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HomeMy WebLinkAboutLEG 29 - Truss Drawings16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by 84 Components - 0783. February 7,2020 Liu, Xuegang Pages or sheets covered by this seal: I40189415 thru I40189441 My license renewal date for the state of Indiana is July 31, 2020. LAKELAND_ROOF LAKELAND B BASE IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job LAKELAND_ROOF Truss AGE1 Truss Type GABLE Qty 1 Ply 1 LAKELAND B BASE Job Reference (optional) I40189415 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Feb 7 09:13:25 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?8rpeeUJVGQBZwCaqugXsIztmSE-B_jI4w_v33KMj_rnxRa7t6RQuQtUu9vP7GDjL_zna7e Scale = 1:92.2 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 85 84 83 82 81 80 79 78 77 76 75 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 4x6 4x6 4x6 4x6 4x6 4x6 8x8 6x6 4x6 4x6 52-1-0 52-1-0 -0-10-8 0-10-8 17-2-2 17-2-2 34-10-14 17-8-11 52-1-0 17-2-2 52-11-8 0-10-8 0-5-1210-6-00-5-1210-6-07.00 12 Plate Offsets (X,Y)-- [6:0-3-0,Edge], [16:0-3-0,0-3-12], [31:0-3-0,0-3-12], [41:0-3-0,Edge], [56:0-0-0,0-2-12], [57:0-3-0,0-1-4], [57:0-1-12,0-0-0], [68:0-2-8,0-2-0], [76:0-4-0 ,0-4-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.08 0.02 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.01 (loc) 45 45 45 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 960 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-6,41-46: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 12-77,11-78,10-79,9-80,8-81,7-82,5-83,4-84,3-85,35-55,36-54,37-53 ,38-52,39-51,40-50,42-49,43-48,44-47: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 16-31. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 23-66, 22-67, 21-69, 20-70, 19-71, 18-72, 17-73, 15-74, 14-75, 24-65, 25-64, 26-63, 28-62, 29-61, 30-60, 32-59, 33-58 REACTIONS.All bearings 52-1-0. (lb) - Max Horz 2=-203(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 66, 67, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 85, 65, 64, 63, 62, 61, 60, 58, 57, 55, 54, 53, 52, 51, 50, 49, 48, 47, 45 Max Grav All reactions 250 lb or less at joint(s) 2, 66, 67, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 85, 65, 64, 63, 62, 61, 60, 59, 58, 57, 55, 54, 53, 52, 51, 50, 49, 48, 47, 45 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 66, 67, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 85, 65, 64, 63, 62, 61, 60, 58, 57, 55, 54, 53, 52, 51, 50, 49, 48, 47, 45. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.February 7,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job LAKELAND_ROOF Truss AGE2 Truss Type GABLE COMMON Qty 1 Ply 1 LAKELAND B BASE Job Reference (optional) I40189416 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Feb 7 09:13:30 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?8rpeeUJVGQBZwCaqugXsIztmSE-YxXB7d22tczfplkkk?AIaA9GdRafZP89GYwU0Bzna7Z Scale = 1:92.3 Sheet Back Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 84 83 82 81 80 79 78 77 76 75 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 4x6 4x6 4x6 4x6 4x6 4x6 8x8 6x6 4x6 4x6 52-1-0 52-1-0 17-2-2 17-2-2 34-10-14 17-8-11 52-1-0 17-2-2 52-11-8 0-10-8 0-5-1210-6-00-5-1210-6-07.00 12 Plate Offsets (X,Y)-- [5:0-3-0,Edge], [15:0-3-0,0-3-12], [23:0-2-6,0-2-0], [30:0-3-0,0-3-12], [40:0-3-0,Edge], [55:0-0-0,0-2-12], [56:0-3-0,0-1-4], [56:0-1-12,0-0-0], [67:0-2-8 ,0-2-0], [75:0-4-0,0-4-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.08 0.02 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.01 (loc) 44 44 44 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 959 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-5,40-45: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 11-76,10-77,9-78,8-79,7-80,6-81,4-82,3-83,2-84,34-54,35-53,36-52 ,37-51,38-50,39-49,41-48,42-47,43-46: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 15-30. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 22-65, 21-66, 20-68, 19-69, 18-70, 17-71, 16-72, 14-73, 13-74, 24-64, 25-63, 26-62, 27-61, 28-60, 29-59, 31-58, 32-57 REACTIONS.All bearings 52-1-0. (lb) - Max Horz 1=-200(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 65, 66, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 64, 63, 62, 61, 60, 59, 57, 56, 54, 53, 52, 51, 50, 49, 48, 47, 46, 44 Max Grav All reactions 250 lb or less at joint(s) 1, 65, 66, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 64, 63, 62, 61, 60, 59, 58, 57, 56, 54, 53, 52, 51, 50, 49, 48, 47, 46, 44 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 65, 66, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 64, 63, 62, 61, 60, 59, 57, 56, 54, 53, 52, 51, 50, 49, 48, 47, 46, 44. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.February 7,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job LAKELAND_ROOF Truss AT01 Truss Type Piggyback Base Qty 7 Ply 1 LAKELAND B BASE Job Reference (optional) I40189417 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Feb 7 09:13:34 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?8rpeeUJVGQBZwCaqugXsIztmSE-Rimiz?5ZxqT5IM1WzqFEk0Jt53rnV2ekBAvh9zzna7V Scale = 1:89.1 1 2 3 4 5 6 7 8 9 10 11 12 13 1415 24 23 22 21 20 19 18 17 16 31 32 33 34 35 36 37 38 39 40 6x6 6x8 4x4 2x4 4x4 5x9 5x9 3x4 2x4 5x9 4x4 4x4 4x4 2x4 8-8-10 8-8-10 17-2-2 8-5-8 20-6-3 3-4-0 20-6-4 0-0-1 27-7-11 7-1-7 34-10-14 7-3-3 43-4-6 8-5-8 52-1-0 8-8-10 -0-10-8 0-10-8 5-10-12 5-10-12 11-6-7 5-7-11 17-2-2 5-7-11 20-6-3 3-4-0 27-7-11 7-1-8 34-10-14 7-3-3 40-6-9 5-7-11 46-2-4 5-7-11 52-1-0 5-10-12 52-11-8 0-10-8 0-5-1210-6-00-5-1210-6-07.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [10:0-5-4,0-3-0], [12:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.43 0.39 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.23 0.05 0.04 (loc) 16-18 16-18 14 16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 315 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-4,12-15: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-24,5-24,11-16,13-16: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 6-10. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-22, 6-22, 9-19, 10-19, 11-18 2 Rows at 1/3 pts 7-21 REACTIONS.(lb/size)2=683/0-3-8, 21=2397/0-3-8 (req. 0-4-2), 14=1192/0-3-8 Max Horz 2=-203(LC 10) Max Uplift 2=-81(LC 12), 21=-42(LC 12), 14=-119(LC 13) Max Grav 2=840(LC 33), 21=2613(LC 31), 14=1384(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1133/123, 3-5=-921/123, 5-6=-139/327, 7-9=-676/202, 9-10=-676/202, 10-11=-1101/232, 11-13=-1944/235, 13-14=-2175/235 BOT CHORD 2-24=-156/968, 22-24=-117/531, 21-22=-560/194, 19-21=-560/194, 18-19=0/933, 16-18=-32/1383, 14-16=-118/1811 WEBS 3-24=-386/147, 5-24=-10/603, 5-22=-940/183, 6-22=-375/30, 7-22=-94/1159, 7-21=-2400/311, 7-19=-154/1537, 9-19=-807/176, 10-19=-972/65, 10-18=-43/976, 11-18=-903/182, 11-16=-9/540, 13-16=-369/146 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) WARNING: Required bearing size at joint(s) 21 greater than input bearing size. 10) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 21 except (jt=lb) 14=119. 12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.February 7,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job LAKELAND_ROOF Truss AT02 Truss Type Piggyback Base Qty 3 Ply 1 LAKELAND B BASE Job Reference (optional) I40189418 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Feb 7 09:13:36 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?8rpeeUJVGQBZwCaqugXsIztmSE-N5uSOg6pTSjoXgBu4FHipRPDYsYBzy91fTOoErzna7T Scale = 1:89.1 1 2 3 4 5 6 7 8 9 10 11 12 13 1415 25 24 23 22 21 20 19 18 17 16 32 33 34 35 36 37 38 39 40 41 6x6 6x8 4x4 2x4 4x4 5x9 5x9 2x4 2x4 4x8 4x4 4x4 3x6 2x4 8-8-10 8-8-10 17-2-2 8-5-8 20-6-4 3-4-2 27-8-8 7-2-4 34-10-14 7-2-5 42-1-4 7-2-6 42-1-5 0-0-1 46-11-10 4-10-5 52-1-0 5-1-6 -0-10-8 0-10-8 5-10-12 5-10-12 11-6-7 5-7-11 17-2-2 5-7-11 20-6-4 3-4-2 27-8-8 7-2-4 34-10-14 7-2-5 42-1-5 7-2-7 46-11-10 4-10-5 52-1-0 5-1-6 52-11-8 0-10-8 0-5-1210-6-00-5-1210-6-07.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [10:0-5-4,0-3-0], [12:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.43 0.33 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.16 0.02 0.02 (loc) 23-25 23-25 14 25-28 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 318 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-4,12-15: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-25,5-25,11-17,13-17,13-16: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 6-10. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-23, 6-23, 7-22, 9-20, 10-20, 10-19 REACTIONS.All bearings 0-3-8 except (jt=length) 14=0-6-0. (lb) - Max Horz 2=-203(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 22, 17, 14 Max Grav All reactions 250 lb or less at joint(s) except 2=994(LC 31), 22=1996(LC 30), 17=1593(LC 31), 14=410(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1434/153, 3-5=-1202/153, 5-6=-317/147, 7-9=-607/194, 9-10=-607/194, 10-11=-648/171, 11-13=-30/257, 13-14=-382/66 BOT CHORD 2-25=-148/1210, 23-25=-82/752, 19-20=-30/542, 16-17=0/272, 14-16=0/272 WEBS 3-25=-381/147, 5-25=-10/590, 5-23=-933/183, 7-23=-97/1031, 7-22=-1819/244, 7-20=-86/968, 9-20=-809/178, 10-19=-301/88, 11-19=-4/732, 11-17=-1235/179, 13-17=-413/90 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 22, 17, 14. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 7,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job LAKELAND_ROOF Truss AT03 Truss Type Piggyback Base Qty 3 Ply 1 LAKELAND B BASE Job Reference (optional) I40189419 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Feb 7 09:13:38 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?8rpeeUJVGQBZwCaqugXsIztmSE-JU?DpM83?3zWm_LHCgJBusUYUgF8RuxK6ntvIkzna7R Scale = 1:87.7 1 2 3 4 5 6 7 8 9 10 11 12 1314 25 24 23 22 21 20 19 18 17 16 15 32 33 34 35 36 37 38 39 40 6x8 6x8 6x6 3x4 4x4 4x8 2x4 2x4 4x8 5x9 4x4 3x6 2x4 6-6-0 6-6-0 6-7-12 0-1-12 11-10-15 5-3-3 17-2-2 5-3-3 23-1-10 5-11-8 28-11-6 5-9-12 34-10-14 5-11-8 42-1-4 7-2-6 42-1-9 0-0-5 46-11-12 4-10-3 52-1-0 5-1-4 6-7-12 6-7-12 11-10-15 5-3-3 17-2-2 5-3-3 23-1-10 5-11-8 28-11-6 5-9-12 34-10-14 5-11-8 42-1-9 7-2-11 46-11-12 4-10-3 52-1-0 5-1-4 52-11-8 0-10-8 0-5-1210-6-00-5-1210-6-07.00 12 Plate Offsets (X,Y)-- [3:0-0-0,0-1-12], [3:0-2-8,0-3-0], [5:0-5-4,0-3-0], [11:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.47 0.30 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.14 0.03 0.03 (loc) 19-21 19-21 16 21 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 323 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-3,11-14: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-25,2-24,4-24,10-16,12-16,12-15: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (5-6-9 max.): 5-9. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-22, 6-21, 8-18, 9-18, 10-16 REACTIONS.(lb/size)25=1974/0-3-8, 16=1890/0-3-8, 13=355/0-6-0 Max Horz 25=-199(LC 8) Max Uplift 25=-114(LC 12), 16=-65(LC 13), 13=-61(LC 13) Max Grav 25=2238(LC 31), 16=2130(LC 31), 13=404(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-199/542, 2-4=-1077/87, 4-5=-1433/208, 5-6=-1566/251, 6-8=-1566/251, 8-9=-971/219, 9-10=-1179/203, 12-13=-373/62 BOT CHORD 1-25=-362/217, 24-25=-423/239, 22-24=-154/957, 21-22=-139/1254, 19-21=-126/1488, 18-19=-126/1488, 15-16=0/268, 13-15=0/268 WEBS 2-25=-2021/353, 2-24=-158/1413, 4-24=-795/189, 4-22=-87/541, 5-22=-297/133, 5-21=-131/708, 6-21=-633/138, 8-19=0/314, 8-18=-1033/137, 10-18=-51/1393, 10-16=-1765/236, 12-16=-403/90 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 13 except (jt=lb) 25=114. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 7,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job LAKELAND_ROOF Truss AT04 Truss Type Piggyback Base Qty 4 Ply 1 LAKELAND B BASE Job Reference (optional) I40189420 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Feb 7 09:13:40 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?8rpeeUJVGQBZwCaqugXsIztmSE-Fs7zE29JWgDE0HVfJ5Mf_HZvUTtlvmwda5M0Nczna7P Scale = 1:87.7 1 2 3 4 5 6 7 8 9 10 11 12 1314 25 24 23 22 21 20 19 18 17 16 15 32 33 34 35 36 37 38 39 6x8 6x6 3x6 2x4 4x4 4x4 4x8 2x4 2x4 4x8 6x8 5x6 3x6 2x4 5-10-12 5-10-12 11-6-7 5-7-11 17-2-2 5-7-11 23-1-10 5-11-8 28-11-6 5-9-12 34-10-14 5-11-8 42-1-4 7-2-6 42-1-5 0-0-1 46-11-10 4-10-5 52-1-0 5-1-6 5-10-12 5-10-12 11-6-7 5-7-11 17-2-2 5-7-11 23-1-10 5-11-8 28-11-6 5-9-12 34-10-14 5-11-8 42-1-5 7-2-7 46-11-10 4-10-5 52-1-0 5-1-6 52-11-8 0-10-8 0-5-1210-6-00-5-1210-6-07.00 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [5:0-5-4,0-3-0], [11:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.44 0.48 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.26 0.08 0.06 (loc) 24 22-24 16 24 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 322 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-3,11-14: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-25,2-24,4-24,10-16,12-16,12-15: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-10-9 max.): 5-9. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-22, 5-21, 6-21, 8-18, 9-18, 10-16 REACTIONS.(lb/size)1=1623/Mechanical, 16=2413/0-3-8 (req. 0-4-4), 13=183/0-6-0 Max Horz 1=-199(LC 8) Max Uplift 1=-94(LC 12), 16=-43(LC 13), 13=-74(LC 44) Max Grav 1=1839(LC 31), 16=2727(LC 31), 13=280(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3159/326, 2-4=-2742/338, 4-5=-2179/347, 5-6=-2018/341, 6-8=-2018/341, 8-9=-1035/245, 9-10=-1252/232, 10-12=-7/628, 12-13=-135/347 BOT CHORD 1-25=-196/2656, 24-25=-196/2656, 22-24=-144/2271, 21-22=-131/1854, 19-21=-119/1746, 18-19=-119/1746, 16-18=-428/137 WEBS 2-24=-454/111, 4-24=0/415, 4-22=-943/162, 5-22=-54/901, 5-21=-303/327, 6-21=-631/138, 8-21=-57/608, 8-19=0/313, 8-18=-1419/137, 9-18=-52/261, 10-18=-96/1861, 10-16=-2348/305, 12-16=-422/89 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) WARNING: Required bearing size at joint(s) 16 greater than input bearing size. 10) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 11) Refer to girder(s) for truss to truss connections. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 16, 13. 13) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.February 7,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job LAKELAND_ROOF Truss AT05 Truss Type Piggyback Base Qty 6 Ply 1 LAKELAND B BASE Job Reference (optional) I40189421 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Feb 7 09:13:43 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?8rpeeUJVGQBZwCaqugXsIztmSE-gRp6s4CCpbbptlDE_DvMbvBQehsJ6Cu3G3agzxzna7M Scale = 1:90.2 1 2 3 4 5 6 7 8 9 10 11 12 1314 25 24 23 22 21 20 19 18 17 16 15 32 33 34 35 36 37 38 6x8 6x6 5x6 3x6 2x4 4x4 4x4 4x8 2x4 2x4 4x8 4x8 4x4 3x6 2x4 5x6 5-10-12 5-10-12 11-6-7 5-7-11 17-2-2 5-7-11 23-1-10 5-11-8 28-11-6 5-9-12 34-10-14 5-11-8 40-6-9 5-7-11 46-2-4 5-7-11 52-1-0 5-10-12 5-10-12 5-10-12 11-6-7 5-7-11 17-2-2 5-7-11 23-1-10 5-11-8 28-11-6 5-9-12 34-10-14 5-11-8 40-6-9 5-7-11 46-2-4 5-7-11 52-1-0 5-10-12 52-11-8 0-10-8 0-5-1210-6-00-5-1210-6-07.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-2-11], [3:0-3-0,Edge], [5:0-5-4,0-3-0], [11:0-3-0,Edge], [13:0-3-0,0-2-11] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.44 0.68 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.50 0.20 0.10 (loc) 19-21 19-21 13 21 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 324 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-3,11-14: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-25,2-24,4-24,10-16,12-16,12-15: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-10-12 max.): 5-9. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-22, 6-21, 8-21, 8-18, 10-18 REACTIONS.(lb/size)1=2083/Mechanical, 13=2136/0-3-8 (req. 0-3-13) Max Horz 1=-199(LC 8) Max Uplift 1=-91(LC 12), 13=-107(LC 13) Max Grav 1=2360(LC 31), 13=2413(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4133/422, 2-4=-3758/438, 4-5=-3115/448, 5-6=-3104/459, 6-8=-3104/459, 8-9=-2673/422, 9-10=-3114/447, 10-12=-3755/437, 12-13=-4127/419 BOT CHORD 1-25=-278/3493, 24-25=-278/3493, 22-24=-206/3156, 21-22=-116/2661, 19-21=-153/3104, 18-19=-153/3104, 16-18=-206/3153, 15-16=-275/3488, 13-15=-275/3488 WEBS 2-24=-398/111, 4-24=0/395, 4-22=-940/162, 5-22=-54/902, 5-21=-161/869, 6-21=-633/138, 8-19=0/312, 8-18=-860/166, 9-18=-102/1212, 10-18=-932/163, 10-16=0/391, 12-16=-396/111 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) WARNING: Required bearing size at joint(s) 13 greater than input bearing size. 10) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 11) Refer to girder(s) for truss to truss connections. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 13=107. 13) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 7,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job LAKELAND_ROOF Truss BGE1 Truss Type GABLE Qty 1 Ply 1 LAKELAND B BASE Job Reference (optional) I40189422 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Feb 7 09:13:45 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?8rpeeUJVGQBZwCaqugXsIztmSE-cqxsHlDSLCsX62Nd6exqhKHhFUXoa8rMjN3n2qzna7K Scale = 1:69.0Sheet Front Right Option 6-4-9 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 9 10 11 17 16 15 12 20 19 18 48 49 50 51 14 13 3x4 5x6 6x6 4x8 3x4 3x6 4x8 3x4 3x4 2x4 6x8 6x12 MT20HS 3x4 2x4 8x8 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-4-9 9-8-4 9-8-4 19-6-4 9-10-0 20-1-11 0-7-7 20-9-15 0-8-4 20-11-11 0-1-12 21-9-11 0-10-0 27-2-8 5-4-13 -0-10-8 0-10-8 4-11-14 4-11-14 9-8-4 4-8-6 10-3-15 0-7-11 14-7-4 4-3-5 19-6-4 4-11-0 27-2-8 7-8-4 28-1-0 0-10-8 0-9-1210-6-02-9-1210-6-012.00 12 Plate Offsets (X,Y)-- [6:0-3-12,0-2-8], [8:0-1-12,0-1-8], [9:0-2-8,Edge], [10:0-3-8,Edge], [15:0-2-0,0-3-4], [15:0-0-1,0-2-4], [31:0-1-11,0-0-12], [38:0-1-11,0-0-12], [41:0-1-11 ,0-0-12], [42:0-4-12,0-1-8], [43:0-1-13,0-0-8], [43:0-2-0,0-0-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.75 0.68 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.38 0.03 0.03 (loc) 15-17 15-17 2 17-46 l/defl >999 >608 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 356 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-9: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-17,10-12: 2x4 SPF Stud, 18-19,19-20,7-20: 2x6 SPF No.2 OTHERS 2x4 SPF Stud *Except* 19-29,15-32,33-34: 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud -H 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 9-15 JOINTS 1 Brace at Jt(s): 19, 20 REACTIONS.All bearings 0-3-8 except (jt=length) 12=0-8-0, 15=1-8-0. (lb) - Max Horz 2=237(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 12 except 14=-560(LC 17) Max Grav All reactions 250 lb or less at joint(s) except 2=802(LC 1), 12=306(LC 19), 15=1488(LC 2), 13=277(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-732/152, 4-6=-641/187, 6-7=-402/187, 7-8=-361/178, 10-12=-251/106 BOT CHORD 2-17=-147/631, 15-17=-88/304 WEBS 4-17=-262/186, 6-17=-18/256, 17-20=-32/354, 8-20=-32/359, 8-19=-527/140, 15-19=-589/155, 15-18=-429/113, 9-18=-413/111 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 1-4-0 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12 except (jt=lb) 14=560.Continued on page 2 February 7,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job LAKELAND_ROOF Truss BGE1 Truss Type GABLE Qty 1 Ply 1 LAKELAND B BASE Job Reference (optional) I40189422 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Feb 7 09:13:45 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:?8rpeeUJVGQBZwCaqugXsIztmSE-cqxsHlDSLCsX62Nd6exqhKHhFUXoa8rMjN3n2qzna7K NOTES- 13) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job LAKELAND_ROOF Truss BGR1 Truss Type Piggyback Base Girder Qty 1 Ply 3 LAKELAND B BASE Job Reference (optional) I40189423 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Feb 7 09:13:47 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?8rpeeUJVGQBZwCaqugXsIztmSE-YC2ciRFitq6FLMX0D3_ImlM?WIFa2x0fBhYt6izna7I Scale: 3/16"=1' 1 2 3 4 5 6 7 13 12 11 10 9 817181920212223242526 27 4x6 6x8 8x8 6x6 8x8 6x6 4x6 5x10 8x8 2x4 10x10 6x6 5x12 MT18HS 4-10-8 4-10-8 9-8-4 4-9-12 14-7-4 4-11-0 19-6-4 4-11-0 20-5-0 0-10-12 4-10-8 4-10-8 9-8-4 4-9-12 14-7-4 4-11-0 19-6-4 4-11-0 20-5-0 0-10-12 0-9-1210-6-09-7-410-6-012.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-8], [2:0-1-8,0-2-0], [4:0-5-4,0-2-12], [6:0-6-0,0-3-0], [7:Edge,0-1-8], [8:0-5-8,Edge], [11:0-4-0,0-4-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.77 0.53 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.28 0.04 0.06 (loc) 11-13 11-13 8 11-13 l/defl >999 >863 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 555 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 *Except* 2-13,2-11: 2x4 SPF Stud, 7-8: 2x4 SPF 1650F 1.5E WEDGE Left: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8 REACTIONS.(lb/size)1=11331/0-3-8 (req. 0-5-15), 8=11611/0-3-8 (req. 0-6-1) Max Horz 1=286(LC 9) Max Uplift 1=-507(LC 10), 8=-672(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-13046/682, 2-4=-8829/574, 4-5=-4944/407, 5-6=-4944/407, 6-7=-2169/378, 7-8=-8687/624 BOT CHORD 1-13=-588/9124, 11-13=-588/9124, 10-11=-427/6282, 9-10=-127/588 WEBS 2-13=-207/5763, 2-11=-4270/348, 4-11=-426/8659, 4-10=-3043/177, 5-10=-527/136, 6-10=-587/9905, 6-9=-6482/542, 7-9=-422/6330 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) WARNING: Required bearing size at joint(s) 1, 8 greater than input bearing size. 10) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=507, 8=672. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 February 7,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job LAKELAND_ROOF Truss BGR1 Truss Type Piggyback Base Girder Qty 1 Ply 3 LAKELAND B BASE Job Reference (optional) I40189423 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Feb 7 09:13:47 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:?8rpeeUJVGQBZwCaqugXsIztmSE-YC2ciRFitq6FLMX0D3_ImlM?WIFa2x0fBhYt6izna7I NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2340 lb down and 111 lb up at 1-10-4, 2340 lb down and 111 lb up at 3-10-4, 2340 lb down and 111 lb up at 5-10-4, 2340 lb down and 111 lb up at 7-10-4, 2340 lb down and 111 lb up at 9-10-4, 2340 lb down and 111 lb up at 11-10-4, 1819 lb down and 114 lb up at 13-10-4, 1819 lb down and 114 lb up at 15-10-4, and 1819 lb down and 114 lb up at 17-10-4, and 1825 lb down and 108 lb up at 19-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-6=-60, 6-7=-60, 8-14=-20 Concentrated Loads (lb) Vert: 11=-2340(B) 17=-2340(B) 18=-2340(B) 19=-2340(B) 20=-2340(B) 21=-2340(B) 23=-1819(B) 24=-1819(B) 26=-1819(B) 27=-1825(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job LAKELAND_ROOF Truss CGE1 Truss Type GABLE Qty 1 Ply 1 LAKELAND B BASE Job Reference (optional) I40189424 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Feb 7 09:13:48 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?8rpeeUJVGQBZwCaqugXsIztmSE-0Pc?vnFLe7E5zW6CnnVXIzuKXiiHnY_oPLIRf9zna7H Scale = 1:66.8 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 41 39 40 3842 43 4x8 4x4 4x8 3x4 10-2-8 10-2-8 20-5-0 10-2-8 -0-10-8 0-10-8 10-2-8 10-2-8 20-5-0 10-2-8 21-3-8 0-10-8 0-9-1211-0-40-9-1212.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-12], [18:0-1-12,0-1-12], [18:Edge,0-3-8], [20:0-0-0,0-1-12], [37:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.17 0.12 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.01 (loc) 18 18 20 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 312 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 9-29,11-27,8-31,12-26: 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. JOINTS 1 Brace at Jt(s): 38, 39, 40, 41 REACTIONS.All bearings 20-5-0. (lb) - Max Horz 37=-232(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 31, 32, 33, 34, 35, 26, 25, 24, 23, 22 except 37=-151(LC 8), 20=-117(LC 9), 36=-252(LC 10), 21=-242(LC 11) Max Grav All reactions 250 lb or less at joint(s) 29, 27, 31, 32, 33, 34, 35, 36, 26, 25, 24, 23, 22, 21, 28 except 37=374(LC 10), 20=355(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-37=-261/179, 2-3=-347/230, 17-18=-330/230 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 31, 32, 33, 34, 35, 26, 25, 24, 23, 22 except (jt=lb) 37=151, 20=117, 36=252, 21=242. February 7,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job LAKELAND_ROOF Truss CGR1 Truss Type COMMON Qty 1 Ply 2 LAKELAND B BASE Job Reference (optional) I40189425 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Feb 7 09:13:49 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?8rpeeUJVGQBZwCaqugXsIztmSE-UbAN77GzPRMybghOLU0mrARND6_bWxfye?1_Bbzna7G Scale = 1:68.0 1 2 3 4 5 6 7 11 10 9 8 4x6 5x6 4x6 4x4 4x6 4x8 3x6 2x4 3x6 2x4 4x4 5-3-0 5-3-0 10-2-8 4-11-8 15-2-0 4-11-8 20-5-0 5-3-0 5-3-0 5-3-0 10-2-8 4-11-8 15-2-0 4-11-8 20-5-0 5-3-0 0-9-1211-0-40-9-1212.00 12 Plate Offsets (X,Y)-- [1:0-0-4,0-0-0], [7:0-0-4,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.69 0.37 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.08 0.03 0.02 (loc) 8-9 8-9 7 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 257 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=2050/0-3-8, 7=3411/0-3-8 Max Horz 1=198(LC 9) Max Uplift 1=-187(LC 11), 7=-355(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2602/294, 2-4=-2349/367, 4-6=-3387/459, 6-7=-4294/468 BOT CHORD 1-11=-226/1761, 9-11=-226/1761, 8-9=-278/2820, 7-8=-278/2820 WEBS 4-9=-273/1554, 6-9=-1750/359 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 0-8-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 5) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=187, 7=355. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 12-15=-20 Trapezoidal Loads (plf) Vert: 4=-760(F=-700)-to-7=-110(F=-50) February 7,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job LAKELAND_ROOF Truss PB01 Truss Type GABLE Qty 2 Ply 1 LAKELAND B BASE Job Reference (optional) I40189426 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Feb 7 09:13:51 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?8rpeeUJVGQBZwCaqugXsIztmSE-R_I7XpIDx2cgqzrnSv2EwbWsNvlG_xJE5JW5GUzna7E Scale = 1:32.8 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 1 23 24 13 4x4 3x4 3x4 17-8-11 17-8-11 8-10-6 8-10-6 17-8-11 8-10-6 5-2-10-1-60-1-107.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.07 0.04 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 127 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-8-11. (lb) - Max Horz 1=97(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 13, 2, 12, 19, 20, 21, 22, 17, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 1, 13, 2, 12, 18, 19, 20, 21, 22, 17, 16, 15, 14 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 13, 2, 12, 19, 20, 21, 22, 17, 16, 15, 14. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. February 7,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job LAKELAND_ROOF Truss PB02 Truss Type GABLE Qty 23 Ply 1 LAKELAND B BASE Job Reference (optional) I40189427 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Feb 7 09:13:53 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?8rpeeUJVGQBZwCaqugXsIztmSE-NMPuyUJTSgsO4H_9aK5i?0cB9jPhSq2XZd?CKMzna7C Scale = 1:33.5 2 3 4 5 6 10 9 8 1 11 12 7 4x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 17-8-11 17-8-11 8-10-6 8-10-6 17-8-11 8-10-6 5-2-10-1-60-1-107.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.18 0.11 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-8-11. (lb) - Max Horz 1=-97(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8 except 1=-151(LC 22), 7=-115(LC 23) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 2=329(LC 22), 6=323(LC 1), 9=257(LC 1), 10=368(LC 19), 8=368(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-279/142, 5-8=-279/141 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 10, 8 except (jt=lb) 1=151, 7=115. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. February 7,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job LAKELAND_ROOF Truss PB03 Truss Type GABLE Qty 1 Ply 1 LAKELAND B BASE Job Reference (optional) I40189428 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Feb 7 09:13:54 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?8rpeeUJVGQBZwCaqugXsIztmSE-rZzGAqK5Dz_FhRZM81cxYE8O86mHBIDhoHllsozna7B Scale: 3/8"=1' Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 2 3 4 5 6 7 8 14 13 12 11 10 1 9 4x4 2x4 2x4 9-10-0 9-10-0 4-11-0 4-11-0 9-10-0 4-11-0 4-11-00-1-60-1-1012.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.04 0.02 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 70 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-10-0. (lb) - Max Horz 1=-91(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 2, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 2, 8, 12, 13, 14, 11, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 2, 13, 14, 11, 10. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. February 7,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job LAKELAND_ROOF Truss PB04 Truss Type GABLE Qty 3 Ply 1 LAKELAND B BASE Job Reference (optional) I40189429 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Feb 7 09:13:55 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?8rpeeUJVGQBZwCaqugXsIztmSE-JlXeNALk_H66Jb8Yhl7A5RhV4W4Iwl_q0xUJPFzna7A Scale = 1:33.0 2 3 4 6 1 5 4x4 3x4 3x4 1.5x4 9-10-0 9-10-0 4-11-0 4-11-0 9-10-0 4-11-0 4-11-00-1-60-1-1012.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.28 0.16 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-10-0. (lb) - Max Horz 1=-91(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 1=-453(LC 18), 5=-401(LC 19), 2=-422(LC 10), 4=-385(LC 11) Max Grav All reactions 250 lb or less at joint(s) except 1=375(LC 10), 5=328(LC 11), 2=681(LC 18), 4=639(LC 19), 6=263(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-277/347, 4-5=-208/272 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 453 lb uplift at joint 1, 401 lb uplift at joint 5, 422 lb uplift at joint 2 and 385 lb uplift at joint 4. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. February 7,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job LAKELAND_ROOF Truss V01 Truss Type GABLE Qty 1 Ply 1 LAKELAND B BASE Job Reference (optional) I40189430 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Feb 7 09:13:56 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?8rpeeUJVGQBZwCaqugXsIztmSE-nx50bWMMlbEzxljkFSePdfEe1wPEf8o_FbEsxhzna79 Scale = 1:55.0 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 123x4 3x4 3x4 3x4 3x4 3x4 26-10-10 26-10-10 9-4-6 9-4-6 19-2-6 9-10-0 26-10-10 7-8-4 27-9-2 0-10-8 0-0-49-4-61-8-29-4-612.00 12 Plate Offsets (X,Y)-- [3:0-1-8,Edge], [7:0-1-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.40 0.24 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 10 10 12 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 117 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF No.2 *Except* 2-19,8-14,9-13: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 4-18, 6-15 REACTIONS.All bearings 26-10-10. (lb) - Max Horz 1=197(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 16, 18, 15 except 12=-248(LC 9), 19=-237(LC 10), 14=-143(LC 11), 13=-507(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1 except 12=478(LC 11), 16=411(LC 2), 18=399(LC 21), 19=588(LC 18), 15=414(LC 21), 14=407(LC 19), 13=402(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-301/276, 10-12=-317/316 WEBS 5-16=-253/137, 2-19=-394/290, 8-14=-265/194, 9-13=-417/372 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 16, 18, 15 except (jt=lb) 12=248, 19=237, 14=143, 13=507. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 7,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job LAKELAND_ROOF Truss V02 Truss Type GABLE Qty 1 Ply 1 LAKELAND B BASE Job Reference (optional) I40189431 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Feb 7 09:13:57 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?8rpeeUJVGQBZwCaqugXsIztmSE-F8fOosM_WuMqYuIxpA9eAsmsOKmtOb?7UFzPT7zna78 Scale = 1:48.7 1 2 3 4 5 6 7 8 9 15 14 13 12 11 103x4 3x4 3x4 3x4 3x4 26-2-12 26-2-12 8-2-6 8-2-6 18-0-6 9-10-0 26-2-12 8-2-6 0-0-48-2-60-0-48-2-612.00 12 Plate Offsets (X,Y)-- [3:0-1-8,Edge], [7:0-1-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.23 0.15 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 103 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 2-15,8-10: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 26-2-12. (lb) - Max Horz 1=-153(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 12, 14, 11 except 15=-200(LC 10), 10=-199(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 12=413(LC 2), 14=372(LC 20), 15=497(LC 17), 11=365(LC 2), 10=495(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-12=-255/107, 2-15=-326/247, 8-10=-324/246 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 14, 11 except (jt=lb) 15=200, 10=199. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 7,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job LAKELAND_ROOF Truss V03 Truss Type Valley Qty 1 Ply 1 LAKELAND B BASE Job Reference (optional) I40189432 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Feb 7 09:13:58 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?8rpeeUJVGQBZwCaqugXsIztmSE-kKDn?CNcHCUhA2t7Ntgti4J2Fk5C72FGivjz?azna77 Scale = 1:71.8 1 2 3 4 5 6 7 8 9 14 13 12 11 10 3x4 4x4 3x4 3x4 5x6 3x4 0-0-4 0-0-4 23-10-12 23-10-8 11-11-6 11-11-6 23-10-12 11-11-6 0-0-411-11-60-0-412.00 12 Plate Offsets (X,Y)-- [12:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.15 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 102 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 2-14,8-10: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS.All bearings 23-10-4. (lb) - Max Horz 1=224(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 9 except 13=-173(LC 10), 14=-167(LC 10), 11=-172(LC 11), 10=-167(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 12=388(LC 20), 13=489(LC 17), 14=421(LC 17), 11=489(LC 18), 10=421(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-261/184 WEBS 4-13=-284/222, 2-14=-276/209, 6-11=-283/222, 8-10=-276/210 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9 except (jt=lb) 13=173, 14=167, 11=172, 10=167. February 7,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job LAKELAND_ROOF Truss V04 Truss Type Valley Qty 1 Ply 1 LAKELAND B BASE Job Reference (optional) I40189433 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Feb 7 09:13:59 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?8rpeeUJVGQBZwCaqugXsIztmSE-CWn9DYOE2WcYoCSJwaB6FHsDz7RbsW6QxYSWY0zna76 Scale = 1:67.4 1 2 3 4 5 6 7 13 12 11 10 9 81415 3x4 4x4 3x4 3x4 0-0-4 0-0-4 21-6-12 21-6-8 10-9-6 10-9-6 21-6-12 10-9-6 0-0-410-9-60-0-412.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.14 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 89 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 4-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 21-6-4. (lb) - Max Horz 1=202(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 12=-179(LC 10), 13=-140(LC 10), 9=-179(LC 11), 8=-140(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=377(LC 20), 12=493(LC 17), 13=327(LC 17), 9=493(LC 18), 8=327(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-252/168 WEBS 3-12=-292/229, 5-9=-292/228 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 12=179, 13=140, 9=179, 8=140. February 7,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job LAKELAND_ROOF Truss V05 Truss Type Valley Qty 1 Ply 1 LAKELAND B BASE Job Reference (optional) I40189434 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Feb 7 09:14:00 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?8rpeeUJVGQBZwCaqugXsIztmSE-gjLXQuPspplPPM1VUIjLnVOOhXnWb_aZACC44Szna75 Scale = 1:57.2 1 2 3 4 5 6 7 12 11 10 9 83x4 4x4 3x4 0-0-4 0-0-4 19-2-12 19-2-8 9-7-6 9-7-6 19-2-12 9-7-6 0-0-49-7-60-0-412.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.16 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 76 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 4-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 19-2-4. (lb) - Max Horz 1=-179(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 7 except 1=-106(LC 8), 11=-180(LC 10), 12=-128(LC 10), 9=-180(LC 11), 8=-129(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=379(LC 20), 11=435(LC 17), 12=269(LC 17), 9=435(LC 18), 8=269(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-254/160 WEBS 3-11=-293/230, 5-9=-293/229 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 1=106, 11=180, 12=128, 9=180, 8=129. February 7,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job LAKELAND_ROOF Truss V06 Truss Type Valley Qty 1 Ply 1 LAKELAND B BASE Job Reference (optional) I40189435 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Feb 7 09:14:01 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?8rpeeUJVGQBZwCaqugXsIztmSE-8vuveDQUa7tF1Wbi2?EaKixYFx7nKRljPsxdcuzna74 Scale = 1:53.4 1 2 3 4 5 8 7 63x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 15-11-12 15-11-12 7-11-14 7-11-14 15-11-12 7-11-14 0-5-88-5-60-5-812.00 12 Plate Offsets (X,Y)-- [5:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.17 0.16 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 62 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 3-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-11-12. (lb) - Max Horz 1=157(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-203(LC 10), 6=-202(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=361(LC 20), 8=461(LC 17), 6=459(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-312/246, 4-6=-312/245 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=203, 6=202. February 7,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job LAKELAND_ROOF Truss V07 Truss Type Valley Qty 1 Ply 1 LAKELAND B BASE Job Reference (optional) I40189436 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Feb 7 09:14:02 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?8rpeeUJVGQBZwCaqugXsIztmSE-c5SHrZQ7LR?6fgAucjlptwUjWLT43uasdWhA8Lzna73 Scale = 1:46.3 1 2 3 4 5 8 7 69103x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 13-11-12 13-11-12 6-11-14 6-11-14 13-11-12 6-11-14 0-3-87-3-60-3-812.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.14 0.15 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-11-12. (lb) - Max Horz 1=-134(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-173(LC 10), 6=-173(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=344(LC 20), 8=383(LC 17), 6=383(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-274/214, 4-6=-274/214 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=173, 6=173. February 7,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job LAKELAND_ROOF Truss V08 Truss Type Valley Qty 1 Ply 1 LAKELAND B BASE Job Reference (optional) I40189437 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Feb 7 09:14:03 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?8rpeeUJVGQBZwCaqugXsIztmSE-4H0g3vRl6k7zGpl49QG2P70ujlq3oLb?sAQkhnzna72 Scale = 1:39.2 1 2 3 4 5 8 7 63x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 11-11-12 11-11-12 5-11-14 5-11-14 11-11-12 5-11-14 0-1-86-1-60-1-812.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.18 0.10 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-11-12. (lb) - Max Horz 1=-112(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-173(LC 10), 6=-173(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=338(LC 17), 6=338(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-282/213, 4-6=-282/213 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=173, 6=173. February 7,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job LAKELAND_ROOF Truss V09 Truss Type Valley Qty 1 Ply 1 LAKELAND B BASE Job Reference (optional) I40189438 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Feb 7 09:14:03 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?8rpeeUJVGQBZwCaqugXsIztmSE-4H0g3vRl6k7zGpl49QG2P70rrlpsoLg?sAQkhnzna72 Scale = 1:33.0 1 2 3 42x4 4x4 2x4 1.5x4 0-0-4 0-0-4 9-10-12 9-10-8 4-11-6 4-11-6 9-10-12 4-11-6 0-0-44-11-60-0-412.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.36 0.18 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=225/9-10-4, 3=225/9-10-4, 4=286/9-10-4 Max Horz 1=-89(LC 6) Max Uplift 1=-42(LC 11), 3=-42(LC 11) Max Grav 1=225(LC 1), 3=225(LC 1), 4=287(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. February 7,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job LAKELAND_ROOF Truss V10 Truss Type Valley Qty 1 Ply 1 LAKELAND B BASE Job Reference (optional) I40189439 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Feb 7 09:14:04 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?8rpeeUJVGQBZwCaqugXsIztmSE-YUa2GFSNt2FquzKHj8nHyLZ3F89LXpX95qAHDDzna71 Scale = 1:26.0 1 2 3 42x4 4x4 2x4 1.5x4 0-0-4 0-0-4 7-6-12 7-6-8 3-9-6 3-9-6 7-6-12 3-9-6 0-0-43-9-60-0-412.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.19 0.10 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=168/7-6-4, 3=168/7-6-4, 4=214/7-6-4 Max Horz 1=-66(LC 6) Max Uplift 1=-31(LC 11), 3=-31(LC 11) Max Grav 1=168(LC 1), 3=168(LC 1), 4=214(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. February 7,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job LAKELAND_ROOF Truss V11 Truss Type Valley Qty 1 Ply 1 LAKELAND B BASE Job Reference (optional) I40189440 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Feb 7 09:14:05 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?8rpeeUJVGQBZwCaqugXsIztmSE-1g8QUbT?eMNhW7vTHrIWUY6FmYWSGG4IJUvqlgzna70 Scale = 1:18.9 1 2 3 4 2x4 4x4 2x4 1.5x4 5-2-8 5-2-8 5-2-12 0-0-4 2-7-6 2-7-6 5-2-12 2-7-6 0-0-42-7-60-0-412.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.08 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=111/5-2-4, 3=111/5-2-4, 4=141/5-2-4 Max Horz 1=44(LC 7) Max Uplift 1=-20(LC 11), 3=-20(LC 11) Max Grav 1=111(LC 1), 3=111(LC 1), 4=141(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. February 7,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job LAKELAND_ROOF Truss V12 Truss Type Valley Qty 1 Ply 1 LAKELAND B BASE Job Reference (optional) I40189441 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Feb 7 09:14:05 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?8rpeeUJVGQBZwCaqugXsIztmSE-1g8QUbT?eMNhW7vTHrIWUY6GjYWRGGOIJUvqlgzna70 Scale = 1:10.0 1 2 3 2x4 3x4 2x4 2-10-8 2-10-8 2-10-12 0-0-4 1-5-6 1-5-6 2-10-12 1-5-6 0-0-41-5-60-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.02 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=88/2-10-4, 3=88/2-10-4 Max Horz 1=-21(LC 6) Max Uplift 1=-4(LC 10), 3=-4(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. February 7,2020 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths