABLE Qty 1 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915072 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:22 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-1_OyxL58MYhJXevS45UQkLu0ntZvJaqqJHgIgKyGdJZ Scale = 1:73.5 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 38 37 36 35 34 33 32 31 3029 28 27 26 25 24 23 22 1 39 40 41 42 21 3x4 4x4 3x4 3x4 3x4 3x4 3x4 34-5-0 34-5-0 17-2-8 17-2-8 34-5-0 17-2-8 -0-0-411-5-711-5-110-1-20-1-108.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.05 0.03 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 20 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 184 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E 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. WEBS 1 Row at midpt 11-30, 10-31, 9-33, 12-28, 13-27 REACTIONS.All bearings 34-5-0. (lb) - Max Horz 1=-184(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 31, 33, 34, 35, 36, 37, 38, 28, 27, 26, 25, 24, 23, 22, 21 except 1=-129(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 30, 31, 33, 34, 35, 36, 37, 38, 28, 27, 26, 25, 24, 23, 22, 1, 21, 20 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-3-11 to 3-7-3, Interior(1) 3-7-3 to 17-2-8, Exterior(2) 17-2-8 to 20-6-0, Interior(1) 20-6-0 to 34-1-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5) All plates are 1.5x4 MT20 unless otherwise indicated. 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) 31, 33, 34, 35, 36, 37, 38, 28, 27, 26, 25, 24, 23, 22, 21 except (jt=lb) 1=129. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss PB02 Truss Type Piggyback Qty 14 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915073 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:24 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-zNWiM06PuAx1nx3rCWWupmzKahE7nU?7mb9PkDyGdJX Scale = 1:72.3 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 4x4 3x4 3x4 6x6 6x6 3x4 3x4 34-5-1 34-5-1 17-2-8 17-2-8 34-5-1 17-2-8 0-4-711-4-10-1-100-4-70-1-108.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.16 0.11 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 0.01 (loc) 11 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 134 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E 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. WEBS 1 Row at midpt 6-16, 5-18, 7-14 REACTIONS.All bearings 32-10-13. (lb) - Max Horz 2=184(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 18, 19, 20, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 16=371(LC 24), 18=467(LC 20), 19=412(LC 20), 20=404(LC 20), 14=466(LC 21), 13=413(LC 21), 12=403(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-18=-270/108, 3-20=-273/106, 7-14=-270/108, 9-12=-273/106 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-3-11 to 3-7-3, Interior(1) 3-7-3 to 17-2-8, Exterior(2) 17-2-8 to 20-6-0, Interior(1) 20-6-0 to 34-1-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) 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) 18, 19, 20, 14, 13, 12. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss PB03 Truss Type GABLE Qty 10 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915074 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:26 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-wleTni8fQnBk0FCDJxZMvB3g5UwVFM1PEveVp6yGdJV Scale = 1:61.7 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 1 17 18 19 3x4 4x4 3x4 3x4 3x4 3x4 20-5-0 20-5-0 15-1-0 15-1-0 20-5-0 5-4-0 -0-0-410-0-710-0-116-4-60-1-108.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.16 0.11 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 89 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E 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 7-12 REACTIONS.All bearings 20-5-0. (lb) - Max Horz 1=224(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 10, 13, 14, 16, 11, 1 Max Grav All reactions 250 lb or less at joint(s) 10, 2, 1 except 12=433(LC 20), 13=455(LC 20), 14=381(LC 20), 16=279(LC 28), 11=379(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-280/307 WEBS 5-13=-258/103 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-3-11 to 3-1-0, Interior(1) 3-1-0 to 15-1-0, Exterior(2) 15-1-0 to 18-1-0, Interior(1) 18-1-0 to 20-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 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, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 13, 14, 16, 11, 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss PB04 Truss Type GABLE Qty 1 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915075 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:28 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-s8mDCO9vyORSFZMcRMbq_c80PIbijHNihD7ct_yGdJT Scale = 1:61.7 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 1 24 25 4x4 3x4 3x4 3x4 3x4 6x6 20-1-8 20-1-8 15-1-0 15-1-0 20-1-8 5-0-8 -0-0-410-0-710-0-116-6-120-1-108.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.17 0.07 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 116 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E 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 9-16, 8-17, 10-15 REACTIONS.All bearings 20-1-8. (lb) - Max Horz 1=226(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 13, 2, 16, 17, 19, 20, 21, 22, 23, 15, 14, 1 Max Grav All reactions 250 lb or less at joint(s) 13, 2, 16, 17, 19, 20, 21, 22, 23, 15, 14, 1 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-294/332 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-3-11 to 3-1-0, Interior(1) 3-1-0 to 15-1-0, Exterior(2) 15-1-0 to 18-1-0, Interior(1) 18-1-0 to 19-11-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5) All plates are 1.5x4 MT20 unless otherwise indicated. 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) 13, 2, 16, 17, 19, 20, 21, 22, 23, 15, 14, 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss PB05 Truss Type GABLE Qty 1 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915076 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:29 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-KKKbPkAXiiZJtjxo?363WphAdixRSlBswtt9QQyGdJS Scale = 1:39.8 2 3 4 5 6 10 9 8 7 1 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 10-0-9 10-0-9-0-0-46-8-66-8-26-6-120-1-108.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.10 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 42 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E 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 10-0-9. (lb) - Max Horz 1=172(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 10, 9, 8 except 1=-141(LC 20) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10, 9, 8 except 2=274(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-374/421, 2-3=-265/263 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) 0-3-11 to 3-3-11, Exterior(2) 3-3-11 to 9-10-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 1, 2 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) 7, 2, 10, 9, 8 except (jt=lb) 1=141. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss PB06 Truss Type Piggyback Qty 8 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915077 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:30 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-oWt_d4BAT0hAVsW?YndI31DLI5HFBBc?8XcjytyGdJR Scale = 1:39.4 1 2 3 4 5 8 7 6 9 10 11 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 10-0-8 10-0-80-4-76-6-120-1-100-1-108.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.13 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 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. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 9-3-7. (lb) - Max Horz 2=170(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 8, 7 except 6=-103(LC 21) Max Grav All reactions 250 lb or less at joint(s) 6, 2 except 8=406(LC 20), 7=338(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-249/251 WEBS 3-8=-282/131 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-5-1 to 3-5-1, Interior(1) 3-5-1 to 9-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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, 7 except (jt=lb) 6=103. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss PB07 Truss Type Piggyback Qty 2 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915078 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:31 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-GjRMqQCoEJp1605B6U9XbEmYmVeYwfG8NBMGUJyGdJQ Scale = 1:23.7 1 2 3 4 6 5 7 1.5x4 1.5x4 3x4 1.5x4 1.5x4 6-0-8 6-0-80-4-73-10-120-1-100-1-108.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.06 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 120 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 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. (size)5=5-3-7, 2=5-3-7, 6=5-3-7 Max Horz 2=98(LC 11) Max Uplift 5=-12(LC 11), 6=-27(LC 14) Max Grav 5=95(LC 20), 2=98(LC 25), 6=256(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 Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-3-11 to 3-0-4, Interior(1) 3-0-4 to 5-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss R01 Truss Type Piggyback Base Structural Gable COMMON Qty 1 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915079 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:33 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-D5Z6F5D2mx4lMKFaEvB?hfrhfJFSOUXRrVrNZCyGdJO Scale: 3/16"=1' 1 2 3 4 5 6 7 8 15 13 12 11 10 9 43 44 45 46 47 14 48 49 50 51 3x4 3x4 4x8 4x4 4x4 3x6 3x4 4x8 6x8 4x6 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 6x6 3x4 3x4 2-0-0 2-0-0 7-11-0 5-11-0 15-6-8 7-7-8 20-6-12 5-0-4 25-7-0 5-0-4 -1-2-8 1-2-8 7-11-0 7-11-0 15-6-8 7-7-8 20-6-12 5-0-4 25-7-0 5-0-4 0-10-1111-3-08.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-4], [6:0-5-12,0-2-0], [9:Edge,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.84 0.35 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.20 0.03 (loc) 11-13 11-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 245 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 SLIDER Left 2x6 SP 2400F 2.0E 4-9-11 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.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 4-11, 6-10, 7-10 REACTIONS. (size)9=0-3-8, 2=2-3-8, 15=2-3-8, 14=0-3-8 Max Horz 2=302(LC 11) Max Uplift 9=-69(LC 11), 15=-234(LC 19) Max Grav 9=1134(LC 20), 2=1041(LC 20), 14=320(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1432/72, 4-6=-858/138, 6-7=-443/150, 7-8=-443/150, 8-9=-1027/141 BOT CHORD 2-15=-267/1159, 14-15=-267/1159, 13-14=-267/1159, 11-13=-267/1159, 10-11=-179/672 WEBS 4-13=0/328, 4-11=-618/111, 6-11=0/583, 6-10=-557/113, 7-10=-342/116, 8-10=-132/1015 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 15-6-8, Exterior(2) 15-6-8 to 19-9-6, Interior(1) 19-9-6 to 25-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 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 1.5x4 MT20 unless otherwise indicated. 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, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 15=234. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss R02 Truss Type ROOF TRUSS Qty 8 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915080 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:35 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-9UhtgnFIIYKTbeOyLKDTm4x9C6vEsGSkIpKUd4yGdJM Scale = 1:68.5 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15181716 19 20 21 22 4x6 6x6 6x8 6x8 3x4 3x6 3x12 MT18HS 6x8 6x6 3x4 3x6 3x6 6x8 3x4 3x6 6x8 4x6 5-9-2 5-9-2 7-11-0 2-1-14 11-9-12 3-10-12 15-6-8 3-8-12 23-1-8 7-7-1 25-7-0 2-5-8 -1-2-8 1-2-8 5-9-2 5-9-2 7-11-0 2-1-14 11-9-12 3-10-12 15-6-8 3-8-12 20-4-0 4-9-8 25-7-0 5-3-0 0-10-1111-3-08.00 12 Plate Offsets (X,Y)-- [7:0-5-4,0-3-0], [11:0-7-12,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.32 0.39 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.22 -0.45 0.01 -0.11 (loc) 11-12 11-12 10 11-12 l/defl >999 >673 n/a 1253 L/d 240 180 n/a 360 PLATES MT20 MT18HS Weight: 277 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 9-10,6-15: 2x6 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-10 2 Rows at 1/3 pts 10-16 JOINTS 1 Brace at Jt(s): 16, 17, 18, 9 REACTIONS. (size)10=0-3-8, 2=0-3-8 Max Horz 2=298(LC 11) Max Grav 10=1545(LC 21), 2=1271(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1885/0, 3-5=-1226/0, 5-6=-861/60, 6-7=-379/94, 7-8=-13/502, 8-9=-13/501, 10-15=-63/526 BOT CHORD 2-14=-197/1577, 12-14=-197/1577, 11-12=-69/922, 10-11=-69/922 WEBS 6-18=-687/0, 17-18=-675/0, 16-17=-1150/110, 15-16=-449/189, 11-16=0/2000, 5-12=0/457, 10-16=-3266/26, 3-14=-29/471, 3-12=-795/155, 8-17=-367/90, 7-17=-774/107, 9-17=-299/134 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 15-6-8, Exterior(2) 15-6-8 to 19-9-6, Interior(1) 19-9-6 to 25-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) 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) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-18, 17-18, 16-17, 15-16 9) Bottom chord live load (30.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 11-12 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss R03 Truss Type ROOF TRUSS Qty 2 Ply 2 WEIKER RESIDENCE 17LV Job Reference (optional) I48915081 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:36 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-dgFFt7Fw3sSKDnz8v1kiIITKvWIqbtRuXS31AWyGdJL Scale: 3/16"=1' 1 2 3 4 5 6 7 8 12 11 10 9 1314 15 16 17 4x6 3x4 5x12 MT18HS6x8 6x8 6x6 3x4 3x4 6x8 3x6 6x8 3x6 3x6 5-9-2 5-9-2 11-9-12 6-0-10 15-6-8 3-8-12 21-7-0 6-0-9 -1-2-8 1-2-8 5-9-2 5-9-2 11-9-12 6-0-10 15-6-8 3-8-12 21-7-0 6-0-9 0-10-1111-3-08.00 12 Plate Offsets (X,Y)-- [7:0-5-4,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.33 0.24 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.18 -0.38 0.00 -0.09 (loc) 9-10 9-10 9 9-10 l/defl >999 >674 n/a 1253 L/d 240 180 n/a 360 PLATES MT20 MT18HS Weight: 435 lb FT = 20% GRIP 197/144 244/190 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 8-9,6-13: 2x6 SP 2400F 2.0E, 5-10: 2x4 SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 14 REACTIONS. (size)9=0-3-8, 2=0-3-8 Max Horz 2=298(LC 11) Max Grav 9=1364(LC 21), 2=1014(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1569/0, 3-5=-622/32, 5-6=-357/90, 6-7=-339/73, 7-8=0/732, 9-13=-509/62 BOT CHORD 2-12=-211/1329, 10-12=-211/1329, 9-10=-82/319 WEBS 5-10=-37/260, 7-13=-1105/85, 3-12=-25/846, 3-10=-1227/157 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered 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 Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 15-6-8, Exterior(2) 15-6-8 to 19-9-6, Interior(1) 19-9-6 to 21-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 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) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-14, 13-14 11) Bottom chord live load (30.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 9-10 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. THIS TRUSS IS DESIGNED TO SUPPORT ONLY 2'-0" OF UNIFORM LOAD AS SHOWN. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss T01 Truss Type GABLE Qty 1 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915082 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:38 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-Z3M?IpHBbTi1S57X0SnAOjYeIKzE3qOA_mY8EPyGdJJ Scale = 1:30.7 1 2 3 4 9 10 1.5x4 1.5x4 3x4 4x8 1.5x4 1.5x4 1.5x4 1.5x4 6-6-0 6-6-0 -0-10-8 0-10-8 6-6-0 6-6-0 0-6-144-10-148.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-1], [2:0-1-3,0-6-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.46 0.31 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.15 0.00 (loc) 2-4 2-4 4 l/defl >982 >491 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 WEDGE Left: 2x8 SP 2400F 2.0E 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. (size)4=Mechanical, 2=0-10-0 Max Horz 2=127(LC 11) Max Uplift 4=-21(LC 11), 2=-17(LC 14) Max Grav 4=240(LC 20), 2=321(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 Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 6-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss T02 Truss Type Monopitch Qty 2 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915083 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:39 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-1FwNV9IpMnqu4FijaAIPww5s5kLEoGRKDQIhmryGdJI Scale = 1:17.2 1 2 3 4 6 5 7 8 4x6 1.5x4 3x4 3x4 4x8 1.5x4 1-9-7 1-9-7 6-6-0 4-8-9 -0-10-8 0-10-8 1-9-7 1-9-7 6-6-0 4-8-9 0-6-141-9-32-6-108.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-6-8], [2:0-0-0,0-1-1], [3:0-4-12,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.27 0.13 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 0.00 (loc) 5-6 5-6 5 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 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 WEDGE Left: 2x8 SP 2400F 2.0E 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. (size)5=Mechanical, 2=0-10-0 Max Horz 2=75(LC 13) Max Uplift 5=-29(LC 13), 2=-23(LC 16) Max Grav 5=236(LC 21), 2=340(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-322/26 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -0-10-8 to 4-9-7, Interior(1) 4-9-7 to 6-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); 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 1.00 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, 2. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss V01 Truss Type Valley Qty 1 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915084 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:41 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-_e28wrJ3uO4cJZs6iaKt?LADfX0SGALdgknorkyGdJG Scale = 1:43.8 1 2 3 4 5 9 8 7 6 10 11 12 13 14 153x4 4x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 16-7-7 16-7-7 16-7-12 0-0-5 8-3-14 8-3-14 16-7-12 8-3-14 0-0-46-11-40-0-410.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.15 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-7-2. (lb) - Max Horz 1=109(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 9, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=347(LC 19), 9=419(LC 19), 6=419(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-284/140, 4-6=-284/140 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 8-3-14, Exterior(2) 8-3-14 to 11-3-14, Interior(1) 11-3-14 to 16-2-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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) 9, 6. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss V02 Truss Type Valley Qty 1 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915085 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:43 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-w1AuLWLJP?KKYs?Vp?ML5mGayLj?k4Qw82GvvcyGdJE Scale = 1:35.5 1 2 3 4 5 8 7 6 9 10 1112 3x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-5 0-0-5 13-5-6 13-5-1 6-8-11 6-8-11 13-5-6 6-8-11 0-0-45-7-40-0-410.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.15 0.08 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 44 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E 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 13-4-12. (lb) - Max Horz 1=-87(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=309(LC 19), 6=309(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 6-8-11, Exterior(2) 6-8-11 to 9-8-11, Interior(1) 9-8-11 to 13-0-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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) 8, 6. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss V03 Truss Type Valley Qty 1 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915086 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:44 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-ODkGZsMyAJSBA0ahNjtad_ojql2XTYw3Mi?SS3yGdJD Scale = 1:27.3 1 2 3 4 5 6 7 8 3x4 4x6 3x4 1.5x4 0-0-5 0-0-5 10-2-15 10-2-10 5-1-8 5-1-8 10-2-15 5-1-8 0-0-44-3-40-0-410.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.27 0.19 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 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. (size)1=10-2-6, 3=10-2-6, 4=10-2-6 Max Horz 1=65(LC 13) Max Uplift 1=-10(LC 14), 3=-10(LC 14) Max Grav 1=198(LC 1), 3=198(LC 1), 4=360(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 5-1-8, Exterior(2) 5-1-8 to 8-1-8, Interior(1) 8-1-8 to 9-10-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss V04 Truss Type Valley Qty 1 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915087 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:45 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-sPHemCMaxda2oA9txQPpABLwL8PQC?nCbMl0_VyGdJC Scale = 1:20.1 1 2 3 43x4 4x4 3x4 1.5x4 0-0-5 0-0-5 7-0-9 7-0-4 3-6-4 3-6-4 7-0-9 3-6-4 0-0-42-11-40-0-410.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.08 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF 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. (size)1=6-11-15, 3=6-11-15, 4=6-11-15 Max Horz 1=43(LC 13) Max Uplift 1=-12(LC 14), 3=-12(LC 14) Max Grav 1=142(LC 1), 3=142(LC 1), 4=216(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss V05 Truss Type Valley Qty 1 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915088 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:46 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-Kbr1zYNCiwivPKk3U8w2iPu7_YmexRFMq0UZWxyGdJB Scale = 1:10.8 1 2 3 4 3x4 4x4 3x4 1.5x4 0-0-5 0-0-5 3-10-2 3-9-14 1-11-1 1-11-1 3-10-2 1-11-1 0-0-41-7-40-0-410.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.02 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 10 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 3-10-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-9-9, 3=3-9-9, 4=3-9-9 Max Horz 1=21(LC 13) Max Uplift 1=-6(LC 14), 3=-6(LC 14) Max Grav 1=69(LC 1), 3=69(LC 1), 4=105(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss V06 Truss Type GABLE Qty 1 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915089 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:47 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-ooPPBuOqTEqm1UJG2rRHFcQCSy_zguAV3gE62OyGdJA Scale = 1:54.6 1 2 3 4 5 7 6 3x4 3x8 MT18HS 3x8 MT18HS 6x6 6x6 7-9-0 7-9-0 -0-5-12 0-5-12 3-10-8 3-10-8 7-9-0 3-10-8 8-2-12 0-5-12 5-1-88-4-45-1-810.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge], [6:0-3-8,Edge], [7:0-3-8,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.43 0.53 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 4 4-5 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 MT18HS Weight: 41 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E 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. (size)7=7-9-0, 6=7-9-0 Max Horz 7=185(LC 13) Max Uplift 7=-11(LC 10), 6=-11(LC 11) Max Grav 7=457(LC 21), 6=457(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-261/136, 4-6=-261/136 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -0-5-12 to 2-6-4, Exterior(2) 2-6-4 to 3-10-8, Corner(3) 3-10-8 to 6-10-8, Exterior(2) 6-10-8 to 8-2-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are MT20 plates unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 6. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss V07 Truss Type GABLE Qty 1 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915090 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:48 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-H_znOEPSEYydfduScYyWoqzPFMPGPJNfHKzgbqyGdJ9 Scale = 1:45.9 12 3 4 5 8 7 6910 4x4 3x4 3x4 4x4 4x4 1.5x4 7-9-0 7-9-0 -0-5-12 0-5-12 3-10-8 3-10-8 7-9-0 3-10-8 8-2-12 0-5-12 3-9-87-0-43-9-810.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [4:0-2-0,0-1-12], [6:Edge,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.24 0.14 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 -0.00 (loc) 4 4 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E 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. (size)8=7-9-0, 6=7-9-0, 7=7-9-0 Max Horz 8=151(LC 13) Max Uplift 8=-87(LC 14), 6=-87(LC 14) Max Grav 8=240(LC 21), 6=239(LC 20), 7=407(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -0-5-12 to 2-6-4, Exterior(2) 2-6-4 to 3-10-8, Corner(3) 3-10-8 to 6-10-8, Exterior(2) 6-10-8 to 8-2-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 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 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) 8, 6. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss V08 Truss Type GABLE Qty 1 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915091 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:49 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-lAX9caP4?r5UGnTeAGTlK1WbRmmL8njoW_jD7GyGdJ8 Scale = 1:37.5 1 2 3 45 8 7 6 4x4 3x4 3x4 3x4 3x4 1.5x4 7-9-0 7-9-0 -0-5-12 0-5-12 3-10-8 3-10-8 7-9-0 3-10-8 8-2-12 0-5-12 2-5-85-8-42-5-810.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.08 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 4 4 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E 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. (size)8=7-9-0, 6=7-9-0, 7=7-9-0 Max Horz 8=-117(LC 12) Max Uplift 8=-79(LC 14), 6=-79(LC 14) Max Grav 8=203(LC 1), 6=203(LC 1), 7=265(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -0-5-12 to 2-6-4, Exterior(2) 2-6-4 to 3-10-8, Corner(3) 3-10-8 to 6-10-8, Exterior(2) 6-10-8 to 8-2-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 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 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) 8, 6. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss V09 Truss Type GABLE Qty 1 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915092 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:50 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-DN5XpvQim9DKux2rjz__tF2no96YtFwxleSnfjyGdJ7 Scale = 1:28.9 1 2 3 4 5 8 7 6 4x4 1.5x4 1.5x4 1.5x4 3x4 3x4 7-9-0 7-9-0 -0-5-12 0-5-12 3-10-8 3-10-8 7-9-0 3-10-8 8-2-12 0-5-12 1-1-84-4-41-1-810.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.11 0.09 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 0.00 (loc) 5 5 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 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E 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. (size)8=7-9-0, 6=7-9-0, 7=7-9-0 Max Horz 8=-83(LC 12) Max Uplift 8=-73(LC 14), 6=-73(LC 14) Max Grav 8=244(LC 1), 6=244(LC 1), 7=184(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -0-5-12 to 2-6-4, Exterior(2) 2-6-4 to 3-10-8, Corner(3) 3-10-8 to 6-10-8, Exterior(2) 6-10-8 to 8-2-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 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 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) 8, 6. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss V10 Truss Type Valley Qty 1 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915093 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:51 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-hZfw1FRLXTLBW5d1HhVDPSbxZZShciE5zICKB9yGdJ6 Scale = 1:20.8 1 2 3 43x4 4x4 3x4 1.5x4 0-0-5 0-0-5 7-4-7 7-4-2 3-8-4 3-8-4 7-4-7 3-8-4 0-0-43-0-140-0-410.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.09 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 21 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. (size)1=7-3-14, 3=7-3-14, 4=7-3-14 Max Horz 1=-45(LC 12) Max Uplift 1=-13(LC 14), 3=-13(LC 14) Max Grav 1=149(LC 1), 3=149(LC 1), 4=227(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss V11 Truss Type Valley Qty 1 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915094 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:52 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-9lCIEbSzImT28FCDrO1Syg88Lzp_L9jECyxtkbyGdJ5 Scale = 1:11.4 1 2 3 4 3x4 4x4 3x4 1.5x4 0-0-5 0-0-5 4-2-1 4-1-12 2-1-0 2-1-0 4-2-1 2-1-0 0-0-41-8-140-0-410.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.04 0.02 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 11 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 4-2-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-1-7, 3=4-1-7, 4=4-1-7 Max Horz 1=-23(LC 12) Max Uplift 1=-7(LC 14), 3=-7(LC 14) Max Grav 1=76(LC 1), 3=76(LC 1), 4=116(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss V12 Truss Type Valley Qty 1 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915095 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:53 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-dymgRxTb34bvlPmQP6YhVtgIyN8O4cBORchRG1yGdJ4 Scale = 1:33.5 1 2 3 4 5 8 7 6 9 10 1.5x4 3x4 4x4 3x4 1.5x4 1.5x4 6-2-8 6-2-8 -0-5-12 0-5-12 3-1-4 3-1-4 6-2-8 3-1-4 6-8-4 0-5-12 2-5-115-0-112-5-1110.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.11 0.08 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 4 4 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 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. (size)8=6-2-8, 6=6-2-8, 7=6-2-8 Max Horz 8=107(LC 13) Max Uplift 8=-70(LC 14), 6=-70(LC 14) Max Grav 8=164(LC 1), 6=164(LC 1), 7=220(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -0-5-12 to 2-6-4, Interior(1) 2-6-4 to 3-1-4, Exterior(2) 3-1-4 to 6-0-12, Interior(1) 6-0-12 to 6-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 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) 8, 6. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss V13 Truss Type Valley Qty 1 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915096 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:54 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-58K2fHTDqOjmNYLcyp3w15DTCnTmp30XgGQ_oUyGdJ3 Scale = 1:24.8 1 2 3 4 5 8 7 6 9 10 1.5x4 3x4 4x4 3x4 1.5x4 1.5x4 6-2-8 6-2-8 -0-5-12 0-5-12 3-1-4 3-1-4 6-2-8 3-1-4 6-8-4 0-5-12 1-1-113-8-111-1-1110.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.08 0.07 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 5 5 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 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. (size)8=6-2-8, 6=6-2-8, 7=6-2-8 Max Horz 8=-73(LC 12) Max Uplift 8=-60(LC 14), 6=-60(LC 14) Max Grav 8=189(LC 1), 6=189(LC 1), 7=171(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -0-5-12 to 2-6-4, Interior(1) 2-6-4 to 3-1-4, Exterior(2) 3-1-4 to 6-0-12, Interior(1) 6-0-12 to 6-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 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) 8, 6. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss V14 Truss Type Valley Qty 1 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915097 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:56 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-2XSp4zVTM?zUcsV_4E5O6WIpXaAUHzdq7av5tMyGdJ1 Scale = 1:17.0 1 2 3 4 3x4 4x4 3x4 1.5x4 0-0-5 0-0-5 5-8-14 5-8-10 2-10-7 2-10-7 5-8-14 2-10-7 0-0-42-4-110-0-410.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.05 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 16 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 5-8-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-8-5, 3=5-8-5, 4=5-8-5 Max Horz 1=34(LC 13) Max Uplift 1=-10(LC 14), 3=-10(LC 14) Max Grav 1=112(LC 1), 3=112(LC 1), 4=171(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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. November 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2102213 Truss Y01 Truss Type Flat Girder Qty 1 Ply 1 WEIKER RESIDENCE 17LV Job Reference (optional) I48915098 8.520 s Aug 27 2021 MiTek Industries, Inc. Mon Nov 22 12:55:56 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:Ofo0pNuKqlAqb0CnNpeHZcyGgEI-2XSp4zVTM?zUcsV_4E5O6WIo7a9ZHzjq7av5tMyGdJ1 Scale = 1:15.612 4 356 3x4 3x4 1.5x4 4x4 3-10-8 3-10-8 3-10-8 3-10-8 2-6-10LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.11 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 3-4 3-4 3 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 1650F 1.5E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 3=Mechanical Max Horz 4=-55(LC 6) Max Uplift 4=-102(LC 6), 3=-57(LC 7) Max Grav 4=636(LC 1), 3=310(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 Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 4=102. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 221 lb down and 34 lb up at 0-1-12, and 222 lb down and 42 lb up at 0-6-4, and 216 lb down and 49 lb up at 2-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 4=-221(F) 5=-222(F) 6=-216(F) November 22,2021 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.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge 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