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HomeMy WebLinkAboutGN010.0 - TRUSS DRAWINGS16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Timberland Home Center-Brazil, IN. March 17,2020 Liu, Xuegang Pages or sheets covered by this seal: I40626661 thru I40626802 My license renewal date for the state of Indiana is July 31, 2020. 20-1485A WF53 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 20-1485A Truss A1 Truss Type Common Qty 2 Ply 1 WF53 Job Reference (optional) I40626661 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:42:42 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-lfA1eXO7ARTKClijSWS4DFgDh5byC8r5IRigyIzaOqR Scale = 1:80.0 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 21 22 23 4x4 4x6 3x4 4x4 3x4 4x4 3x4 4x4 3x6 4x4 3x6 4x4 7-4-0 7-4-0 14-8-0 7-4-0 22-0-0 7-4-0 -1-0-0 1-0-0 5-6-0 5-6-0 11-0-0 5-6-0 16-6-0 5-6-0 22-0-0 5-6-0 1-6-012-6-01-6-012.00 12 Plate Offsets (X,Y)-- [4:0-2-0,Edge] LOADING (psf) TCLL 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 0.34 0.49 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.16 0.02 (loc) 10-12 10-12 9 l/defl >999 >999 n/a L/d 240 180 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 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 7-9 REACTIONS.(lb/size)9=867/0-3-8, 13=939/0-3-8 Max Horz 13=-234(LC 10) Max Uplift 9=-78(LC 12), 13=-100(LC 12) Max Grav 9=1000(LC 17), 13=1049(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-385/237, 3-5=-1012/343, 5-7=-1016/351, 7-8=-296/182, 2-13=-422/244, 8-9=-302/168 BOT CHORD 12-13=-42/743, 10-12=0/497, 9-10=-19/660 WEBS 5-10=-179/591, 7-10=-353/274, 5-12=-182/585, 3-12=-351/277, 3-13=-860/0, 7-9=-885/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; partially; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 9 and 100 lb uplift at joint 13. March 17,2020 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 20-1485A Truss B1 Truss Type Piggyback Base Qty 1 Ply 1 WF53 Job Reference (optional) I40626662 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:42:43 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-DrkPstPlxlbBqvHv?EzJmSDNeVwyxWfFX5REVlzaOqQ Scale = 1:83.6 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 22 23 24 25 26 27 28 29 30 31 32 33 34 35 3x6 6x8 3x6 5x8 3x6 3x6 2x4 5x8 3x6 3x4 3x4 2x4 3x4 3x6 3x10 3x4 4x4 4x4 5x6 7-4-0 7-4-0 14-8-0 7-4-0 22-0-0 7-4-0 27-10-12 5-10-12 35-10-0 7-11-4 35-11-8 0-1-8 36-11-0 0-11-8 -1-0-0 1-0-0 5-3-0 5-3-0 10-6-0 5-3-0 16-3-0 5-9-0 22-0-0 5-9-0 27-10-12 5-10-12 31-10-6 3-11-10 35-10-0 3-11-10 36-11-0 1-1-0 37-8-12 0-9-12 1-6-012-0-00-5-122-6-012-0-012.00 12 Plate Offsets (X,Y)-- [5:0-6-4,0-1-12], [9:0-6-4,0-1-12], [10:0-3-0,0-3-0], [16:0-2-12,0-2-8] LOADING (psf) TCLL 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 0.39 0.50 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.20 0.02 (loc) 18-20 18-20 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 225 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18 4-10-7 oc bracing: 16-17. 1 Row at midpt 8-16 WEBS 1 Row at midpt 6-16, 9-16, 5-18 REACTIONS.(lb/size)17=1466/0-3-8, 14=673/0-3-0, 21=920/0-3-8 Max Horz 21=-249(LC 10) Max Uplift 17=-236(LC 12), 14=-186(LC 12), 21=-99(LC 12) Max Grav 17=1529(LC 17), 14=679(LC 22), 21=1033(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-354/228, 3-5=-985/344, 5-6=-458/248, 9-10=-386/305, 10-11=-257/212, 2-21=-398/238 BOT CHORD 20-21=-83/742, 18-20=-1/509, 16-17=-1478/440, 8-16=-376/155, 14-15=-57/277 WEBS 6-16=-761/150, 9-16=-408/199, 9-15=-258/338, 11-14=-252/162, 6-18=-3/325, 16-18=0/408, 5-20=-173/567, 3-20=-335/274, 3-21=-799/0, 10-14=-397/61 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp B; partially; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-8-5, Interior(1) 2-8-5 to 10-6-0, Exterior(2) 10-6-0 to 33-1-6, Interior(1) 33-1-6 to 37-8-12 zone; cantilever left and right exposed ; end vertical left exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 236 lb uplift at joint 17, 186 lb uplift at joint 14 and 99 lb uplift at joint 21. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss B2 Truss Type Piggyback Base Qty 2 Ply 1 WF53 Job Reference (optional) I40626663 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:42:44 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-h1In3DQNi2j1S3s6ZxUYJglZVvEsgzJOmlBn1BzaOqP Scale = 1:77.0 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 27 28 3x4 6x8 3x4 6x8 2x4 3x6 3x4 2x4 5x8 4x6 3x4 4x4 3x4 4x4 4x4 3x10 7-4-0 7-4-0 14-8-0 7-4-0 22-0-0 7-4-0 29-9-8 7-9-8 5-3-0 5-3-0 10-6-0 5-3-0 16-3-0 5-9-0 22-0-0 5-9-0 27-10-12 5-10-12 29-9-8 1-10-12 1-6-012-0-07-7-42-6-012-0-012.00 12 Plate Offsets (X,Y)-- [4:0-6-4,0-1-12], [8:0-2-8,Edge], [11:0-2-12,0-3-0] LOADING (psf) TCLL 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 0.38 0.59 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.39 0.01 (loc) 10-11 10-11 12 l/defl >486 >238 n/a L/d 240 180 n/a PLATES MT20 Weight: 196 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 5-2-11 oc bracing. Except: 1 Row at midpt 7-11 WEBS 1 Row at midpt 4-13, 5-11, 8-11, 8-10 REACTIONS.(lb/size)12=1221/0-3-8, 10=282/0-3-8, 16=858/0-3-8 Max Horz 16=194(LC 12) Max Uplift 12=-27(LC 12) Max Grav 12=1246(LC 17), 10=329(LC 24), 16=923(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-250/121, 2-4=-916/138, 4-5=-388/86 BOT CHORD 15-16=-156/669, 13-15=-69/468, 11-12=-1196/139, 7-11=-373/97 WEBS 2-15=-267/195, 5-13=0/283, 5-11=-671/78, 2-16=-775/0, 11-13=-33/418, 4-15=-95/513 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 10-6-0, Exterior(2) 10-6-0 to 29-7-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 12. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss C1 Truss Type GABLE Qty 1 Ply 1 WF53 Job Reference (optional) I40626664 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:42:45 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-AEs9HZQ?TMru3CRI7f?nrtIowJiDPcFY?PwKZdzaOqO Scale = 1:56.4 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 2x4 3x4 4x4 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-3-8 14-3-8 -1-0-0 1-0-0 7-1-12 7-1-12 14-3-8 7-1-12 15-3-8 1-0-0 1-6-08-7-121-6-012.00 12 LOADING (psf) TCLL 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 0.07 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 83 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-17 REACTIONS.All bearings 14-3-8. (lb) - Max Horz 21=-143(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 12, 18, 19, 20, 15, 14, 13 except 21=-114(LC 10) Max Grav All reactions 250 lb or less at joint(s) 21, 12, 18, 19, 20, 15, 14, 13 except 17=265(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-17=-297/157 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 7-1-12, Corner(3) 7-1-12 to 10-1-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 18, 19, 20, 15, 14, 13 except (jt=lb) 21=114. March 17,2020 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 20-1485A Truss C2 Truss Type Common Qty 2 Ply 1 WF53 Job Reference (optional) I40626665 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:42:46 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-eQQXUuRdEgzlhM?UhMW0O5rsnj_o83PhD2gu54zaOqN Scale = 1:55.7 1 2 3 4 5 8 7 6 9 10 11 12 4x6 3x4 3x4 4x8 6x8 6x8 7-1-12 7-1-12 14-3-8 7-1-12 -1-0-0 1-0-0 7-1-12 7-1-12 14-3-8 7-1-12 15-3-8 1-0-0 1-6-08-7-121-6-012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL 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 0.52 0.37 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.12 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 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 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=629/0-3-8, 6=629/0-3-8 Max Horz 8=-176(LC 10) Max Uplift 8=-15(LC 12), 6=-15(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-528/82, 3-4=-528/82, 2-8=-566/98, 4-6=-566/98 BOT CHORD 7-8=-148/342, 6-7=-84/266 WEBS 3-7=0/284 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-1-12, Exterior(2) 7-1-12 to 10-1-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) The Fabrication Tolerance at joint 2 = 8%, joint 4 = 8% 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. March 17,2020 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 20-1485A Truss CJ1 Truss Type Diagonal Hip Girder Qty 1 Ply 1 WF53 Job Reference (optional) I40626666 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:42:47 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-6c_whESF?z5cJWagE41FwIN7y6N4tXKrSiPReWzaOqM Scale = 1:22.7 1 2 3 4 6 5 7 2x4 4x4 3x4 3x6 2x4 Special Special 1-3-9 1-3-9 1-5-11 0-2-2 4-7-12 3-2-1 -1-1-13 1-1-13 1-5-11 1-5-11 4-7-12 3-2-1 0-5-123-9-38.49 12 LOADING (psf) TCLL 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-S 0.18 0.17 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=-9/Mechanical, 6=312/0-4-4 Max Horz 6=99(LC 8) Max Uplift 5=-101(LC 5), 6=-132(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-12/301 WEBS 3-6=-401/0 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=101, 6=132. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 155 lb up at 2-9-8, and 155 lb up at 2-9-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 7=126(F=63, B=63) March 17,2020 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 20-1485A Truss D1 Truss Type Roof Special Qty 1 Ply 1 WF53 Job Reference (optional) I40626667 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:42:48 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-apYIvaTumHDTwg9tonZUTWwDXWWncsW_hM9_AyzaOqL Scale = 1:86.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 3x6 5x6 3x6 4x8 5x12 MT20HS 4x8 3x10 4x4 3x4 3x4 3x4 3x4 3x4 3x10 3x6 5x12 MT20HS 3x6 4x4 5x8 4x8 4x6 9-7-1 9-7-1 17-11-6 8-4-5 26-3-11 8-4-5 34-3-1 7-11-6 34-8-0 0-4-15 44-8-0 10-0-0 -1-0-0 1-0-0 4-9-8 4-9-8 9-7-1 4-9-8 15-9-1 6-2-0 21-11-1 6-2-0 28-1-1 6-2-0 34-3-1 6-2-0 34-8-0 0-4-15 39-8-0 5-0-0 44-8-0 5-0-0 45-8-0 1-0-0 1-4-09-3-149-8-01-4-09-3-1410.00 12 Plate Offsets (X,Y)-- [11:0-4-0,Edge] LOADING (psf) TCLL 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 0.51 0.97 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.62 0.17 (loc) 15-16 15-16 15 l/defl >999 >852 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 235 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 10-11: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-7 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-22, 7-20, 7-18, 9-16, 3-23, 12-15 REACTIONS.(lb/size)23=1844/0-3-8, 15=1844/0-3-8 Max Horz 23=191(LC 11) Max Grav 23=1886(LC 17), 15=1933(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-330/86, 3-5=-2130/160, 5-6=-1605/160, 6-7=-2259/175, 7-9=-2285/177, 9-10=-1653/158, 10-12=-2152/160, 12-13=-428/99, 2-23=-364/114, 13-15=-438/126 BOT CHORD 22-23=-20/1632, 20-22=0/2200, 18-20=0/2386, 16-18=0/2225, 15-16=-3/1521 WEBS 5-22=-13/1031, 6-22=-1039/60, 6-20=0/551, 7-20=-268/49, 9-18=0/469, 9-16=-1006/59, 3-23=-1963/60, 10-16=-5/1010, 12-15=-1896/39 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=45ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-5-10, Interior(1) 3-5-10 to 9-7-1, Exterior(2) 9-7-1 to 39-3-15, Interior(1) 39-3-15 to 45-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss E1 Truss Type Common Qty 1 Ply 1 WF53 Job Reference (optional) I40626668 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:42:49 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-2?6g6wTWXbLKYqk3MU4j0jTRywusLJD7v0uYiOzaOqK Scale = 1:61.0 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 17 18 3x4 4x4 4x4 5x10 4x4 4x4 4x4 4x6 4x6 10-0-0 10-0-0 20-0-0 10-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 10-0-0 5-0-0 15-0-0 5-0-0 20-0-0 5-0-0 1-4-09-8-01-4-010.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [9:0-5-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.27 0.79 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.47 0.02 (loc) 8-9 9-10 8 l/defl >999 >507 n/a L/d 240 180 n/a PLATES MT20 Weight: 98 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=859/0-3-8, 8=786/0-3-8 Max Horz 10=-172(LC 10) Max Uplift 10=-94(LC 12), 8=-71(LC 12) Max Grav 10=891(LC 17), 8=827(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-346/135, 3-5=-742/197, 5-6=-744/202, 6-7=-304/98, 2-10=-378/161, 7-8=-282/101 BOT CHORD 9-10=-55/663, 8-9=-52/593 WEBS 5-9=-124/583, 6-9=-257/183, 3-9=-254/185, 3-10=-631/41, 6-8=-648/89 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; partially; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-0-0, Exterior(2) 10-0-0 to 13-0-0 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 8. March 17,2020 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 20-1485A Truss F1 Truss Type Piggyback Base Qty 1 Ply 1 WF53 Job Reference (optional) I40626669 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:42:50 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-WBf2KGU8IuTBA_JFwCbzYx?U_KBp4kWH8ge5FrzaOqJ Scale = 1:86.0 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 30 31 32 33 34 5x8 5x12 MT20HS 5x6 5x12 MT20HS 6x8 3x6 5x6 5x8 4x6 4x6 3x4 3x6 3x10 4x8 8x10 5x10 4x6 6x10 5x12 MT20HS 3x6 0-8-0 0-8-0 4-8-0 4-0-0 12-4-0 7-8-0 20-0-0 7-8-0 28-1-0 8-1-0 36-2-12 8-1-12 44-8-0 8-5-4 -1-0-0 1-0-0 4-8-0 4-8-0 9-7-1 4-11-1 17-7-1 8-0-0 20-0-0 2-4-15 28-1-0 8-1-0 32-8-0 4-7-0 38-6-4 5-10-4 44-8-0 6-1-12 1-4-09-3-1411-4-01-4-02-4-011-4-010.00 12 7.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-12], [4:0-3-4,0-3-0], [5:0-9-0,0-2-0], [7:0-9-0,0-2-0], [9:0-6-4,0-2-0], [17:0-7-8,0-4-0], [22:0-5-3,0-0-13] LOADING (psf) TCLL 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 0.83 1.00 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.71 0.41 (loc) 17-18 17-18 13 l/defl >999 >751 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 246 lb FT = 20% GRIP 169/123 127/93 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x4 SP 2400F 2.0E, 7-9: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-15 max.): 5-6, 7-9. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. Except: 1 Row at midpt 8-17 WEBS 1 Row at midpt 3-20, 6-20, 6-18, 8-18, 9-14, 11-13 REACTIONS.(lb/size)22=1848/0-8-0, 13=1768/0-3-8 Max Horz 22=193(LC 11) Max Grav 22=1848(LC 1), 13=1790(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3728/132, 3-5=-2458/162, 5-6=-2334/154, 6-7=-2969/227, 7-8=-2294/193, 8-9=-2171/196, 9-11=-2105/228, 11-12=-375/125, 2-22=-1882/154, 12-13=-340/106 BOT CHORD 21-22=-189/306, 20-21=-56/2869, 18-20=0/2897, 17-18=0/2243, 8-17=-588/112, 13-14=-22/1528 WEBS 3-21=0/908, 3-20=-1010/103, 5-20=0/1264, 6-20=-871/79, 6-18=-1607/166, 7-18=-58/1602, 14-17=0/1645, 9-17=-7/1409, 9-14=-306/76, 11-13=-1945/30, 2-21=-18/2762 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=45ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-5-10, Interior(1) 3-5-10 to 9-7-1, Exterior(2) 9-7-1 to 14-0-10, Interior(1) 17-7-1 to 32-8-0, Exterior(2) 32-8-0 to 37-1-10 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 7 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Bearing at joint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss F2 Truss Type Piggyback Base Qty 1 Ply 1 WF53 Job Reference (optional) I40626670 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:42:52 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-SanplyWOqWjvPHTe1ddRdM5qR7uAYecac_7CJjzaOqH Scale = 1:84.8 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 25 26 27 28 29 30 3x6 5x6 8x8 6x8 3x6 5x10 5x8 3x6 5x6 3x4 3x6 3x6 3x10 5x8 8x8 5x10 5x12 MT20HS 3x6 3x4 4x6 0-8-0 0-8-0 4-8-0 4-0-0 11-11-14 7-3-14 19-11-14 8-0-0 20-0-0 0-0-2 28-1-0 8-1-0 36-2-12 8-1-12 38-8-0 2-5-4 44-8-0 6-0-0 4-8-0 4-8-0 11-11-14 7-3-14 19-11-14 8-0-0 20-0-0 0-0-2 28-1-0 8-1-0 32-8-0 4-7-0 38-8-0 6-0-0 44-8-0 6-0-0 1-4-011-3-1411-4-01-4-02-4-011-4-010.00 12 7.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-1], [5:0-5-0,Edge], [7:0-6-0,0-2-12], [15:0-6-4,0-5-0], [20:0-2-12,Edge] LOADING (psf) TCLL 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 0.83 0.95 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.60 0.36 (loc) 16-18 15-16 11 l/defl >999 >892 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 257 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 4-5: 2x4 SPF No.2, 5-7: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-20: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-12 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 6-15 WEBS 1 Row at midpt 2-18, 5-18, 5-16, 9-11, 7-12 REACTIONS.(lb/size)20=1769/0-8-0, 11=1769/0-3-8 Max Horz 20=179(LC 11) Max Grav 20=1769(LC 1), 11=1807(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3843/131, 2-4=-2494/153, 4-5=-1866/166, 5-6=-2376/183, 6-7=-2223/181, 7-9=-2110/213, 9-10=-386/111, 1-20=-1812/86, 10-11=-346/96 BOT CHORD 19-20=-188/272, 18-19=-49/2984, 16-18=0/2430, 15-16=0/2279, 6-15=-587/105, 11-12=-18/1531 WEBS 2-19=0/919, 2-18=-1153/144, 4-18=0/1152, 5-18=-880/36, 12-15=0/1675, 7-15=0/1453, 1-19=-55/2922, 6-16=-8/252, 9-11=-1930/35, 7-12=-333/43 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=45ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 4-9-12, Interior(1) 4-9-12 to 11-11-14, Exterior(2) 11-11-14 to 37-1-10, Interior(1) 37-1-10 to 44-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss F3 Truss Type Piggyback Base Qty 1 Ply 1 WF53 Job Reference (optional) I40626671 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:42:53 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-xmLByIX0bpsm1R2qbK8gAZdyWXEKH5ujqeslrAzaOqG Scale = 1:83.2 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 27 28 29 30 31 32 33 3x6 6x8 4x8 6x8 3x6 5x10 6x8 4x6 5x6 3x4 3x6 3x6 3x4 5x8 8x10 5x10 5x12 MT20HS 3x6 4x8 2x4 4x6 4-8-0 4-8-0 12-0-0 7-4-0 20-0-0 8-0-0 28-4-12 8-4-12 36-2-12 7-10-0 38-8-0 2-5-4 44-8-0 6-0-0 4-8-0 4-8-0 12-0-0 7-4-0 20-0-0 8-0-0 28-4-12 8-4-12 32-8-0 4-3-4 38-8-0 6-0-0 44-8-0 6-0-0 1-4-011-4-01-4-02-4-011-4-010.00 12 7.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-3-4], [8:0-6-0,0-2-12], [16:0-7-12,0-4-0], [21:0-2-12,Edge] LOADING (psf) TCLL 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 1.00 0.95 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.63 0.36 (loc) 16-17 16-17 12 l/defl >999 >836 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 262 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 4-6,6-8: 2x6 SPF No.2, 9-11,1-3: 2x4 SP No.1 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-21: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-6-6 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 16-17 6-0-0 oc bracing: 13-15. 1 Row at midpt 7-16 WEBS 1 Row at midpt 2-19, 5-17, 10-12, 8-13 REACTIONS.(lb/size)21=1769/0-8-0, 12=1769/0-3-8 Max Horz 21=179(LC 11) Max Grav 21=1769(LC 1), 12=1799(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3857/147, 2-4=-2518/164, 4-5=-2350/197, 5-7=-2349/197, 7-8=-2193/196, 8-10=-2099/223, 10-11=-381/114, 1-21=-1822/91, 11-12=-344/99 BOT CHORD 20-21=-190/274, 19-20=-77/2992, 17-19=0/1938, 16-17=0/2246, 7-16=-607/116, 12-13=-27/1523 WEBS 2-20=0/918, 2-19=-1134/155, 4-19=0/650, 13-16=0/1688, 8-16=-13/1465, 1-20=-76/2928, 5-17=-564/140, 7-17=-12/280, 4-17=-38/843, 10-12=-1932/45, 8-13=-358/38 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=45ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 4-9-12, Interior(1) 4-9-12 to 12-0-0, Exterior(2) 12-0-0 to 38-8-12, Interior(1) 38-8-12 to 44-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss F4 Truss Type Piggyback Base Qty 1 Ply 1 WF53 Job Reference (optional) I40626672 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:42:54 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-PyvZ9eXeL7_debd192gvjnA91xav0Y3t3IcJOczaOqF Scale = 1:83.3 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 28 29 30 31 32 33 34 3x10 5x6 3x6 6x8 3x6 5x10 6x8 4x8 2x4 2x4 3x6 3x10 3x4 3x4 3x4 5x8 8x10 5x10 5x12 MT20HS 3x6 4x6 0-8-0 0-8-0 4-8-0 4-0-0 12-0-0 7-4-0 21-0-11 9-0-11 30-1-6 9-0-11 32-8-0 2-6-10 36-2-12 3-6-12 38-8-0 2-5-4 44-8-0 6-0-0 4-8-0 4-8-0 12-0-0 7-4-0 18-0-7 6-0-7 24-0-15 6-0-7 30-1-6 6-0-7 32-8-0 2-6-10 38-8-0 6-0-0 44-8-0 6-0-0 1-4-011-4-01-4-02-4-011-4-010.00 12 7.00 12 Plate Offsets (X,Y)-- [4:0-3-4,0-2-4], [9:0-6-4,0-2-0], [14:0-4-0,0-3-0], [16:0-4-0,0-3-4], [21:0-2-12,Edge] LOADING (psf) TCLL 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 0.89 0.93 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.75 0.38 (loc) 16-17 16-17 13 l/defl >999 >706 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 244 lb FT = 20% GRIP 169/123 148/108 LUMBER- TOP CHORD 2x4 SPF-S 1650F 1.6E *Except* 4-7,7-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 16-18: 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF No.2 *Except* 1-21: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-7-11 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 19-20 6-0-0 oc bracing: 14-15. 1 Row at midpt 8-16 WEBS 1 Row at midpt 2-19, 5-19, 6-17, 6-16, 11-13, 9-14 REACTIONS.(lb/size)21=1769/0-8-0, 13=1769/0-3-8 Max Horz 21=180(LC 11) Max Grav 21=1770(LC 17), 13=1814(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3885/153, 2-4=-2529/161, 4-5=-1891/180, 5-6=-2365/182, 6-8=-2041/186, 8-9=-2030/187, 9-11=-2128/229, 11-12=-374/111, 1-21=-1826/89, 12-13=-336/96 BOT CHORD 20-21=-192/270, 19-20=-83/3019, 17-19=0/2328, 16-17=0/2378, 8-16=-260/78, 13-14=-28/1541 WEBS 2-20=0/920, 2-19=-1163/166, 4-19=0/1189, 5-19=-799/53, 5-17=0/373, 6-16=-552/35, 14-16=0/1795, 9-16=-3/1520, 1-20=-86/2961, 11-13=-1937/51, 9-14=-468/12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=45ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 4-9-12, Interior(1) 4-9-12 to 12-0-0, Exterior(2) 12-0-0 to 38-8-12, Interior(1) 38-8-12 to 44-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss G1 Truss Type HIP GIRDER Qty 1 Ply 1 WF53 Job Reference (optional) I40626673 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:42:56 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-LL1JaJZvtkEKuvmPGTiNoCFYNlKmUVd9Wc5QSVzaOqD Scale = 1:43.5 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 22 23 24 4x8 4x8 4x6 5x6 3x6 8x8 2x4 3x6 3x10 4x6 3x10 Special Special Special Special Special Special Special Special Special Special 4-8-14 4-8-14 11-0-0 6-3-2 17-3-2 6-3-2 22-0-0 4-8-14 -1-0-0 1-0-0 4-8-14 4-8-14 11-0-0 6-3-2 17-3-2 6-3-2 22-0-0 4-8-14 23-0-0 1-0-0 1-6-06-2-141-6-06-2-1412.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-1-12], [5:0-6-4,0-1-12], [8:0-4-4,0-2-0], [13:0-4-4,0-2-0] LOADING (psf) TCLL 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-S 0.58 0.58 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.08 -0.14 0.02 (loc) 9-10 9-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 124 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-13,6-8: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-13 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=1977/0-3-8, 8=1976/0-3-8 Max Horz 13=-134(LC 6) Max Uplift 13=-690(LC 8), 8=-689(LC 8) Max Grav 13=2027(LC 29), 8=2026(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1957/706, 3-4=-2012/796, 4-5=-2012/796, 5-6=-1956/705, 2-13=-1854/640, 6-8=-1852/639 BOT CHORD 12-13=-147/260, 10-12=-432/1362, 9-10=-416/1322 WEBS 3-12=-191/422, 3-10=-359/947, 4-10=-415/161, 5-10=-360/949, 5-9=-190/420, 2-12=-390/1210, 6-9=-391/1210 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; partially; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=690, 8=689. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 239 lb down and 152 lb up at 2-0-12, 201 lb down and 70 lb up at 4-0-12, 231 lb down and 135 lb up at 6-0-12, 231 lb down and 135 lb up at 8-0-12, 231 lb down and 135 lb up at 10-0-12, 231 lb down and 135 lb up at 11-11-4, 231 lb down and 135 lb up at 13-11-4, 231 lb down and 135 lb up at 15-11-4, and 201 lb down and 70 lb up at 17-11-4, and 239 lb down and 152 lb up at 19-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 March 17,2020 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 20-1485A Truss G1 Truss Type HIP GIRDER Qty 1 Ply 1 WF53 Job Reference (optional) I40626673 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:42:56 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-LL1JaJZvtkEKuvmPGTiNoCFYNlKmUVd9Wc5QSVzaOqD LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 8-13=-20 Concentrated Loads (lb) Vert: 11=-201(F) 16=-235(F) 17=-201(F) 18=-201(F) 19=-201(F) 20=-201(F) 21=-201(F) 22=-201(F) 23=-201(F) 24=-235(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-1485A Truss G2 Truss Type Half Hip Girder Qty 2 Ply 1 WF53 Job Reference (optional) I40626674 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:07 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-WSBUu4hoI7cnib6WPGOykWCYTACxZaan2qGVLMzaOq2 Scale = 1:22.2 1 2 3 4 6 5 7 8 4x4 2x4 4x4 3x4 3x4 Special Special 6-0-0 6-0-0 -1-0-0 1-0-0 2-7-3 2-7-3 6-0-0 3-4-13 1-4-03-6-010.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-13] LOADING (psf) TCLL 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-S 0.14 0.16 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.05 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=255/Mechanical, 6=342/0-3-8 Max Horz 6=80(LC 8) Max Uplift 5=-132(LC 5), 6=-113(LC 8) Max Grav 5=282(LC 25), 6=355(LC 25) 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=132, 6=113. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 98 lb down and 123 lb up at 2-0-12, and 86 lb down and 110 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 7=-43(B) 8=-28(B) March 17,2020 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 20-1485A Truss G3 Truss Type Half Hip Girder Qty 2 Ply 1 WF53 Job Reference (optional) I40626675 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:08 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-?fls5QiQ2QkdKlhjz_wBHklkxaZRI17wHU?2tozaOq1 Scale = 1:18.2 1 2 3 5 4 6 2x4 4x4 2x4 3x6 Special 1-6-0 1-6-0 2-0-0 0-6-0 -1-0-0 1-0-0 1-6-0 1-6-0 2-0-0 0-6-0 1-6-03-0-012.00 12 LOADING (psf) TCLL 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-S 0.09 0.02 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=61/Mechanical, 5=164/0-3-8 Max Horz 5=87(LC 8) Max Uplift 4=-106(LC 8) Max Grav 4=109(LC 19), 5=164(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; partially; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=106. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 46 lb down and 52 lb up at 1-6-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=-19(B) March 17,2020 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 20-1485A Truss G4 Truss Type GABLE Qty 1 Ply 1 WF53 Job Reference (optional) I40626676 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:10 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-x1tcW6kha2?LZ2r55PyfM9qyOO58mqjDlnU9yhzaOq? Scale = 1:76.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 39 38 37 36 35 34 33 32 31 30 29 28 27 26 2547 40 41 42 49 43 44 45 46 48 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 3x6 6x8 3x6 4x6 3x6 3x6 3x4 4x4 4x8 3x6 3x6 4x4 4x4 3x4 4x6 3x6 3x4 4x6 4x6 Special Special Special Special Special Special Special 7-4-0 7-4-0 14-8-0 7-4-0 22-0-0 7-4-0 24-11-6 2-11-6 27-10-12 2-11-6 32-3-8 4-4-12 35-10-0 3-6-8 35-11-8 0-1-8 36-11-0 0-11-8 -1-0-0 1-0-0 5-6-0 5-6-0 10-6-0 5-0-0 21-2-6 10-8-6 22-0-0 0-9-10 24-11-6 2-11-6 27-10-12 2-11-6 32-3-8 4-4-12 35-10-0 3-6-8 36-11-0 1-1-0 37-8-12 0-9-12 1-6-012-0-00-5-122-6-012-0-012.00 12 Plate Offsets (X,Y)-- [5:0-6-4,0-1-12], [16:0-3-0,0-1-12], [23:0-3-10,0-2-0], [30:0-2-6,0-2-0] LOADING (psf) TCLL 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-S 0.61 0.64 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.16 -0.26 0.20 (loc) 28 29 25 l/defl >999 >641 n/a L/d 240 180 n/a PLATES MT20 Weight: 282 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 30-34,23-30: 2x6 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-16. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 35-47,34-47. 1 Row at midpt 12-34 WEBS 1 Row at midpt 14-32, 3-39, 35-46 JOINTS 1 Brace at Jt(s): 40, 41, 42, 43, 44, 50 REACTIONS.(lb/size)39=1131/0-3-8, 35=952/0-3-8, 25=984/0-3-0 Max Horz 39=-203(LC 30) Max Uplift 39=-123(LC 8), 25=-456(LC 8) Max Grav 39=1170(LC 36), 35=1082(LC 13), 25=984(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-321/162, 3-5=-1136/290, 5-6=-718/224, 6-7=-514/366, 7-8=-514/366, 8-9=-514/366, 9-11=-515/365, 11-12=-513/366, 12-13=-536/373, 13-14=-536/373, 14-15=-536/373, 15-16=-536/373, 16-17=-670/430, 17-18=-776/467, 18-20=-742/390, 20-21=-746/354, 21-22=-707/302, 22-23=-643/244, 2-39=-377/151 BOT CHORD 38-39=-70/859, 36-38=-43/674, 35-36=-28/757, 34-47=-481/117, 12-34=-491/98, 33-34=-141/476, 32-33=-141/476, 31-32=-141/476, 29-31=-141/476, 28-29=-141/476, 27-28=-141/476, 26-27=-141/476, 25-26=-141/476, 23-25=-141/476 WEBS 15-31=-248/301, 6-44=-691/111, 43-44=-648/102, 43-46=-705/112, 42-46=-347/1054, 40-42=-312/896, 40-48=-307/897, 47-48=-309/910, 3-39=-1054/22, 5-38=-77/520, 35-46=-1462/182, 5-36=-10/351 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Vertical gable studs spaced at 2-0-0 oc and horizontal gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 39=123, 25=456. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 March 17,2020 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 20-1485A Truss G4 Truss Type GABLE Qty 1 Ply 1 WF53 Job Reference (optional) I40626676 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:10 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-x1tcW6kha2?LZ2r55PyfM9qyOO58mqjDlnU9yhzaOq? NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 26 lb down and 67 lb up at 22-10-4, 26 lb down and 67 lb up at 24-10-4, 26 lb down and 67 lb up at 26-10-4, 26 lb down and 67 lb up at 28-10-4, 26 lb down and 67 lb up at 30-10-4, and 26 lb down and 67 lb up at 32-10-4, and 138 lb up at 33-6-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-16=-60, 16-24=-60, 35-39=-20, 23-34=-20 Concentrated Loads (lb) Vert: 30=-10(F) 59=-10(F) 60=-10(F) 61=-10(F) 62=-10(F) 63=-10(F) 64=53(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-1485A Truss G5 Truss Type Common Girder Qty 1 Ply 2 WF53 Job Reference (optional) I40626677 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:11 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-PER_kSkJLL7CBCQIe6TuvMNBxoROVFVNzREiU7zaOq_ Scale = 1:56.0 1 2 3 4 5 6 7 13 12 11 10 9 8141516 5x6 6x8 6x18 10x12 3x6 8x8 3x6 8x8 6x18 Special Special Special Special 3-8-10 3-8-10 7-1-12 3-5-2 10-6-14 3-5-2 14-3-8 3-8-10 -1-0-0 1-0-0 3-8-10 3-8-10 7-1-12 3-5-2 10-6-14 3-5-2 14-3-8 3-8-10 15-3-8 1-0-0 1-6-08-7-121-6-012.00 12 Plate Offsets (X,Y)-- [8:1-4-1,0-3-0], [9:0-3-8,0-6-0], [11:0-6-0,0-6-4], [12:0-3-8,0-6-0], [13:1-4-1,0-3-0] LOADING (psf) TCLL 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-S 0.30 0.70 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.01 (loc) 11-12 11-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 223 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=5087/0-3-8 (req. 0-4-0), 13=3721/0-3-8 Max Horz 13=-143(LC 6) Max Uplift 13=-185(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3904/256, 3-4=-3778/142, 4-5=-3777/143, 5-6=-4776/0, 2-13=-3713/247, 6-8=-4486/0 BOT CHORD 11-12=-139/2694, 9-11=0/3307, 8-9=0/259 WEBS 4-11=-150/5033, 5-11=-1245/0, 5-9=0/1634, 3-11=-157/275, 3-12=-281/102, 2-12=-118/2691, 6-9=0/3199 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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) WARNING: Required bearing size at joint(s) 8 greater than input bearing size. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=185. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3248 lb down and 940 lb up at 6-1-8, 1449 lb down at 8-0-12, and 1515 lb down at 10-0-12, and 1516 lb down at 12-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 6-7=-60, 8-13=-20 Continued on page 2 March 17,2020 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 20-1485A Truss G5 Truss Type Common Girder Qty 1 Ply 2 WF53 Job Reference (optional) I40626677 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:11 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-PER_kSkJLL7CBCQIe6TuvMNBxoROVFVNzREiU7zaOq_ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-1434(F) 14=-3248(F) 15=-1434(F) 16=-1434(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-1485A Truss G6 Truss Type Hip Girder Qty 1 Ply 2 WF53 Job Reference (optional) I40626678 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:12 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-tQ_Nxnlx6fF3pM?UCq_7RawFoBntEfmWC5zG?ZzaOpz Scale = 1:66.3 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 5x6 3x6 5x8 3x4 4x8 4x8 4x4 3x10 2x4 2x4 4x8 4x4 4x4 4x4 5x12 MT20HS 5x12 MT20HS4x8 Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special 7-3-8 7-3-8 14-8-7 7-4-14 21-11-9 7-3-2 29-4-8 7-4-14 36-8-0 7-3-8 -1-0-0 1-0-0 3-9-8 3-9-8 7-3-8 3-6-0 14-8-7 7-4-14 21-11-9 7-3-2 29-4-8 7-4-14 32-10-8 3-6-0 36-8-0 3-9-8 1-4-07-4-151-4-07-4-1510.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [4:0-4-4,0-2-0], [8:0-6-4,0-2-0] LOADING (psf) TCLL 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-S 0.74 0.69 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.14 -0.30 0.08 (loc) 14-15 14-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 405 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-11 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)18=3368/0-3-8, 11=3268/Mechanical Max Horz 18=118(LC 24) Max Uplift 18=-864(LC 8), 11=-920(LC 8) Max Grav 18=3368(LC 1), 11=3334(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-631/200, 3-4=-3806/1085, 4-5=-2952/870, 5-7=-4449/1335, 7-8=-4449/1335, 8-9=-3880/1146, 9-10=-562/204, 2-18=-567/171, 10-11=-440/143 BOT CHORD 17-18=-677/2684, 15-17=-1190/4514, 14-15=-1190/4514, 12-14=-773/2943, 11-12=-723/2655 WEBS 3-17=-143/470, 4-17=-629/2117, 5-17=-2183/634, 5-15=-354/1151, 7-14=-451/90, 8-14=-588/2095, 8-12=-264/754, 9-12=-149/461, 3-18=-3342/863, 9-11=-3449/921 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=864, 11=920. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 March 17,2020 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 20-1485A Truss G6 Truss Type Hip Girder Qty 1 Ply 2 WF53 Job Reference (optional) I40626678 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:13 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-LcYl97mZtzNwQWagmXVM_nSQYb76z50gRljpY?zaOpy NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 233 lb down and 101 lb up at 2-0-12, 201 lb down and 53 lb up at 4-0-12, 201 lb down and 83 lb up at 6-0-12, 208 lb down and 115 lb up at 8-0-12, 208 lb down and 115 lb up at 10-0-12, 208 lb down and 115 lb up at 12-0-12, 208 lb down and 115 lb up at 14-0-12, 208 lb down and 115 lb up at 16-0-12, 208 lb down and 115 lb up at 18-0-12, 208 lb down and 115 lb up at 18-7-4, 208 lb down and 115 lb up at 20-7-4, 208 lb down and 115 lb up at 22-7-4, 208 lb down and 115 lb up at 24-7-4, 208 lb down and 115 lb up at 26-7-4, 208 lb down and 115 lb up at 28-7-4, 208 lb down and 115 lb up at 30-7-4, and 208 lb down and 115 lb up at 32-7-4, and 208 lb down and 115 lb up at 34-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-8=-60, 8-10=-60, 11-18=-20 Concentrated Loads (lb) Vert: 16=-201(B) 13=-201(B) 21=-233(B) 22=-201(B) 23=-201(B) 24=-201(B) 25=-201(B) 27=-201(B) 28=-201(B) 29=-201(B) 30=-201(B) 31=-201(B) 32=-201(B) 34=-201(B) 35=-201(B) 36=-201(B) 37=-201(B) 38=-201(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 20-1485A Truss G7 Truss Type Piggyback Base Girder Qty 1 Ply 2 WF53 Job Reference (optional) I40626679 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:14 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-pp67MTnBeGVn2g8tKF0bW??hZ?U4ig7pfPSN4SzaOpx Scale = 1:77.9 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 25 26 27 28 3x6 5x8 5x8 3x6 5x6 4x8 3x6 4x6 4x4 4x8 2x4 4x4 3x6 4x6 4x6 5x6 4x6 4x8 Special Special Special Special Special Special Special Special Special Special 6-1-12 6-1-12 12-0-0 5-10-4 18-4-0 6-4-0 24-8-0 6-4-0 30-6-4 5-10-4 36-8-0 6-1-12 6-1-12 6-1-12 12-0-0 5-10-4 18-4-0 6-4-0 24-8-0 6-4-0 30-6-4 5-10-4 36-8-0 6-1-12 1-4-011-4-01-4-011-4-010.00 12 Plate Offsets (X,Y)-- [4:0-6-4,0-2-0], [6:0-6-4,0-2-0], [10:Edge,0-3-8] LOADING (psf) TCLL 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-S 0.34 0.58 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.19 0.04 (loc) 12-14 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 453 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)18=3128/0-3-8, 10=2404/0-3-8 Max Horz 18=-176(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3684/0, 2-4=-3205/0, 4-5=-2719/20, 5-6=-2719/20, 6-8=-2897/52, 8-9=-2934/0, 1-18=-2879/0, 9-10=-2314/0 BOT CHORD 17-18=-90/411, 16-17=0/2760, 14-16=0/2382, 12-14=0/2132, 11-12=0/2174 WEBS 2-17=0/359, 2-16=-558/0, 4-16=0/1085, 4-14=-185/798, 5-14=-412/79, 6-14=0/1267, 6-12=-54/556, 8-12=-290/203, 8-11=-311/74, 1-17=0/2491, 9-11=0/2001 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 198 lb down at 2-0-12, 198 lb down at 4-0-12, 198 lb down at 6-0-12, 198 lb down at 8-0-12, 198 lb down at 10-0-12, 198 lb down at 12-0-12, 198 lb down at 14-0-12, 198 lb down at 16-0-12, and 198 lb down at 18-0-12, and 862 lb down and 187 lb up at 20-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-6=-60, 6-9=-60, 10-18=-20 Continued on page 2 March 17,2020 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 20-1485A Truss G7 Truss Type Piggyback Base Girder Qty 1 Ply 2 WF53 Job Reference (optional) I40626679 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:14 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-pp67MTnBeGVn2g8tKF0bW??hZ?U4ig7pfPSN4SzaOpx LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 15=-198(F) 17=-198(F) 16=-198(F) 14=-198(F) 21=-198(F) 22=-198(F) 23=-198(F) 24=-198(F) 25=-198(F) 26=-837(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-1485A Truss G8 Truss Type Half Hip Girder Qty 2 Ply 1 WF53 Job Reference (optional) I40626680 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:15 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-H?gVZpoqPadegpj3tyYq3CYstPxwRBAyu3CwcuzaOpw Scale = 1:19.0 1 2 3 4 7 6 5 8 9 4x8 2x4 4x4 2x4 3x4 3x6 Special Special Special 1-4-14 1-4-14 6-0-0 4-7-2 -1-0-0 1-0-0 1-4-14 1-4-14 6-0-0 4-7-2 1-6-02-10-1412.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-2-0] LOADING (psf) TCLL 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-S 0.37 0.09 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=253/Mechanical, 7=341/0-3-8 Max Horz 7=69(LC 8) Max Uplift 5=-81(LC 5), 7=-88(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-358/104 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 37 lb down and 45 lb up at 1-6-0, and 37 lb down and 53 lb up at 2-0-12, and 37 lb down and 53 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-13(B) 8=-28(B) 9=-28(B) March 17,2020 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 20-1485A Truss G9 Truss Type Hip Girder Qty 1 Ply 1 WF53 Job Reference (optional) I40626681 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:16 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-mBEtn9oSAulVHzIFRf33cQ4yLp8OAbf67jxT8KzaOpv Scale = 1:38.4 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 18 19 20 21 4x6 4x6 7x16 4x6 4x8 3x4 4x8 7x16 Special Special Special Special Special Special Special Special Special 5-10-12 5-10-12 14-1-4 8-2-9 20-0-0 5-10-12 -1-0-0 1-0-0 5-10-12 5-10-12 10-0-0 4-1-4 14-1-4 4-1-4 20-0-0 5-10-12 1-4-06-2-151-4-06-2-1510.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-8], [3:0-4-4,0-2-0], [5:0-4-4,0-2-0], [6:1-2-6,Edge] LOADING (psf) TCLL 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-S 0.64 0.65 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.10 -0.19 0.02 (loc) 8-10 8-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 107 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-5 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=1591/0-3-8, 7=1517/0-3-8 Max Horz 11=-114(LC 6) Max Uplift 11=-517(LC 8), 7=-493(LC 8) Max Grav 11=1611(LC 29), 7=1545(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1687/563, 3-4=-1261/489, 4-5=-1264/489, 5-6=-1679/556, 2-11=-1436/464, 6-7=-1372/439 BOT CHORD 10-11=-181/355, 8-10=-404/1315 WEBS 3-10=-263/761, 5-8=-264/747, 2-10=-275/994, 6-8=-303/1037 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; partially; MWFRS (directional); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=517, 7=493. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 197 lb down and 140 lb up at 2-0-12, 153 lb down and 60 lb up at 4-0-12, 162 lb down and 103 lb up at 6-0-12, 162 lb down and 103 lb up at 8-0-12, 162 lb down and 103 lb up at 10-0-0, 162 lb down and 103 lb up at 11-11-4, 162 lb down and 103 lb up at 13-11-4, and 153 lb down and 60 lb up at 15-11-4, and 197 lb down and 140 lb up at 17-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 7-11=-20 Continued on page 2 March 17,2020 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 20-1485A Truss G9 Truss Type Hip Girder Qty 1 Ply 1 WF53 Job Reference (optional) I40626681 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:16 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-mBEtn9oSAulVHzIFRf33cQ4yLp8OAbf67jxT8KzaOpv LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 9=-153(B) 10=-153(B) 8=-153(B) 14=-196(B) 15=-153(B) 17=-153(B) 19=-153(B) 20=-153(B) 21=-196(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 20-1485A Truss G10 Truss Type Half Hip Girder Qty 2 Ply 1 WF53 Job Reference (optional) I40626682 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:42:56 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-LL1JaJZvtkEKuvmPGTiNoCFfRlS?Ub79Wc5QSVzaOqD Scale = 1:17.3 1 2 3 4 6 5 7 8 9 6x8 2x4 4x4 2x4 4x4 Special Special Special 4-10-0 4-10-0 -1-0-0 1-0-0 1-4-14 1-4-14 4-10-0 3-5-2 1-6-02-10-1412.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-2-0] LOADING (psf) TCLL 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-S 0.19 0.12 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.02 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=216/Mechanical, 6=289/0-3-8 Max Horz 6=112(LC 8) Max Uplift 5=-120(LC 5), 6=-81(LC 8) Max Grav 5=236(LC 25), 6=289(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; partially; MWFRS (directional); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 5=120. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 37 lb down and 45 lb up at 1-6-0, and 37 lb down and 53 lb up at 2-0-12, and 39 lb down and 51 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 7=-13(F) 8=-28(F) 9=-31(F) March 17,2020 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 20-1485A Truss G11 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 2 WF53 Job Reference (optional) I40626683 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:42:58 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-Hk84??a9PMU27CwoOtkrtdLuxYyCyJdS_waWXNzaOqB Scale = 1:87.4 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 27 28 29 30 31 32 33 34 35 36 37 38 8x8 8x8 8x8 5x8 3x6 5x6 8x12 6x8 2x4 2x4 4x8 2x4 5x6 5x8 3x4 10x12 6x8 3x6 4x6 5x8 4x4 4x6 Special Special Special Special Special Special Special Special Special Special Special Special Special Special 4-8-0 4-8-0 11-3-8 6-7-8 20-0-0 8-8-8 28-1-0 8-1-0 32-8-0 4-7-0 38-6-4 5-10-4 44-8-0 6-1-12 -1-0-0 1-0-0 4-8-0 4-8-0 7-3-8 2-7-8 11-3-8 4-0-0 15-3-8 4-0-0 20-0-0 4-8-8 24-0-8 4-0-8 28-1-0 4-0-8 32-8-0 4-7-0 38-6-4 5-10-4 44-8-0 6-1-12 45-8-0 1-0-0 1-4-07-4-1511-4-01-4-02-4-011-4-010.00 12 7.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-2-15,Edge], [6:0-2-4,Edge], [9:0-6-0,0-1-12], [12:0-2-14,0-2-0], [14:Edge,0-3-8], [19:0-2-4,0-5-0], [24:0-1-11,Edge] LOADING (psf) TCLL 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-S 0.64 0.84 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.64 0.41 (loc) 20-22 20-22 14 l/defl >999 >835 n/a L/d 240 180 n/a PLATES MT20 Weight: 628 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 21-23,19-21: 2x8 SP No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-8 max.): 4-5, 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 8-19 REACTIONS.(lb/size)24=3952/0-8-0, 14=3169/0-3-8 Max Horz 24=-198(LC 6) Max Uplift 24=-898(LC 8), 14=-513(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8516/1894, 3-4=-8311/1949, 4-5=-7209/1743, 5-6=-6675/1574, 6-7=-5108/1252, 7-8=-4661/1040, 8-9=-4629/1031, 9-11=-3855/821, 11-12=-3838/677, 2-24=-3844/884, 12-14=-3080/537 BOT CHORD 23-24=-270/636, 22-23=-1044/5066, 20-22=-1819/8439, 19-20=-901/4943, 15-17=-415/2860, 14-15=-45/264 WEBS 4-23=-643/2807, 4-22=-809/3257, 5-22=-1867/368, 5-20=-4669/1153, 6-20=-942/3940, 7-20=-303/488, 7-19=-698/267, 17-19=-462/3166, 9-19=-819/3928, 9-17=-1445/357, 11-17=-313/234, 11-15=-385/156, 12-15=-375/2636, 2-23=-1338/6360 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=45ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Bearing at joint(s) 24 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 24=898, 14=513. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 March 17,2020 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 20-1485A Truss G11 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 2 WF53 Job Reference (optional) I40626683 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:42:58 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-Hk84??a9PMU27CwoOtkrtdLuxYyCyJdS_waWXNzaOqB NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 230 lb down and 107 lb up at 2-0-12, 201 lb down and 54 lb up at 4-0-12, 201 lb down and 88 lb up at 6-0-12, 211 lb down and 111 lb up at 7-11-4, 202 lb down and 111 lb up at 10-0-12, 202 lb down and 111 lb up at 12-0-12, 202 lb down and 111 lb up at 14-0-12, 202 lb down and 111 lb up at 16-0-12, 202 lb down and 111 lb up at 18-0-12, 202 lb down and 111 lb up at 20-0-12, 202 lb down and 111 lb up at 22-0-12, 202 lb down and 111 lb up at 24-0-12, and 202 lb down and 111 lb up at 26-0-12, and 811 lb down and 180 lb up at 28-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 5-6=-60, 6-9=-60, 9-12=-60, 12-13=-60, 23-24=-20, 19-23=-20, 14-18=-20 Concentrated Loads (lb) Vert: 21=-198(B) 20=-198(B) 19=-808(B) 27=-230(B) 28=-201(B) 29=-201(B) 30=-208(B) 31=-198(B) 32=-198(B) 33=-198(B) 34=-198(B) 35=-198(B) 36=-198(B) 37=-198(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 20-1485A Truss G12 Truss Type Flat Girder Qty 1 Ply 1 WF53 Job Reference (optional) I40626684 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:42:59 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-lwiSDLbnAfcvlMV_xbF4Pqt4jyHUhwmcDaK43pzaOqA Scale = 1:97.412 4 3 5 6 7 8 9 4x8 2x4 4x8 3x6 4x4 3x4 Special Special 5-9-0 5-9-0 2-10-8 2-10-8 5-9-0 2-10-8 15-0-9Plate Offsets (X,Y)-- [6:0-4-0,0-1-12] LOADING (psf) TCLL 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-S 0.57 0.90 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.13 -0.00 (loc) 3-4 3-4 3 l/defl >999 >520 n/a L/d 240 180 n/a PLATES MT20 Weight: 82 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-11-4 oc bracing. WEBS 1 Row at midpt 3-5, 2-5 REACTIONS.(lb/size)4=857/Mechanical, 3=828/Mechanical Max Uplift 4=-167(LC 4), 3=-160(LC 4) Max Grav 4=905(LC 25), 3=845(LC 25) 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=167, 3=160. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 631 lb down and 157 lb up at 1-9-12, and 659 lb down and 157 lb up at 3-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 7=-624(B) 9=-624(B) March 17,2020 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 20-1485A Truss G13 Truss Type Half Hip Girder Qty 1 Ply 1 WF53 Job Reference (optional) I40626685 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:00 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-E6GqQhcPxzkmMW4AVImJy2QIgMq7QOMlRE3dbGzaOq9 Scale = 1:19.1 1 2 3 4 7 6 5 8 9 2x4 4x4 2x4 4x8 4x8 3x6 Special 1-9-0 1-9-0 6-0-0 4-3-0 -1-0-0 1-0-0 1-4-14 1-4-14 6-0-0 4-7-2 1-6-02-10-142-0-100-10-312.00 12 7.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-2-0], [6:0-5-4,0-2-4] LOADING (psf) TCLL 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-S 0.37 0.11 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=250/Mechanical, 7=335/0-3-8 Max Horz 7=69(LC 8) Max Uplift 5=-87(LC 5), 7=-94(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-264/133, 2-7=-319/143 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 lb down and 51 lb up at 1-9-0, and 36 lb down and 53 lb up at 2-0-12, and 36 lb down and 53 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Special hanger(s) or other connection device(s) shall be provided at 2-10-14 from the left end sufficient to connect truss(es) to front face of bottom chord. The design/selection of such special connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 6-7=-20, 5-6=-20 Concentrated Loads (lb) Vert: 6=-8(F) 8=-25(F) 9=-25(F) March 17,2020 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 20-1485A Truss G14 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 1 WF53 Job Reference (optional) I40626686 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:02 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-AVObrNegTa_UcqEZdjpn1TVUY9LAu4M2vYYkg8zaOq7 Scale = 1:108.4 1 2 3 4 5 6 7 8 9 10 11 12 25 24 22 21 23 20 19 18 17 16 15 14 13 26 27 28 29 30 31 32 33 34 35 12x18 MT20HS 12x18 MT20HS 10x12 4x6 8x8 5x6 5x10 10x12 12x18 MT20HS 8x8 4x6 7x16 2x4 4x8 6x18 5x12 MT20HS 2x4 4x6 2x4 2x4 4x8 4x6 2x4 6x8 Special Special Special Special Special Special 0-7-8 0-7-8 4-7-8 4-0-0 11-3-8 6-8-0 11-7-8 0-4-0 14-3-12 2-8-4 17-4-0 3-0-4 24-2-11 6-10-11 31-1-5 6-10-11 35-0-5 3-11-0 38-0-0 2-11-11 45-10-0 7-10-0 -1-0-0 1-0-0 4-7-8 4-7-8 6-3-8 1-8-0 11-3-8 5-0-0 11-7-8 0-4-0 14-3-12 2-8-4 24-2-11 9-10-15 31-1-5 6-10-11 38-0-0 6-10-11 45-10-0 7-10-0 1-4-06-6-1511-4-04-9-112-4-011-4-010.00 12 7.00 12 Plate Offsets (X,Y)-- [2:0-6-15,0-3-0], [4:0-4-8,Edge], [5:0-7-0,0-3-0], [7:0-3-8,Edge], [9:0-3-0,Edge], [11:0-4-12,0-1-12], [12:0-2-12,0-1-8], [13:0-5-8,Edge], [21:0-3-2,0-5-8], [22:0-6-4,0-3-0], [24:0-3-4,0-5-0], [25:0-7-9,0-1-7] LOADING (psf) TCLL 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-S 0.98 0.71 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.39 -0.95 0.50 (loc) 23 23 13 l/defl >999 >573 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 365 lb FT = 20% GRIP 169/123 127/93 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-4: 2x6 SP No.1, 4-5: 2x8 SP No.2, 11-12: 2x4 SP 2400F 2.0E 9-11: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 21-24: 2x8 SP 2250F 1.8E WEBS 2x4 SPF No.2 *Except* 2-25: 2x8 SP No.2, 2-24,6-20: 2x4 SPF-S 1650F 1.6E 5-22: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-13 oc purlins, except end verticals, and 2-0-0 oc purlins (2-8-0 max.): 4-5, 7-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 12-13, 7-19, 11-14, 10-16, 8-16 2 Rows at 1/3 pts 5-21 JOINTS 1 Brace at Jt(s): 21 REACTIONS.(lb/size)25=3676/0-7-8, 13=2255/0-3-8 (req. 0-3-9) Max Horz 25=-161(LC 6) Max Uplift 25=-75(LC 8) Max Grav 25=3676(LC 1), 13=2257(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7981/83, 3-4=-7491/137, 4-5=-8296/0, 5-6=-5745/0, 6-7=-5748/0, 7-8=-2970/0, 8-10=-2305/26, 10-11=-2299/26, 11-12=-1990/10, 2-25=-3817/113, 12-13=-2192/0 BOT CHORD 24-25=-201/951, 22-24=0/5063, 21-22=0/8588, 22-23=0/2448, 20-23=0/2365, 19-20=0/2382, 17-19=0/2842, 16-17=0/2842, 14-16=0/1427 WEBS 4-24=-293/2243, 4-22=0/3918, 8-17=0/374, 3-24=0/575, 2-24=0/5519, 5-22=0/2006, 5-21=-7034/0, 21-23=-3422/0, 7-19=-504/85, 19-21=0/799, 7-21=0/4058, 12-14=0/1615, 11-14=-623/43, 10-16=-405/77, 11-16=0/1670, 8-19=-281/376, 8-16=-1035/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 22 = 8% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) WARNING: Required bearing size at joint(s) 13 greater than input bearing size. 9) Bearing at joint(s) 25 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 March 17,2020 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 20-1485A Truss G14 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 1 WF53 Job Reference (optional) I40626686 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:02 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-AVObrNegTa_UcqEZdjpn1TVUY9LAu4M2vYYkg8zaOq7 NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 199 lb down and 113 lb up at 2-0-12, 167 lb down and 58 lb up at 4-0-12, 178 lb down and 98 lb up at 6-0-12, 179 lb down and 102 lb up at 8-0-12, and 179 lb down and 102 lb up at 10-0-12, and 1380 lb down at 11-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 5-7=-60, 7-11=-60, 11-12=-60, 24-25=-20, 22-24=-20, 13-23=-20 Concentrated Loads (lb) Vert: 28=-199(F) 29=-167(F) 30=-175(F) 31=-175(F) 32=-175(F) 33=-1325(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-1485A Truss G15 Truss Type Flat Girder Qty 1 Ply 1 WF53 Job Reference (optional) I40626687 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:03 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-ehyz2ieIEu6LEzplARK0ag2l5ZkEdi_B7CIHCbzaOq6 Scale = 1:38.0 1 2 3 6 5 4 7 8 3x6 4x6 3x6 10x12 2x4 4x6 Special Special 2-7-0 2-7-0 5-2-0 2-7-0 2-7-0 2-7-0 5-2-0 2-7-0 6-3-9Plate Offsets (X,Y)-- [5:0-6-0,0-6-4] LOADING (psf) TCLL 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-S 0.61 0.53 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 54 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=1736/0-3-8, 4=1344/Mechanical Max Grav 6=1818(LC 2), 4=1400(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-1065/0, 1-2=-420/0, 2-3=-420/0, 3-4=-1065/0 WEBS 1-5=0/1091, 3-5=0/1091 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1438 lb down at 1-2-12, and 1438 lb down at 3-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 7=-1345(F) 8=-1345(F) March 17,2020 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 20-1485A Truss G16 Truss Type Half Hip Girder Qty 1 Ply 1 WF53 Job Reference (optional) I40626688 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:03 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-ehyz2ieIEu6LEzplARK0ag2r_ZrSdmWB7CIHCbzaOq6 Scale = 1:19.1 1 2 3 4 7 6 5 8 2x4 4x4 2x4 4x8 4x8 3x6 Special 1-9-8 1-9-8 5-2-0 3-4-8 -1-0-0 1-0-0 1-4-14 1-4-14 5-2-0 3-9-2 1-6-02-10-142-0-60-10-812.00 12 7.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-2-0], [6:0-5-4,0-2-4] LOADING (psf) TCLL 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-S 0.23 0.07 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=219/Mechanical, 7=299/0-3-8 Max Horz 7=91(LC 8) Max Uplift 5=-93(LC 5), 7=-74(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-283/130 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 94 lb up at 1-9-8, and 36 lb down and 53 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Special hanger(s) or other connection device(s) shall be provided at 2-11-2 from the left end sufficient to connect truss(es) to back face of bottom chord. The design/selection of such special connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 6-7=-20, 5-6=-20 Concentrated Loads (lb) Vert: 6=-33(B) 8=-26(B) March 17,2020 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 20-1485A Truss G17 Truss Type Hip Girder Qty 1 Ply 1 WF53 Job Reference (optional) I40626689 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:05 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-a43jTOgYmVM3THy8IsMUf5792NJp5RFUbWnOGTzaOq4 Scale = 1:41.0 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 22 8x8 8x8 4x6 8x8 8x8 8x8 8x8 4x6 3x4 4x8 4x8 Special Special Special Special Special Special Special Special Special 0-3-4 0-3-4 0-10-0 0-6-12 6-4-3 5-6-3 12-7-13 6-3-9 18-2-0 5-6-3 18-8-12 0-6-12 19-0-0 0-3-4 -0-9-12 0-9-12 4-9-4 4-9-4 9-6-0 4-8-12 14-2-12 4-8-12 19-0-0 4-9-4 19-9-12 0-9-12 1-3-126-1-01-3-122-0-06-1-012.00 12 4.35 12 Plate Offsets (X,Y)-- [3:0-6-4,0-1-12], [5:0-6-4,0-1-12], [8:0-4-4,0-2-0], [13:0-4-4,0-2-0] LOADING (psf) TCLL 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-S 0.33 0.97 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.15 -0.25 0.11 (loc) 10-11 10-11 8 l/defl >999 >904 n/a L/d 240 180 n/a PLATES MT20 Weight: 105 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-13,6-8: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-4 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 7-9-10 oc bracing. REACTIONS.(lb/size)13=1732/0-3-8, 8=1732/0-3-8 Max Horz 13=127(LC 7) Max Uplift 13=-630(LC 8), 8=-630(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1096/496, 3-4=-2001/797, 4-5=-2001/778, 5-6=-1096/496, 2-13=-1810/677, 6-8=-1810/677 BOT CHORD 12-13=-142/277, 11-12=-567/1547, 10-11=-769/2136, 9-10=-537/1547 WEBS 3-12=-1209/400, 3-11=-641/1580, 5-10=-657/1580, 5-9=-1209/442, 2-12=-446/1052, 6-9=-450/1052 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=630, 8=630. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 231 lb down and 139 lb up at 2-0-12, 199 lb down and 93 lb up at 4-0-12, 199 lb down and 115 lb up at 6-4-3, 199 lb down and 116 lb up at 8-0-12, 199 lb down and 116 lb up at 9-6-0, 199 lb down and 116 lb up at 10-11-4, 199 lb down and 115 lb up at 12-7-13, and 199 lb down and 93 lb up at 14-11-4, and 231 lb down and 139 lb up at 16-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 12-13=-20, 11-12=-20, 10-11=-20, 9-10=-20, 8-9=-20 Continued on page 2 March 17,2020 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 20-1485A Truss G17 Truss Type Hip Girder Qty 1 Ply 1 WF53 Job Reference (optional) I40626689 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:05 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-a43jTOgYmVM3THy8IsMUf5792NJp5RFUbWnOGTzaOq4 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=-199(F) 10=-199(F) 16=-231(F) 17=-199(F) 18=-199(F) 19=-199(F) 20=-199(F) 21=-199(F) 22=-231(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-1485A Truss G18 Truss Type Half Hip Girder Qty 2 Ply 1 WF53 Job Reference (optional) I40626690 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:06 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-2Gd5hkhAXpUw5RXKsZtjCJgNjntpq7AeqAWxpvzaOq3 Scale = 1:19.9 1 2 3 4 8 7 6 5 9 10 5x6 2x4 4x4 2x4 4x4 5x6 3x10 Special 0-3-4 0-3-4 0-10-0 0-6-12 1-6-7 0-8-7 6-0-0 4-5-9 -0-9-12 0-9-12 2-5-8 2-5-8 6-0-0 3-6-8 1-2-23-2-112-9-10-5-103-2-1110.00 12 8.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0], [6:0-3-0,0-3-8], [7:0-2-0,0-1-5] LOADING (psf) TCLL 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-S 0.14 0.09 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-8: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=251/Mechanical, 8=331/0-3-8 Max Horz 8=97(LC 21) Max Uplift 5=-134(LC 5), 8=-115(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-260/168, 2-8=-329/171 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=134, 8=115. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 58 lb down and 95 lb up at 2-0-12, and 46 lb down and 63 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Special hanger(s) or other connection device(s) shall be provided at 3-0-12 from the left end sufficient to connect truss(es) to back face of bottom chord. The design/selection of such special connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 7-8=-20, 6-7=-20, 5-6=-20 Concentrated Loads (lb) Vert: 9=-44(B) 10=-25(B) March 17,2020 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 20-1485A Truss G19 Truss Type Half Hip Girder Qty 2 Ply 1 WF53 Job Reference (optional) I40626691 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:06 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-2Gd5hkhAXpUw5RXKsZtjCJgOhnu0q7ieqAWxpvzaOq3 Scale = 1:17.3 1 2 3 5 4 6 2x4 3x10 2x4 4x4 Special 0-3-4 0-3-4 2-0-0 1-8-12 -0-9-12 0-9-12 1-6-6 1-6-6 2-0-0 0-5-10 1-3-122-10-22-5-10-5-12-6-50-3-1312.00 12 4.35 12 LOADING (psf) TCLL 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-S 0.08 0.01 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-5: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=152/0-3-8, 4=64/Mechanical Max Horz 5=79(LC 8) Max Uplift 4=-91(LC 8) Max Grav 5=152(LC 1), 4=70(LC 25) 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 25 lb down and 37 lb up at 1-6-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=-24(F) March 17,2020 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 20-1485A Truss GD1 Truss Type Roof Special Girder Qty 1 Ply 2 WF53 Job Reference (optional) I40626692 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:18 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-iaMeCrqiiV?DXHSeZ45XhrALQctKeQqPa1QaDDzaOpt Scale = 1:87.2 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 5x8 3x6 5x6 5x6 3x6 4x4 4x8 4x4 5x8 2x4 5x8 2x4 4x8 4x4 4x4 4x6 4x4 3x4 4x8 4x8 Special Special Special Special Special Special Special Special Special Special Special Special 7-3-8 7-3-8 16-0-10 8-9-2 24-9-12 8-9-2 31-11-8 7-1-12 38-2-0 6-2-8 44-8-0 6-6-0 -1-0-0 1-0-0 7-3-8 7-3-8 16-0-10 8-9-2 24-9-12 8-9-2 31-11-8 7-1-12 34-8-0 2-8-8 39-6-4 4-10-4 44-8-0 5-1-12 45-8-0 1-0-0 1-4-07-4-159-8-01-4-07-4-1510.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-6-4,0-2-0] LOADING (psf) TCLL 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-S 0.48 0.49 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.08 -0.15 0.01 (loc) 17-19 17-19 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 503 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)22=2071/0-3-8, 17=3421/0-3-8, 13=649/0-3-8 Max Horz 22=167(LC 7) Max Uplift 22=-493(LC 8), 17=-700(LC 8), 13=-76(LC 25) Max Grav 22=2079(LC 17), 17=3546(LC 29), 13=750(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2188/583, 3-4=-1602/540, 4-6=-1602/540, 6-7=-392/196, 7-8=-560/300, 8-10=-717/198, 10-11=-252/118, 2-22=-1767/453, 11-13=-314/113 BOT CHORD 21-22=-168/553, 19-21=-370/1676, 17-19=-524/186, 16-17=-524/186, 14-16=-3/341, 13-14=0/481 WEBS 3-21=-242/934, 4-19=-559/100, 6-19=-715/2655, 6-17=-2727/532, 6-16=0/863, 7-16=-540/229, 8-16=-268/176, 8-14=-74/485, 2-21=-340/1245, 10-13=-552/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=45ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 22=493, 17=700. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 233 lb down and 101 lb up at 2-0-12, 201 lb down and 53 lb up at 4-0-12, 201 lb down and 83 lb up at 6-0-12, 208 lb down and 115 lb up at 8-0-12, 208 lb down and 115 lb up at 10-0-12, 208 lb down and 115 lb up at 12-0-12, 208 lb down and 115 lb up at 14-0-12, 208 lb down and 115 lb up at 16-0-12, 208 lb down and 115 lb up at 18-0-12, 208 lb down and 115 lb up at 20-0-12, and 208 lb down and 115 lb up at 22-0-12, and 211 lb down and 115 lb up at 24-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 March 17,2020 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 20-1485A Truss GD1 Truss Type Roof Special Girder Qty 1 Ply 2 WF53 Job Reference (optional) I40626692 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:18 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-iaMeCrqiiV?DXHSeZ45XhrALQctKeQqPa1QaDDzaOpt LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-7=-60, 7-8=-60, 8-11=-60, 11-12=-60, 13-22=-20 Concentrated Loads (lb) Vert: 20=-201(F) 19=-201(F) 18=-201(F) 26=-233(F) 27=-201(F) 28=-201(F) 29=-201(F) 30=-201(F) 32=-201(F) 33=-201(F) 34=-201(F) 36=-205(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-1485A Truss H1 Truss Type Hip Qty 1 Ply 1 WF53 Job Reference (optional) I40626693 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:19 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-Amw0PBrKTp748R1q6ocmD2iXM0AsN_RYphA7lfzaOps Scale = 1:50.4 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 4x6 4x6 2x4 4x8 4x8 3x4 4x8 6x8 2x4 6x8 6-4-1 6-4-1 15-7-15 9-3-14 22-0-0 6-4-1 -1-0-0 1-0-0 6-4-1 6-4-1 11-0-0 4-7-15 15-7-15 4-7-15 22-0-0 6-4-1 23-0-0 1-0-0 1-6-07-10-11-6-07-10-112.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-4-4,0-1-12], [5:0-4-4,0-1-12], [6:0-3-8,Edge] LOADING (psf) TCLL 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 0.67 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.45 0.02 (loc) 9-11 9-11 8 l/defl >999 >577 n/a L/d 240 180 n/a PLATES MT20 Weight: 112 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11, 4-9 REACTIONS.(lb/size)12=937/0-3-8, 8=937/0-3-8 Max Horz 12=-162(LC 10) Max Uplift 12=-102(LC 12), 8=-102(LC 12) Max Grav 12=973(LC 17), 8=973(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-955/187, 3-4=-634/216, 4-5=-634/216, 5-6=-955/188, 2-12=-942/199, 6-8=-942/200 BOT CHORD 11-12=-167/295, 9-11=-20/694, 8-9=-114/254 WEBS 3-11=0/315, 5-9=0/315, 2-11=0/479, 6-9=0/481 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; partially; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-4-1, Exterior(2) 6-4-1 to 19-10-14, Interior(1) 19-10-14 to 23-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 2 = 16%, joint 6 = 16% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=102, 8=102. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss H2 Truss Type Hip Qty 1 Ply 1 WF53 Job Reference (optional) I40626694 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:26 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-T6rftawjpy04UW3A1mEP0XVfZqddW8MaQHM?VlzaOpl Scale = 1:55.6 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 18 19 20 8x8 4x6 4x4 3x4 4x4 4x8 5x8 4x4 5x8 8-0-1 8-0-1 13-11-15 5-11-14 22-0-0 8-0-1 -1-0-0 1-0-0 8-0-1 8-0-1 13-11-15 5-11-14 22-0-0 8-0-1 23-0-0 1-0-0 1-6-09-6-11-6-09-6-112.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [3:0-5-0,0-1-12], [5:0-2-0,0-1-12] LOADING (psf) TCLL 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 0.72 0.40 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.27 0.02 (loc) 10-11 10-11 7 l/defl >999 >971 n/a L/d 240 180 n/a PLATES MT20 Weight: 116 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-11,5-7: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS.(lb/size)11=935/0-3-8, 7=935/0-3-8 Max Horz 11=194(LC 11) Max Uplift 11=-103(LC 12), 7=-103(LC 12) Max Grav 11=959(LC 17), 7=948(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-911/203, 3-4=-561/240, 4-5=-896/203, 2-11=-887/217, 5-7=-875/217 BOT CHORD 10-11=-233/484, 8-10=0/575, 7-8=-196/447 WEBS 2-10=-145/306, 5-8=-146/307 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; partially; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-0-1, Exterior(2) 8-0-1 to 18-2-14, Interior(1) 18-2-14 to 23-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=103, 7=103. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss H3 Truss Type Hip Qty 1 Ply 1 WF53 Job Reference (optional) I40626695 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:27 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-xJO15wxLaG8x6feMaTleYk1wZExiFRRjfx6Z1CzaOpk Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 20 21 22 23 24 25 3x4 4x4 6x8 3x4 4x4 3x10 4x4 3x4 4x4 4x4 4x4 4x4 4x4 7-4-0 7-4-0 14-8-0 7-4-0 22-0-0 7-4-0 -1-0-0 1-0-0 4-10-0 4-10-0 9-8-1 4-10-0 12-3-15 2-7-14 17-2-0 4-10-0 22-0-0 4-10-0 23-0-0 1-0-0 1-6-011-2-11-6-011-2-112.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [5:0-2-4,0-1-12], [6:0-2-8,Edge], [9:0-2-0,0-1-12] LOADING (psf) TCLL 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 0.26 0.48 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.16 0.02 (loc) 12-14 12-14 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 134 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS.(lb/size)15=937/0-3-8, 11=937/0-3-8 Max Horz 15=221(LC 11) Max Uplift 15=-102(LC 12), 11=-102(LC 12) Max Grav 15=1031(LC 17), 11=1038(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-323/194, 3-5=-958/310, 5-6=-557/261, 6-8=-970/311, 8-9=-322/193, 2-15=-364/209, 9-11=-363/208 BOT CHORD 14-15=-46/722, 12-14=0/523, 11-12=0/638 WEBS 3-14=-280/237, 5-14=-129/421, 6-12=-131/490, 8-12=-284/239, 3-15=-858/0, 8-11=-871/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; partially; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-8-1, Exterior(2) 9-8-1 to 12-3-15, Interior(1) 16-6-14 to 23-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=102, 11=102. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss H4 Truss Type Half Hip Qty 2 Ply 1 WF53 Job Reference (optional) I40626696 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:27 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-xJO15wxLaG8x6feMaTleYk1v0EziFc_jfx6Z1CzaOpk Scale = 1:33.5 1 2 3 4 6 5 7 8 4x4 2x4 4x8 2x4 3x6 6-0-0 6-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 6-0-0 1-0-0 1-4-05-6-010.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.36 0.35 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.16 -0.00 (loc) 5-6 5-6 5 l/defl >999 >430 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=221/Mechanical, 6=304/0-3-8 Max Horz 6=145(LC 12) Max Uplift 5=-50(LC 12) Max Grav 5=225(LC 17), 6=304(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-0-0, Exterior(2) 5-0-0 to 5-10-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss H5 Truss Type Hip Qty 1 Ply 1 WF53 Job Reference (optional) I40626697 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:28 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-PVyQIGyzLaGojpDZ8BHt5ya4ZeBz_?ettbr6ZezaOpj Scale = 1:65.1 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 25 26 27 28 29 30 31 3x6 5x6 3x6 5x6 4x4 4x6 4x6 3x10 4x4 3x4 3x4 3x4 3x10 4x4 4x4 3x10 4x6 9-7-1 9-7-1 18-4-0 8-8-15 27-0-15 8-8-15 36-8-0 9-7-1 -1-0-0 1-0-0 4-9-8 4-9-8 9-7-1 4-9-8 15-5-0 5-9-15 21-3-0 5-9-15 27-0-15 5-9-15 31-8-12 4-7-12 36-8-0 4-11-4 1-4-09-3-141-4-09-3-1410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [5:0-4-0,0-1-12], [9:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.37 0.86 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.52 0.10 (loc) 17-18 17-18 12 l/defl >999 >833 n/a L/d 240 180 n/a PLATES MT20 Weight: 189 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-12 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-17, 8-13, 3-18, 10-12 REACTIONS.(lb/size)18=1525/0-3-8, 12=1454/Mechanical Max Horz 18=-168(LC 10) Max Grav 18=1525(LC 1), 12=1460(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-300/82, 3-5=-1639/149, 5-6=-1221/154, 6-8=-1549/163, 8-9=-1221/151, 9-10=-1640/156, 10-11=-279/65, 2-18=-340/110, 11-12=-257/62 BOT CHORD 17-18=-43/1284, 15-17=0/1546, 13-15=0/1527, 12-13=-32/1187 WEBS 5-17=-7/725, 6-17=-611/58, 8-13=-610/58, 9-13=-15/734, 3-18=-1513/51, 10-12=-1537/82 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-8-0, Interior(1) 2-8-0 to 9-7-1, Exterior(2) 9-7-1 to 32-3-3, Interior(1) 32-3-3 to 36-6-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss H6 Truss Type Hip Qty 1 Ply 1 WF53 Job Reference (optional) I40626698 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:29 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-thWoWbyc6tOfLzoliuo6d97Dc2XKjPW06Fbf64zaOpi Scale = 1:70.0 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 24 25 26 27 28 29 30 31 3x6 6x8 6x8 3x6 4x6 3x4 4x4 3x10 2x4 3x4 4x4 4x6 3x10 3x10 4x6 4x6 9-2-0 9-2-0 18-4-0 9-2-0 27-6-0 9-2-0 36-8-0 9-2-0 -1-0-0 1-0-0 5-11-14 5-11-14 11-11-14 6-0-0 18-4-0 6-4-2 24-8-2 6-4-2 30-8-2 6-0-0 36-8-0 5-11-14 1-4-011-3-141-4-011-3-1410.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [5:0-6-4,0-2-0], [7:0-6-4,0-2-0] LOADING (psf) TCLL 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 0.48 0.85 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.41 0.09 (loc) 12-14 12-14 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 194 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-7 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 3-17, 9-11 REACTIONS.(lb/size)17=1525/0-3-8, 11=1454/Mechanical Max Horz 17=187(LC 11) Max Grav 17=1646(LC 17), 11=1581(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-407/143, 3-5=-1794/190, 5-6=-1357/184, 6-7=-1357/184, 7-9=-1800/195, 9-10=-352/104, 2-17=-428/153, 10-11=-320/91 BOT CHORD 16-17=-25/1440, 14-16=0/1245, 12-14=0/1189, 11-12=-16/1315 WEBS 5-16=-29/499, 5-14=-13/463, 6-14=-426/104, 7-14=-14/462, 7-12=-28/507, 3-17=-1587/8, 9-11=-1625/37 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-8-0, Interior(1) 2-8-0 to 11-11-14, Exterior(2) 11-11-14 to 29-10-6, Interior(1) 29-10-6 to 36-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss H7 Truss Type Half Hip Qty 2 Ply 1 WF53 Job Reference (optional) I40626699 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:30 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-Lu4AjxzEtBWWz7NxGcJLANfUrS?LSzqALvKDeWzaOph Scale = 1:27.9 1 2 3 4 6 5 7 8x8 2x4 3x4 2x4 3x4 6-0-0 6-0-0 -1-0-0 1-0-0 3-0-1 3-0-1 6-0-0 2-11-15 1-6-04-6-112.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-2-0] LOADING (psf) TCLL 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 0.13 0.35 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.16 0.00 (loc) 5-6 5-6 5 l/defl >999 >430 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=221/Mechanical, 6=304/0-3-8 Max Horz 6=128(LC 12) Max Uplift 5=-33(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-0-1, Exterior(2) 3-0-1 to 5-10-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss H8 Truss Type Half Hip Qty 2 Ply 1 WF53 Job Reference (optional) I40626700 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:31 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-p4eYwH_seVeNbHy8pJqaiaCcbrLeBPbJaZ4mAzzaOpg Scale = 1:37.4 1 2 3 4 6 5 7 4x4 2x4 4x8 2x4 3x6 6-0-0 6-0-0 -1-0-0 1-0-0 4-8-1 4-8-1 6-0-0 1-3-15 1-6-06-2-112.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.32 0.35 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.16 -0.00 (loc) 5-6 5-6 5 l/defl >999 >430 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=221/Mechanical, 6=304/0-3-8 Max Horz 6=143(LC 12) Max Uplift 5=-63(LC 12) Max Grav 5=229(LC 17), 6=304(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-8-1, Exterior(2) 4-8-1 to 5-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss H9 Truss Type Hip Qty 1 Ply 1 WF53 Job Reference (optional) I40626701 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:32 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-IGCw8d?UPomECRXKN0LpFolo1FfawnkToCpKjPzaOpf Scale: 1/4"=1' 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 4x4 4x8 3x4 3x6 4x4 3x10 3x4 4x4 3x4 3x6 3x6 8-2-4 8-2-4 11-9-12 3-7-8 20-0-0 8-2-4 -1-0-0 1-0-0 4-1-2 4-1-2 8-2-4 4-1-2 11-9-12 3-7-8 15-9-2 3-11-6 20-0-0 4-2-14 1-4-08-1-141-4-08-1-1410.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-1-13], [5:0-6-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.21 0.49 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.32 0.02 (loc) 8-9 8-9 8 l/defl >999 >739 n/a L/d 240 180 n/a PLATES MT20 Weight: 108 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS.(lb/size)12=859/0-3-8, 8=786/0-3-8 Max Horz 12=-138(LC 10) Max Uplift 12=-10(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-726/112, 4-5=-494/119, 5-6=-725/118, 2-12=-264/93 BOT CHORD 11-12=-27/567, 9-11=0/493, 8-9=-14/563 WEBS 3-12=-692/26, 6-8=-689/53 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-2-4, Exterior(2) 8-2-4 to 11-9-12, Interior(1) 15-10-5 to 19-10-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss H10 Truss Type Hip Qty 1 Ply 1 WF53 Job Reference (optional) I40626702 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:20 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-ezTOdWryE6Fxmbc0gV7?mGFffQRN6I8h2LvhH5zaOpr Scale = 1:82.9 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 25 26 27 28 29 30 31 32 33 34 35 36 3x6 6x8 3x6 6x8 3x6 4x6 3x4 4x6 4x8 2x4 3x4 4x4 3x4 4x6 4x6 5x12 MT20HS 5x12 MT20HS 4x6 4x6 3x6 9-1-0 9-1-0 17-11-0 8-10-0 26-9-0 8-10-0 35-7-0 8-10-0 44-8-0 9-1-0 -1-0-0 1-0-0 6-0-0 6-0-0 11-11-14 5-11-14 18-10-11 6-10-13 25-9-5 6-10-10 32-8-2 6-10-13 38-8-0 5-11-14 44-8-0 6-0-0 45-8-0 1-0-0 1-4-011-3-141-4-011-3-1410.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [5:0-6-4,0-2-0], [9:0-6-4,0-2-0], [12:0-3-0,0-1-12] LOADING (psf) TCLL 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 0.62 0.97 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.48 0.15 (loc) 19-21 17-19 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 241 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-5 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 17-19. WEBS 1 Row at midpt 6-19, 8-19, 8-17, 3-22, 11-14 REACTIONS.(lb/size)22=1844/0-3-8, 14=1844/0-3-8 Max Horz 22=227(LC 11) Max Grav 22=2011(LC 17), 14=2020(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-448/144, 3-5=-2291/212, 5-6=-1928/200, 6-8=-1960/211, 8-9=-1944/200, 9-11=-2302/212, 11-12=-450/144, 2-22=-458/156, 12-14=-460/156 BOT CHORD 21-22=-15/1811, 19-21=0/1652, 17-19=0/2015, 15-17=0/1584, 14-15=0/1659 WEBS 5-21=-37/445, 5-19=-11/832, 6-19=-437/118, 8-17=-499/115, 9-17=-11/846, 9-15=-37/441, 3-22=-2045/9, 11-14=-2054/9 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=45ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-5-10, Interior(1) 3-5-10 to 11-11-14, Exterior(2) 11-11-14 to 38-8-14, Interior(1) 38-8-14 to 45-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss H11 Truss Type Half Hip Qty 2 Ply 1 WF53 Job Reference (optional) I40626703 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:20 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-ezTOdWryE6Fxmbc0gV7?mGFnQQdB6Sph2LvhH5zaOpr Scale = 1:25.5 1 2 3 4 6 5 7 2x4 4x8 2x4 4x4 3x6 4-10-0 4-10-0 -1-0-0 1-0-0 3-0-1 3-0-1 4-10-0 1-9-15 1-6-04-6-112.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.12 0.21 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.06 -0.00 (loc) 5-6 5-6 5 l/defl >999 >854 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=173/Mechanical, 6=259/0-3-8 Max Horz 6=105(LC 12) Max Uplift 5=-40(LC 12) 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-0-1, Exterior(2) 3-0-1 to 4-8-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss H12 Truss Type Half Hip Qty 1 Ply 1 WF53 Job Reference (optional) I40626704 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:21 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-691mqssa_QNnOkBDEDfEJTox6qzgrv0rG?fEqYzaOpq Scale = 1:28.5 1 2 3 4 7 6 5 8 2x4 2x4 4x6 4x4 3x4 3x6 3-9-0 3-9-0 6-0-0 2-3-0 -1-0-0 1-0-0 3-0-1 3-0-1 6-0-0 2-11-15 1-6-04-6-12-5-132-0-312.00 12 7.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-0] LOADING (psf) TCLL 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 0.13 0.13 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=221/Mechanical, 7=304/0-3-8 Max Horz 7=129(LC 12) Max Uplift 5=-34(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-268/128 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-0-1, Exterior(2) 3-0-1 to 5-10-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss H13 Truss Type Half Hip Qty 1 Ply 1 WF53 Job Reference (optional) I40626705 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:21 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-691mqssa_QNnOkBDEDfEJTovAqzxrvmrG?fEqYzaOpq Scale = 1:38.4 1 2 3 4 7 6 5 8 5x8 2x4 3x4 2x4 5x6 3x6 4-3-8 4-3-8 6-0-0 1-8-8 -1-0-0 1-0-0 4-8-1 4-8-1 6-0-0 1-3-15 1-6-06-2-13-10-12-4-012.00 12 7.00 12 Plate Offsets (X,Y)-- [3:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.32 0.18 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=221/Mechanical, 7=304/0-3-8 Max Horz 7=167(LC 12) Max Uplift 5=-68(LC 12) Max Grav 5=232(LC 17), 7=304(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-263/105 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-8-1, Exterior(2) 4-8-1 to 5-10-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss H14 Truss Type Half Hip Qty 1 Ply 1 WF53 Job Reference (optional) I40626706 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:22 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-aLb82CtDlkVe?umPowATrhK7vDJsaMM_VfOoM_zaOpp Scale = 1:28.5 1 2 3 4 7 6 5 8 4x4 2x4 2x4 4x6 3x4 3x6 3-9-8 3-9-8 5-2-0 1-4-8 -1-0-0 1-0-0 3-0-1 3-0-1 5-2-0 2-1-15 1-6-04-6-12-5-92-0-812.00 12 7.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.12 0.13 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=187/Mechanical, 7=272/0-3-8 Max Horz 7=105(LC 12) Max Uplift 5=-38(LC 12) 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-0-1, Exterior(2) 3-0-1 to 5-0-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss H15 Truss Type Half Hip Qty 1 Ply 1 WF53 Job Reference (optional) I40626707 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:23 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-2X9XFYurW1dVd2KbLdhiOutDDdfPJpX8kJ8LuQzaOpo Scale = 1:38.4 1 2 5 4 3 6 7 3x6 4x6 2x4 2x4 4x6 4-3-8 4-3-8 5-2-0 0-10-8 4-8-1 4-8-1 5-2-0 0-5-15 1-6-06-2-13-10-12-4-012.00 12 7.00 12 LOADING (psf) TCLL 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 0.41 0.18 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=195/Mechanical, 5=195/0-3-8 Max Horz 5=107(LC 12) Max Uplift 3=-78(LC 12) Max Grav 3=216(LC 17), 5=195(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-0-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. March 17,2020 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 20-1485A Truss H16 Truss Type Hip Qty 1 Ply 1 WF53 Job Reference (optional) I40626708 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:24 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-XkjvSuvTHLlMFCvovLCxw6QMJ1_S2EIHzztuQtzaOpn Scale = 1:48.6 1 2 3 4 5 6 13 12 11 10 9 8 7 14 15 16 17 18 19 6x8 6x8 3x6 3x4 5x6 5x6 3x4 3x6 4x6 4x6 3x4 0-3-4 0-3-4 0-10-0 0-6-12 4-6-2 3-8-2 9-6-0 4-11-14 14-5-14 4-11-14 18-2-0 3-8-2 18-8-12 0-6-12 19-0-0 0-3-4 -0-9-12 0-9-12 6-4-7 6-4-7 12-7-9 6-3-2 18-6-8 5-10-15 19-0-0 0-5-8 19-9-12 0-9-12 1-3-127-8-31-3-121-4-07-8-312.00 12 4.35 12 Plate Offsets (X,Y)-- [2:0-1-0,0-2-0], [3:0-6-4,0-1-12], [4:0-6-4,0-1-12], [5:0-1-0,0-2-0], [8:0-2-0,0-0-12], [12:0-2-0,0-0-12] LOADING (psf) TCLL 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 0.51 0.25 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.06 0.04 (loc) 10-11 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 95 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-13,5-7: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=804/0-3-8, 7=804/0-3-8 Max Horz 13=-157(LC 10) Max Uplift 13=-145(LC 12), 7=-145(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-936/506, 3-4=-544/391, 4-5=-936/504, 2-13=-811/410, 5-7=-811/420 BOT CHORD 12-13=-174/254, 11-12=-156/288, 10-11=-105/514, 9-10=-96/514, 8-9=-124/250 WEBS 2-11=-68/407, 5-9=-84/407 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -0-9-12 to 2-2-4, Interior(1) 2-2-4 to 6-4-7, Exterior(2) 6-4-7 to 16-10-8, Interior(1) 16-10-8 to 19-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=145, 7=145. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss H17 Truss Type Hip Qty 1 Ply 1 WF53 Job Reference (optional) I40626709 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:24 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-XkjvSuvTHLlMFCvovLCxw6QKU1x?29NHzztuQtzaOpn Scale = 1:54.7 1 2 3 4 5 8 7 6 9 10 4x6 4x6 2x4 3x4 3x4 4x8 4x8 0-3-4 0-3-4 8-0-7 7-9-3 12-5-0 4-4-9 -0-9-12 0-9-12 8-0-7 8-0-7 10-11-9 2-11-2 12-5-0 1-5-7 1-3-129-4-37-10-129-4-312.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [4:0-4-0,0-1-0] LOADING (psf) TCLL 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 0.70 0.41 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.14 -0.25 0.01 (loc) 7-8 7-8 6 l/defl >999 >582 n/a L/d 240 180 n/a PLATES MT20 Weight: 84 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-8: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 7-11-15 oc bracing. WEBS 1 Row at midpt 3-7, 5-6, 4-6 REACTIONS.(lb/size)8=547/0-3-8, 6=479/0-3-8 Max Horz 8=203(LC 12) Max Uplift 8=-52(LC 12), 6=-142(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-426/143, 2-8=-472/135 BOT CHORD 7-8=-485/554 WEBS 4-7=-324/360, 4-6=-420/291, 2-7=-412/350 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -0-9-12 to 2-2-4, Interior(1) 2-2-4 to 8-0-7, Exterior(2) 8-0-7 to 10-11-9 zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 6=142. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss H18 Truss Type Half Hip Qty 2 Ply 1 WF53 Job Reference (optional) I40626710 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:25 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-?wHHgEv52fuDsMU_T2jATJycrRMMniQRBddSzJzaOpm Scale = 1:30.7 1 2 3 4 8 7 6 5 9 5x6 2x4 3x4 2x4 3x4 5x6 3x10 0-3-4 0-3-4 0-10-0 0-6-12 2-7-8 1-9-8 4-9-0 2-1-8 6-0-0 1-3-0 -0-9-12 0-9-12 2-7-8 2-7-8 4-9-0 2-1-8 6-0-0 1-3-0 1-2-25-1-103-11-51-2-55-1-1010.00 12 8.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0], [7:0-2-0,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.21 0.08 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-8: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=219/Mechanical, 8=293/0-3-8 Max Horz 8=153(LC 12) Max Uplift 5=-89(LC 12), 8=-4(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-256/188, 2-8=-313/187 BOT CHORD 6-7=-259/205 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -0-9-12 to 2-2-4, Interior(1) 2-2-4 to 4-9-0, Exterior(2) 4-9-0 to 5-10-4 zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 8. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss J1 Truss Type Jack-Closed Qty 6 Ply 1 WF53 Job Reference (optional) I40626711 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:32 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-IGCw8d?UPomECRXKN0LpFoljXFhtwsSToCpKjPzaOpf Scale = 1:36.9 1 2 3 5 4 6 7 2x4 3x6 2x4 4x4 6-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 1-4-06-4-010.00 12 LOADING (psf) TCLL 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 0.56 0.35 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.16 -0.00 (loc) 4-5 4-5 4 l/defl >999 >430 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=304/0-3-8, 4=221/Mechanical Max Horz 5=210(LC 12) Max Uplift 4=-115(LC 12) Max Grav 5=304(LC 1), 4=272(LC 17) 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; partially; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-10-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=115. March 17,2020 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 20-1485A Truss J2 Truss Type Jack-Closed Qty 2 Ply 1 WF53 Job Reference (optional) I40626712 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:39 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-ac7ac04tlyeEYVZgH?zS1GX1w48S324UPo0BSVzaOpY Scale = 1:20.8 1 2 3 5 4 2x4 3x4 2x4 2x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-6-03-6-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.11 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=160/0-3-8, 4=45/Mechanical Max Horz 5=126(LC 12) Max Uplift 4=-94(LC 12) Max Grav 5=160(LC 1), 4=96(LC 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; partially; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. March 17,2020 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 20-1485A Truss J3 Truss Type JACK-CLOSED Qty 3 Ply 1 WF53 Job Reference (optional) I40626713 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:42 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-?BpiE26l2t1pPzHFz7X9fv9X3HAiFPpx5mEr3qzaOpV Scale = 1:17.7 1 2 3 5 42x4 3x4 2x4 2x4 2-2-9 2-2-9 -1-6-12 1-6-12 2-2-9 2-2-9 1-6-02-11-02-6-147.68 12 LOADING (psf) TCLL 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 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=225/0-4-9, 4=31/Mechanical Max Horz 5=82(LC 11) Max Uplift 5=-52(LC 12), 4=-40(LC 9) Max Grav 5=225(LC 1), 4=53(LC 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; partially; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. March 17,2020 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 20-1485A Truss J4 Truss Type Jack-Closed Qty 2 Ply 1 WF53 Job Reference (optional) I40626714 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:42 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-?BpiE26l2t1pPzHFz7X9fv9YaH9_FPWx5mEr3qzaOpV Scale = 1:16.3 1 2 3 4 6 5 2x4 2x4 2x4 2x4 2x4 0-11-8 0-11-8 1-10-15 0-11-7 -0-9-12 0-9-12 1-1-0 1-1-0 1-10-15 0-9-15 0-5-122-4-1112.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0] LOADING (psf) TCLL 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 0.11 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=-148/Mechanical, 6=338/0-3-0 Max Horz 6=66(LC 12) Max Uplift 5=-148(LC 1), 6=-42(LC 12) 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 5=148. March 17,2020 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 20-1485A Truss J5 Truss Type Jack-Closed Qty 6 Ply 1 WF53 Job Reference (optional) I40626715 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:43 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-TOM5SO7OpB9g17sRWq2OC6iilhV6_sk4KQ_PbGzaOpU Scale = 1:23.7 1 2 3 4 6 5 7 2x4 2x4 2x4 2x4 2x4 0-11-8 0-11-8 3-4-8 2-5-0 -0-9-12 0-9-12 1-1-0 1-1-0 3-4-8 2-3-8 0-5-123-10-412.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.12 0.11 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 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 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=30/Mechanical, 6=277/0-3-0 Max Horz 6=99(LC 12) Max Uplift 5=-54(LC 12), 6=-9(LC 12) Max Grav 5=41(LC 17), 6=277(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -0-9-12 to 2-2-4, Interior(1) 2-2-4 to 3-2-12 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6. March 17,2020 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 20-1485A Truss J6 Truss Type Jack-Closed Qty 23 Ply 1 WF53 Job Reference (optional) I40626716 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:43 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-TOM5SO7OpB9g17sRWq2OC6ibHhRS_rH4KQ_PbGzaOpU Scale = 1:43.4 1 2 3 5 4 6 7 2x4 3x6 2x4 4x4 6-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 1-6-07-6-012.00 12 LOADING (psf) TCLL 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 0.53 0.35 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.16 -0.00 (loc) 4-5 4-5 4 l/defl >999 >430 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=304/0-3-8, 4=221/Mechanical Max Horz 5=191(LC 12) Max Uplift 4=-95(LC 12) Max Grav 5=304(LC 1), 4=249(LC 17) 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-10-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. March 17,2020 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 20-1485A Truss J7 Truss Type Jack-Closed Qty 7 Ply 1 WF53 Job Reference (optional) I40626717 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:44 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-xawTfk80aUHXeHRe4YZdkKFt35sKjJJEZ4jy8izaOpT Scale = 1:18.2 1 2 3 5 42x4 3x4 2x4 2x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-4-03-0-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.08 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=160/0-3-8, 4=45/Mechanical Max Horz 5=65(LC 12) Max Uplift 4=-37(LC 12) Max Grav 5=160(LC 1), 4=57(LC 17) 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. March 17,2020 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 20-1485A Truss J8 Truss Type Jack-Closed Qty 5 Ply 1 WF53 Job Reference (optional) I40626718 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:45 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-PmUrs49eLoPNGQ0qeF4sHXn_vV91SlZNokTWg9zaOpS Scale = 1:34.8 1 2 3 5 4 6 2x4 3x6 2x4 3x4 4-10-0 4-10-0 -1-0-0 1-0-0 4-10-0 4-10-0 1-6-06-4-012.00 12 LOADING (psf) TCLL 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 0.33 0.21 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.06 -0.00 (loc) 4-5 4-5 4 l/defl >999 >854 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=259/0-3-8, 4=173/Mechanical Max Horz 5=165(LC 12) Max Uplift 4=-83(LC 12) Max Grav 5=259(LC 1), 4=198(LC 17) 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-8-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. March 17,2020 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 20-1485A Truss J9 Truss Type Jack-Closed Qty 1 Ply 1 WF53 Job Reference (optional) I40626719 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:45 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-PmUrs49eLoPNGQ0qeF4sHXn39VCcSmZNokTWg9zaOpS Scale = 1:18.2 1 2 3 5 42x4 2x4 2x4 2x4 2-0-0 2-0-0 -0-7-13 0-7-13 2-0-0 2-0-0 1-4-03-0-010.00 12 LOADING (psf) TCLL 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 0.06 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=127/0-3-8, 4=57/Mechanical Max Horz 5=55(LC 12) Max Uplift 4=-40(LC 12) Max Grav 5=127(LC 1), 4=67(LC 17) 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. March 17,2020 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 20-1485A Truss J10 Truss Type Jack-Closed Qty 3 Ply 1 WF53 Job Reference (optional) I40626720 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:33 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-mTmJLz06A6u4qa5Wxks2o?H_Lf6dfKbc1sZtFrzaOpe Scale = 1:17.7 1 2 3 5 4 2x4 3x4 2x4 2x4 2-2-9 2-2-2 -1-6-12 1-6-12 2-2-9 2-2-9 1-6-02-11-07.68 12 LOADING (psf) TCLL 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 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=225/0-4-9, 4=31/Mechanical Max Horz 5=88(LC 12) Max Uplift 5=-4(LC 12), 4=-31(LC 12) Max Grav 5=225(LC 1), 4=48(LC 17) 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. March 17,2020 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 20-1485A Truss J11 Truss Type Jack-Closed Qty 1 Ply 1 WF53 Job Reference (optional) I40626721 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:33 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-mTmJLz06A6u4qa5Wxks2o?HuQf16fJuc1sZtFrzaOpe Scale = 1:43.4 1 2 3 5 4 6 7 2x4 3x6 2x4 4x4 6-0-0 6-0-0 -0-7-7 0-7-7 6-0-0 6-0-0 1-6-07-6-012.00 12 LOADING (psf) TCLL 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 0.55 0.35 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.16 -0.00 (loc) 4-5 4-5 4 l/defl >999 >430 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=277/0-3-8, 4=225/Mechanical Max Horz 5=178(LC 12) Max Uplift 4=-95(LC 12) Max Grav 5=277(LC 1), 4=252(LC 17) 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -0-7-7 to 2-4-9, Interior(1) 2-4-9 to 5-10-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. March 17,2020 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 20-1485A Truss J12 Truss Type Jack-Closed Qty 1 Ply 1 WF53 Job Reference (optional) I40626722 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:34 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-EfKhZJ0kxQ0xSkgjVRNHKDq2n3P_OnClGWIQnIzaOpd Scale = 1:44.2 1 2 5 4 3 6 7 2x4 3x6 2x4 5x6 3x6 4-3-8 4-3-8 6-0-0 1-8-8 4-3-8 4-3-8 6-0-0 1-8-8 1-6-07-6-05-2-02-4-012.00 12 7.00 12 LOADING (psf) TCLL 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 0.58 0.18 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=228/0-3-8, 3=228/Mechanical Max Horz 5=129(LC 12) Max Uplift 3=-91(LC 12) Max Grav 5=228(LC 1), 3=253(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-282/171 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. March 17,2020 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 20-1485A Truss J13 Truss Type Jack-Closed Qty 9 Ply 1 WF53 Job Reference (optional) I40626723 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:34 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-EfKhZJ0kxQ0xSkgjVRNHKDq3d3PLOnKlGWIQnIzaOpd Scale = 1:43.3 1 2 5 4 3 6 7 2x4 3x6 2x4 5x6 3x6 4-0-8 4-0-8 5-9-0 1-8-8 4-0-8 4-0-8 5-9-0 1-8-8 1-7-97-6-00-1-75-2-02-4-012.00 12 7.00 12 LOADING (psf) TCLL 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 0.53 0.16 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=218/Mechanical, 3=218/Mechanical Max Horz 5=123(LC 12) Max Uplift 3=-91(LC 12) Max Grav 5=218(LC 1), 3=243(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-273/170 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-7-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. March 17,2020 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 20-1485A Truss J14 Truss Type Jack-Closed Qty 2 Ply 1 WF53 Job Reference (optional) I40626724 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:35 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-irt3mf1Mhj8o3uFv29vWtQNEATen79yvUA2_JkzaOpc Scale = 1:84.1 1 2 3 4 5 6 9 8 7 10 11 12 13 3x6 4x4 3x4 4x4 4x8 2x4 4x6 5x8 4x4 1 1 - 6 - 1 2 9-3-1 9-3-1 16-5-8 7-2-7 -1-0-0 1-0-0 4-7-9 4-7-9 16-5-8 11-9-15 1-4-015-0-910.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [8:0-4-0,0-3-4], [10:0-2-8,0-2-0] LOADING (psf) TCLL 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 0.54 0.59 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.36 0.01 (loc) 8-9 8-9 7 l/defl >999 >532 n/a L/d 240 180 n/a PLATES MT20 Weight: 106 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-10, 5-8 REACTIONS.(lb/size)9=718/0-3-8, 7=644/Mechanical Max Horz 9=337(LC 12) Max Uplift 7=-137(LC 12) Max Grav 9=718(LC 1), 7=765(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-315/120, 2-3=-258/93, 3-5=-509/0 BOT CHORD 8-9=-171/481 WEBS 5-10=-362/84, 7-10=-635/218, 3-9=-441/0, 8-10=-142/578 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 16-3-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=137. March 17,2020 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 20-1485A Truss J15 Truss Type Jack-Closed Qty 2 Ply 1 WF53 Job Reference (optional) I40626725 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:36 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-A2RR_?2?S1Gfh2q5csQlPevW4s7zsh92jqnXsAzaOpb Scale = 1:18.2 1 2 3 6 5 4 2x4 3x6 2x4 3x4 3x4 0-8-0 0-8-0 2-0-0 1-4-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-4-03-0-02-2-110-9-52-4-110-7-510.00 12 7.00 12 Plate Offsets (X,Y)-- [5:0-2-0,0-1-3] LOADING (psf) TCLL 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 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)6=160/0-8-0, 4=45/Mechanical Max Horz 6=65(LC 12) Max Uplift 4=-37(LC 12) Max Grav 6=160(LC 1), 4=57(LC 17) 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. March 17,2020 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 20-1485A Truss J16 Truss Type Jack-Closed Qty 1 Ply 1 WF53 Job Reference (optional) I40626726 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:36 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-A2RR_?2?S1Gfh2q5csQlPevVas7jsh32jqnXsAzaOpb Scale = 1:17.7 1 2 3 5 4 2x4 3x6 2x4 3x4 -1-6-12 1-6-12 2-2-9 2-2-9 1-6-02-11-02-1-110-9-52-3-40-7-127.68 12 5.38 12 LOADING (psf) TCLL 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 0.03 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=225/0-5-12, 4=31/Mechanical Max Horz 5=90(LC 12) Max Uplift 4=-37(LC 12) Max Grav 5=225(LC 1), 4=51(LC 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. March 17,2020 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 20-1485A Truss J17 Truss Type Jack-Closed Qty 2 Ply 1 WF53 Job Reference (optional) I40626727 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:37 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-eE?pBL3dDLOWJCPHAax_yrScgGRhb8zCyUX4OczaOpa Scale = 1:39.2 1 2 5 4 36 7 2x4 3x6 3x6 2x4 4x6 4-3-8 4-3-8 5-2-0 0-10-8 5-2-0 5-2-0 1-6-06-8-04-4-02-4-012.00 12 7.00 12 LOADING (psf) TCLL 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 0.41 0.18 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=195/0-3-8, 3=195/Mechanical Max Horz 5=110(LC 12) Max Uplift 3=-82(LC 12) Max Grav 5=195(LC 1), 3=217(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-253/152 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-0-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. March 17,2020 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 20-1485A Truss J18 Truss Type Jack-Closed Qty 2 Ply 1 WF53 Job Reference (optional) I40626728 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:38 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-6QZCOg3F_eWNwM_UkHSDV3?sagpRKbfLB8Gew3zaOpZ Scale = 1:18.2 1 2 3 6 5 4 2x4 3x6 2x4 3x4 3x4 0-7-8 0-7-8 2-0-0 1-4-8 -1-0-0 1-0-0 2-0-0 2-0-0 1-4-03-0-02-2-60-9-102-4-70-7-910.00 12 7.00 12 Plate Offsets (X,Y)-- [5:0-2-0,0-1-3] LOADING (psf) TCLL 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 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)6=160/0-7-8, 4=45/Mechanical Max Horz 6=65(LC 12) Max Uplift 4=-37(LC 12) Max Grav 6=160(LC 1), 4=57(LC 17) 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. March 17,2020 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 20-1485A Truss J19 Truss Type Jack-Closed Qty 1 Ply 1 WF53 Job Reference (optional) I40626729 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:38 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-6QZCOg3F_eWNwM_UkHSDV3?r4gpBKbZLB8Gew3zaOpZ Scale = 1:17.7 1 2 3 5 4 2x4 3x6 2x4 3x4 2-2-9 2-2-9 -1-6-12 1-6-12 2-2-9 2-2-9 1-6-02-11-02-1-60-9-102-3-00-8-17.68 12 5.38 12 LOADING (psf) TCLL 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 0.03 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=225/0-5-2, 4=32/Mechanical Max Horz 5=65(LC 12) Max Uplift 5=-8(LC 12), 4=-27(LC 12) Max Grav 5=225(LC 1), 4=43(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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. March 17,2020 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 20-1485A Truss J20 Truss Type Jack-Closed Qty 2 Ply 1 WF53 Job Reference (optional) I40626730 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:39 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-ac7ac04tlyeEYVZgH?zS1GXzC47v31jUPo0BSVzaOpY Scale = 1:35.2 1 2 3 7 6 5 4 8 9 3x4 3x10 2x4 3x4 5x6 3x4 0-3-4 0-3-4 0-10-0 0-6-12 3-8-8 2-10-8 6-0-0 2-3-8 -0-9-12 0-9-12 3-8-8 3-8-8 6-0-0 2-3-8 1-2-26-2-24-3-21-11-010.00 12 8.00 12 Plate Offsets (X,Y)-- [6:0-2-0,0-1-5] LOADING (psf) TCLL 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 0.34 0.13 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-7: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-8-12 oc bracing. REACTIONS.(lb/size)7=293/0-3-8, 4=219/Mechanical Max Horz 7=184(LC 12) Max Uplift 4=-111(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-341/188 BOT CHORD 6-7=-339/207, 5-6=-358/287 WEBS 3-5=-285/184 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -0-9-12 to 2-2-4, Interior(1) 2-2-4 to 5-10-4 zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=111. March 17,2020 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 20-1485A Truss J21 Truss Type Jack-Closed Qty 3 Ply 1 WF53 Job Reference (optional) I40626731 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:40 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-3phypM5VWGm5Af8sriUhaU48zUS8oU3eeSll?xzaOpX Scale = 1:35.2 1 2 3 7 6 5 4 8 9 3x4 3x10 2x4 3x4 5x6 3x4 0-3-4 0-3-4 0-10-0 0-6-12 3-10-0 3-0-0 6-0-0 2-2-0 -0-9-12 0-9-12 3-10-0 3-10-0 6-0-0 2-2-0 1-2-26-2-24-2-22-0-010.00 12 8.00 12 Plate Offsets (X,Y)-- [6:0-2-0,0-1-5] LOADING (psf) TCLL 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 0.34 0.13 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 -0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-7: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-7-14 oc bracing. REACTIONS.(lb/size)7=293/0-3-8, 4=219/Mechanical Max Horz 7=185(LC 12) Max Uplift 4=-111(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-341/187 BOT CHORD 6-7=-344/204, 5-6=-362/285 WEBS 3-5=-284/183 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -0-9-12 to 2-2-4, Interior(1) 2-2-4 to 5-10-4 zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=111. March 17,2020 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 20-1485A Truss J22 Truss Type Jack-Closed Qty 2 Ply 1 WF53 Job Reference (optional) I40626732 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:41 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-X?FK1i67HZvynpj3PP?w6hdN0tq9XyLnt6VIXOzaOpW Scale = 1:19.8 1 2 3 6 5 4 3x10 2x4 3x4 2x4 3x4 0-3-4 0-3-4 0-10-0 0-6-12 2-0-0 1-2-0 -0-9-12 0-9-12 2-0-0 2-0-0 1-3-123-3-122-10-110-5-12-11-150-3-1312.00 12 4.35 12 Plate Offsets (X,Y)-- [5:0-2-0,0-0-12] LOADING (psf) TCLL 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 0.02 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-6: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)6=148/0-3-8, 4=45/Mechanical Max Horz 6=78(LC 12) Max Uplift 4=-63(LC 12) Max Grav 6=148(LC 1), 4=53(LC 17) 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. March 17,2020 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 20-1485A Truss J23 Truss Type Jack-Closed Qty 2 Ply 1 WF53 Job Reference (optional) I40626733 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:41 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-X?FK1i67HZvynpj3PP?w6hdM_tq5XyQnt6VIXOzaOpW Scale = 1:16.9 1 2 3 6 5 4 2x4 3x10 2x4 3x4 3x4 0-3-13 0-3-13 1-1-13 0-10-0 2-3-3 1-1-6 -1-3-4 1-3-4 1-1-13 1-1-13 2-3-3 1-1-6 1-3-122-9-22-6-10-3-22-6-140-2-57.68 12 2.79 12 Plate Offsets (X,Y)-- [5:0-2-0,Edge] LOADING (psf) TCLL 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 0.13 0.02 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-6: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)6=201/0-5-7, 4=40/Mechanical Max Horz 6=64(LC 12) Max Uplift 6=-12(LC 12), 4=-34(LC 12) Max Grav 6=201(LC 1), 4=45(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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. March 17,2020 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 20-1485A Truss K1 Truss Type Piggyback Base Qty 1 Ply 1 WF53 Job Reference (optional) I40626734 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:46 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-tz2D4PAG66XEuab0Czb5plK10uLcB2EW0OC3CbzaOpR Scale = 1:85.5 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 30 31 32 33 8x8 5x6 6x8 3x6 5x6 5x6 4x6 6x8 8x8 3x4 3x4 4x6 2x4 6x10 2x4 3x10 3x6 5x8 5x12 MT20HS5x8 4x8 0-7-8 0-7-8 4-7-8 4-0-0 11-3-8 6-8-0 17-4-0 6-0-8 26-9-0 9-5-0 36-2-0 9-5-0 45-10-0 9-8-0 -1-0-0 1-0-0 4-7-8 4-7-8 8-7-1 3-11-9 11-3-8 2-8-7 13-11-1 2-7-9 17-4-0 3-4-15 24-2-11 6-10-11 31-1-5 6-10-11 38-0-0 6-10-11 45-10-0 7-10-0 1-4-08-5-1411-4-04-9-112-4-011-4-010.00 12 7.00 12 Plate Offsets (X,Y)-- [4:0-2-4,Edge], [7:0-4-8,0-1-8], [11:0-3-0,0-2-1], [12:0-2-12,0-1-8], [13:0-3-8,Edge], [20:0-2-0,Edge], [21:0-5-4,0-2-8] LOADING (psf) TCLL 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 0.88 0.83 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.32 -0.77 0.33 (loc) 14-16 16-18 13 l/defl >999 >708 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 275 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 11-12: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 15-17: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-22: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-2 max.): 4-6, 7-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19. WEBS 1 Row at midpt 6-18, 8-16, 10-14 REACTIONS.(lb/size)22=1893/0-7-8, 13=1817/0-3-8 Max Horz 22=-161(LC 10) Max Grav 22=1893(LC 1), 13=1823(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3930/241, 3-4=-3944/378, 4-5=-2695/200, 5-6=-2684/202, 6-7=-2444/223, 7-8=-1997/213, 8-10=-1912/189, 10-11=-1297/166, 11-12=-1659/146, 2-22=-1958/201, 12-13=-1749/130 BOT CHORD 21-22=-160/294, 20-21=-107/2237, 16-18=-30/1894, 14-16=-28/1725 WEBS 3-21=-252/157, 4-21=-220/1469, 4-20=-18/1211, 18-20=-105/2865, 6-18=-2034/199, 7-18=-44/1097, 7-16=-22/401, 8-16=-448/117, 10-16=0/613, 10-14=-1023/80, 11-14=0/678, 12-14=0/1293, 2-21=-95/2897 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-7-0, Interior(1) 3-7-0 to 8-7-1, Exterior(2) 8-7-1 to 13-2-1, Interior(1) 13-11-1 to 38-0-0, Exterior(2) 38-0-0 to 42-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 4 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Bearing at joint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss K2 Truss Type Piggyback Base Qty 1 Ply 1 WF53 Job Reference (optional) I40626735 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:48 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-qLA_V5BWejny7ulPJOeZvAPNWi0afv_pUihAHUzaOpP Scale = 1:85.5 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 30 31 32 33 4x6 5x8 8x10 6x8 3x6 5x6 5x6 4x6 5x10 6x10 3x4 3x6 3x6 5x10 2x4 3x10 3x6 5x8 5x12 MT20HS5x8 4x8 0-7-8 0-7-8 4-7-8 4-0-0 11-3-8 6-8-0 16-3-14 5-0-6 26-0-15 9-9-1 35-10-0 9-9-1 45-10-0 10-0-0 -1-0-0 1-0-0 4-7-8 4-7-8 10-11-14 6-4-6 11-3-8 0-3-10 16-3-14 5-0-6 17-4-0 1-0-2 24-2-11 6-10-11 31-1-5 6-10-11 38-0-0 6-10-11 45-10-0 7-10-0 1-4-010-5-1411-4-04-9-112-4-011-4-010.00 12 7.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [5:0-4-2,Edge], [6:0-3-4,Edge], [7:0-6-0,0-1-12], [11:0-3-0,0-2-1], [12:0-2-12,0-1-8], [13:0-3-8,Edge], [20:0-3-8,0-3-0] LOADING (psf) TCLL 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 0.88 0.86 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.33 -0.80 0.30 (loc) 16-18 16-18 13 l/defl >999 >683 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 280 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5,5-6: 2x6 SPF No.2, 11-12: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 15-17: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-22: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-10 max.): 5-6, 7-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20,18-19. WEBS 1 Row at midpt 6-20, 6-18, 8-16, 10-14 REACTIONS.(lb/size)22=1893/0-7-8, 13=1817/0-3-8 Max Horz 22=-162(LC 10) Max Grav 22=1893(LC 1), 13=1831(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3981/234, 3-5=-2675/197, 5-6=-2052/195, 6-7=-2447/246, 7-8=-2010/211, 8-10=-1949/192, 10-11=-1337/164, 11-12=-1683/145, 2-22=-1968/194, 12-13=-1754/129 BOT CHORD 21-22=-154/284, 20-21=-198/3040, 5-20=-14/1250, 16-18=-36/1897, 14-16=-26/1732 WEBS 3-21=-15/975, 3-20=-1035/165, 18-20=-32/2222, 6-18=-1747/182, 7-18=-71/1068, 7-16=-7/409, 8-16=-435/115, 10-16=0/613, 10-14=-1001/83, 11-14=0/696, 12-14=0/1302, 2-21=-91/2958 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-7-0, Interior(1) 3-7-0 to 11-3-8, Exterior(2) 11-3-8 to 15-10-8, Interior(1) 16-3-14 to 38-0-0, Exterior(2) 38-0-0 to 42-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss K3 Truss Type Piggyback Base Qty 1 Ply 1 WF53 Job Reference (optional) I40626736 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:49 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-IYkMiRC8O1vpl2Kbt59oRNyX16KuOOFziMRjpwzaOpO Scale = 1:83.8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 29 30 31 3x6 5x6 3x6 8x8 5x6 4x6 6x10 4x8 3x4 3x4 3x6 3x10 3x6 3x6 3x6 5x8 8x12 5x8 4x6 0-7-8 0-7-8 4-7-8 4-0-0 12-0-0 7-4-8 21-8-4 9-8-4 31-4-8 9-8-4 38-0-0 6-7-8 45-10-0 7-10-0 -1-0-0 1-0-0 4-7-8 4-7-8 12-0-0 7-4-8 18-5-8 6-5-8 24-11-0 6-5-8 31-4-8 6-5-8 38-0-0 6-7-8 45-10-0 7-10-0 1-4-011-4-04-9-112-4-011-4-010.00 12 7.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-1], [10:0-4-12,0-1-12], [11:0-2-12,0-1-8], [12:Edge,0-2-0], [13:0-3-12,0-3-0] LOADING (psf) TCLL 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 0.90 0.98 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.75 0.35 (loc) 16-18 15-16 12 l/defl >999 >728 n/a L/d 240 180 n/a PLATES MT20 Weight: 260 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 5-8,8-10: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-17: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-20: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-0 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 18-19 6-0-0 oc bracing: 13-14. 1 Row at midpt 9-15 WEBS 1 Row at midpt 3-18, 6-18, 7-16, 7-15, 10-13 REACTIONS.(lb/size)20=1893/0-7-8, 12=1817/0-3-8 Max Horz 20=-188(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4029/271, 3-5=-2625/186, 5-6=-1966/202, 6-7=-2501/198, 7-9=-2081/203, 9-10=-2074/204, 10-11=-1561/145, 2-20=-1946/170, 11-12=-1746/126 BOT CHORD 19-20=-152/267, 18-19=-253/3100, 16-18=-49/2436, 15-16=-51/2481, 9-15=-414/104 WEBS 3-19=-30/961, 3-18=-1189/236, 5-18=-0/1241, 6-18=-847/51, 6-16=0/372, 7-15=-601/40, 13-15=0/1161, 10-15=-58/1747, 10-13=-850/91, 11-13=0/1214, 2-19=-155/3053 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-7-0, Interior(1) 3-7-0 to 12-0-0, Exterior(2) 12-0-0 to 44-5-12, Interior(1) 44-5-12 to 45-8-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss K4 Truss Type Piggyback Base Qty 1 Ply 1 WF53 Job Reference (optional) I40626737 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:50 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-mkHkwnDn9K1gMCvnRog1_bUjEWhI7rT6x0AGLMzaOpN Scale = 1:83.7 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 30 31 32 33 34 35 3x6 5x6 3x6 5x6 4x6 4x6 5x10 3x6 3x4 4x4 3x6 4x8 3x6 3x6 3x6 3x6 3x6 5x8 3x10 8x10 5x8 WB 0-7-8 0-7-8 4-7-8 4-0-0 12-0-0 7-4-8 18-3-8 6-3-8 27-8-12 9-5-4 37-2-0 9-5-4 45-10-0 8-8-0 -1-0-0 1-0-0 4-7-8 4-7-8 12-0-0 7-4-8 18-3-8 6-3-8 24-7-0 6-3-8 30-10-8 6-3-8 37-2-0 6-3-8 38-0-0 0-10-0 45-10-0 7-10-0 1-4-011-4-04-9-112-4-011-4-010.00 12 7.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-1], [11:0-3-4,0-2-4], [12:0-2-12,0-1-8], [15:0-3-12,0-3-4] LOADING (psf) TCLL 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 0.87 0.91 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.69 0.37 (loc) 16-18 16-18 13 l/defl >999 >789 n/a L/d 240 180 n/a PLATES MT20 Weight: 269 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 5-8,8-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-17: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-22: 2x6 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-6 max.): 5-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. 1 Row at midpt 10-15 WEBS 1 Row at midpt 3-20, 6-20, 7-18, 7-16, 9-15 REACTIONS.(lb/size)22=1893/0-7-8, 13=1817/0-3-8 Max Horz 22=-188(LC 10) Max Grav 22=1913(LC 17), 13=1851(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4085/268, 3-5=-2648/190, 5-6=-1984/205, 6-7=-2468/212, 7-9=-2445/194, 9-10=-1528/177, 10-11=-1524/180, 11-12=-1986/156, 2-22=-1971/169, 12-13=-1780/139 BOT CHORD 21-22=-152/266, 20-21=-251/3142, 18-20=-40/2504, 16-18=-49/2564, 15-16=-42/2248 WEBS 3-21=-25/991, 3-20=-1214/232, 5-20=-3/1259, 6-20=-947/30, 6-18=0/445, 7-16=-315/84, 9-16=0/687, 9-15=-1220/62, 2-21=-153/3101, 12-15=-2/1462, 11-15=0/954 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-7-0, Interior(1) 3-7-0 to 12-0-0, Exterior(2) 12-0-0 to 44-5-12, Interior(1) 44-5-12 to 45-8-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss K5 Truss Type PIGGYBACK BASE Qty 1 Ply 1 WF53 Job Reference (optional) I40626738 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:51 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-Ewr677DPwe9X_LT__WBGWo1vav1TsIgFAgwqupzaOpM Scale = 1:82.5 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 30 31 32 33 34 35 3x6 5x6 3x6 5x8 5x6 4x6 6x10 3x6 3x4 4x4 3x6 4x8 3x6 3x6 3x6 3x6 3x6 5x8 3x10 8x10 5x8 WB 0-7-8 0-7-8 4-7-8 4-0-0 12-0-0 7-4-8 18-3-8 6-3-8 27-8-12 9-5-4 37-2-0 9-5-4 46-0-0 8-10-0 -1-0-0 1-0-0 4-7-8 4-7-8 12-0-0 7-4-8 18-3-8 6-3-8 24-7-0 6-3-8 30-10-8 6-3-8 37-2-0 6-3-8 38-0-0 0-10-0 46-0-0 8-0-0 1-4-011-4-04-8-02-4-011-4-010.00 12 7.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-1], [11:0-5-0,0-2-0], [12:0-2-12,0-1-8], [15:0-3-12,0-3-4] LOADING (psf) TCLL 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 0.83 0.91 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.70 0.37 (loc) 16-18 16-18 13 l/defl >999 >786 n/a L/d 240 180 n/a PLATES MT20 Weight: 270 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 5-8,8-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-17: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-22: 2x6 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-11 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-3 max.): 5-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. 1 Row at midpt 10-15 WEBS 1 Row at midpt 3-20, 6-20, 7-18, 7-16, 9-15 REACTIONS.(lb/size)22=1900/0-7-8, 13=1824/0-5-8 Max Horz 22=-162(LC 10) Max Grav 22=1919(LC 17), 13=1858(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4096/256, 3-5=-2659/187, 5-6=-1992/203, 6-7=-2481/211, 7-9=-2466/194, 9-10=-1557/178, 10-11=-1554/181, 11-12=-2026/157, 2-22=-1972/172, 12-13=-1785/140 BOT CHORD 21-22=-149/252, 20-21=-239/3151, 18-20=-36/2518, 16-18=-46/2583, 15-16=-39/2272 WEBS 3-21=-16/991, 3-20=-1214/224, 5-20=-3/1265, 6-20=-955/31, 6-18=0/451, 7-16=-309/83, 9-16=0/680, 9-15=-1211/61, 2-21=-159/3119, 12-15=0/1479, 11-15=0/967 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-7-3, Interior(1) 3-7-3 to 12-0-0, Exterior(2) 12-0-0 to 44-6-1, Interior(1) 44-6-1 to 45-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss K7 Truss Type Piggyback Base Qty 2 Ply 1 WF53 Job Reference (optional) I40626739 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:53 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-AJzsYpFfSFPFDfdM6xDkcD6F3jixKC7Yd_PxyhzaOpK Scale = 1:82.1 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 27 28 29 30 31 32 33 34 3x6 5x6 3x6 5x8 5x6 3x6 6x10 3x6 3x4 4x4 3x6 4x8 3x6 3x6 3x6 3x6 3x6 5x8 3x10 8x10 5x8 WB 0-7-8 0-7-8 4-7-8 4-0-0 12-0-0 7-4-8 18-3-8 6-3-8 27-8-12 9-5-4 37-2-0 9-5-4 46-0-0 8-10-0 4-7-8 4-7-8 12-0-0 7-4-8 18-3-8 6-3-8 24-7-0 6-3-8 30-10-8 6-3-8 37-2-0 6-3-8 38-0-0 0-10-0 46-0-0 8-0-0 1-4-011-4-04-8-02-4-011-4-010.00 12 7.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-1], [10:0-5-0,0-2-0], [11:0-2-12,0-1-8], [14:0-3-12,0-3-4] LOADING (psf) TCLL 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 0.83 0.91 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.70 0.37 (loc) 15-17 15-17 12 l/defl >999 >785 n/a L/d 240 180 n/a PLATES MT20 Weight: 268 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 4-7,7-10: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-16: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 1-21: 2x6 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-3 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 15-17 6-0-0 oc bracing: 12-13. 1 Row at midpt 9-14 WEBS 1 Row at midpt 2-19, 5-19, 6-17, 6-15, 8-14 REACTIONS.(lb/size)21=1825/0-7-8, 12=1825/0-5-8 Max Horz 21=-156(LC 10) Max Grav 21=1851(LC 17), 12=1858(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4110/251, 2-4=-2664/187, 4-5=-1996/202, 5-6=-2483/210, 6-8=-2467/194, 8-9=-1558/178, 9-10=-1555/181, 10-11=-2027/157, 1-21=-1903/129, 11-12=-1785/140 BOT CHORD 19-20=-235/3167, 17-19=-35/2520, 15-17=-45/2585, 14-15=-39/2273 WEBS 2-20=-12/994, 2-19=-1228/221, 4-19=-6/1269, 5-19=-954/30, 5-17=0/451, 6-15=-310/84, 8-15=0/681, 8-14=-1212/61, 1-20=-163/3137, 11-14=0/1480, 10-14=0/967 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 4-9-4, Interior(1) 4-9-4 to 12-0-0, Exterior(2) 12-0-0 to 44-6-1, Interior(1) 44-6-1 to 45-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss K8 Truss Type Piggyback Base Qty 1 Ply 1 WF53 Job Reference (optional) I40626740 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:54 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-eVXFl9GHDZX6rpCZgekz8RfQp75R3gbise8UU7zaOpJ Scale = 1:82.1 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 3x6 6x8 3x6 5x8 5x6 3x6 6x8 6x8 6x8 4x8 3x4 4x4 3x6 3x6 4x8 2x4 3x6 3x6 3x6 4x8 3x10 8x10 0-7-8 0-7-8 3-9-0 3-1-8 9-1-8 5-4-8 10-0-0 0-10-8 18-3-8 8-3-8 27-8-12 9-5-4 37-2-0 9-5-4 46-0-0 8-10-0 3-9-0 3-9-0 9-1-8 5-4-8 12-0-0 2-10-8 18-3-8 6-3-8 24-7-0 6-3-8 30-10-8 6-3-8 37-2-0 6-3-8 38-0-0 0-10-0 46-0-0 8-0-0 1-4-011-4-04-8-02-4-011-4-010.00 12 7.00 12 Plate Offsets (X,Y)-- [5:0-6-4,0-2-0], [11:0-5-0,0-2-0], [12:0-2-12,0-1-8], [15:0-3-12,0-3-4], [20:0-4-0,0-1-11] LOADING (psf) TCLL 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 0.83 0.70 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.65 0.32 (loc) 15-16 15-16 13 l/defl >999 >848 n/a L/d 240 180 n/a PLATES MT20 Weight: 277 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 11-12: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 17-19,15-17: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 1-22: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-8 max.): 5-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. 1 Row at midpt 10-15 WEBS 1 Row at midpt 6-18, 7-18, 7-16, 9-15 REACTIONS.(lb/size)22=1825/0-7-8, 13=1825/0-5-8 Max Horz 22=-156(LC 10) Max Grav 22=1881(LC 17), 13=1860(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3703/209, 2-4=-2794/180, 4-5=-2902/279, 5-6=-2499/208, 6-7=-2499/208, 7-9=-2466/195, 9-10=-1560/177, 10-11=-1556/181, 11-12=-2029/157, 1-22=-1929/127, 12-13=-1787/139 BOT CHORD 20-21=-205/2871, 19-20=-88/2491, 18-19=-32/2020, 16-18=-44/2588, 15-16=-39/2273 WEBS 2-21=-14/664, 2-20=-784/142, 4-20=-854/12, 4-19=0/620, 5-19=-119/920, 5-18=-14/973, 6-18=-401/113, 7-16=-318/79, 9-16=0/677, 9-15=-1209/63, 1-21=-121/2782, 12-15=0/1482, 11-15=0/968 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 4-9-15, Interior(1) 4-9-15 to 12-0-0, Exterior(2) 12-0-0 to 44-6-1, Interior(1) 44-6-1 to 45-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss K9 Truss Type Piggyback Base Qty 1 Ply 1 WF53 Job Reference (optional) I40626741 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:55 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-6h5dzUHv_tfzTznlDMGCheCayXTdo76r5Iu11azaOpI Scale = 1:82.1 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 4x8 3x6 6x8 3x6 5x6 4x6 3x6 5x6 5x8 6x8 4x8 3x4 4x4 3x6 3x6 4x8 2x4 3x6 3x6 3x6 3x10 8x10 0-7-8 0-7-8 1-9-0 1-1-8 7-1-8 5-4-8 10-0-0 2-10-8 18-3-8 8-3-8 27-8-12 9-5-4 37-2-0 9-5-4 45-10-0 8-8-0 1-9-0 1-9-0 7-1-8 5-4-8 12-0-0 4-10-8 18-3-8 6-3-8 24-7-0 6-3-8 30-10-8 6-3-8 37-2-0 6-3-8 38-0-0 0-10-0 45-10-0 7-10-0 1-4-011-4-04-9-112-4-011-4-010.00 12 7.00 12 Plate Offsets (X,Y)-- [5:0-6-4,0-2-0], [11:0-3-4,0-2-4], [12:0-2-12,0-1-8], [15:0-3-12,0-3-4], [20:0-6-0,0-2-4] LOADING (psf) TCLL 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 0.87 0.58 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.61 0.25 (loc) 15-16 15-16 13 l/defl >999 >888 n/a L/d 240 180 n/a PLATES MT20 Weight: 271 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 11-12: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 17-19,15-17: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 1-22: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-1 max.): 5-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. 1 Row at midpt 10-15 WEBS 1 Row at midpt 6-18, 7-18, 7-16, 9-15 REACTIONS.(lb/size)22=1818/0-7-8, 13=1818/0-3-8 Max Horz 22=-154(LC 10) Max Grav 22=1874(LC 17), 13=1853(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2128/122, 2-4=-2441/150, 4-5=-2890/241, 5-6=-2485/207, 6-7=-2485/207, 7-9=-2445/194, 9-10=-1531/176, 10-11=-1527/179, 11-12=-1990/155, 1-22=-1919/97, 12-13=-1783/138 BOT CHORD 20-21=-170/1787, 19-20=-125/2201, 18-19=-38/2014, 16-18=-47/2569, 15-16=-42/2249 WEBS 2-21=-484/51, 2-20=-8/253, 4-20=-1074/80, 4-19=0/612, 5-19=-70/834, 5-18=-10/965, 6-18=-402/111, 7-16=-324/80, 9-16=0/684, 9-15=-1217/63, 1-21=-97/1728, 12-15=-1/1464, 11-15=0/955 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 4-9-12, Interior(1) 4-9-12 to 12-0-0, Exterior(2) 12-0-0 to 44-5-12, Interior(1) 44-5-12 to 45-8-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 20 = 12% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss L1 Truss Type Piggyback Base Qty 1 Ply 1 WF53 Job Reference (optional) I40626742 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:56 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-buf?AqHXlAoq47Mxn3nRDsknowkFXdQ?JxdbZ0zaOpH Scale = 1:80.6 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 25 26 27 28 29 30 31 5x10 6x8 3x6 5x6 4x6 5x10 6x8 4x8 2x4 4x4 5x8 2x4 3x4 3x4 3x4 4x6 8x10 0-8-0 0-8-0 4-8-0 4-0-0 12-11-8 8-3-8 22-4-12 9-5-4 31-10-0 9-5-4 40-6-0 8-8-0 6-8-0 6-8-0 12-11-8 6-3-8 19-3-0 6-3-8 25-6-8 6-3-8 31-10-0 6-3-8 32-8-0 0-10-0 40-6-0 7-10-0 5-9-511-4-04-9-112-4-011-4-010.00 12 7.00 12 Plate Offsets (X,Y)-- [2:0-6-4,0-2-0], [8:0-3-4,0-2-4], [9:0-2-12,0-1-8], [12:0-4-4,0-3-4], [17:0-2-12,Edge] LOADING (psf) TCLL 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 0.73 0.94 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.62 0.17 (loc) 12-13 12-13 10 l/defl >999 >771 n/a L/d 240 180 n/a PLATES MT20 Weight: 252 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 12-14: 2x4 SP No.1 WEBS 2x4 SPF No.2 *Except* 1-17: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-11 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-10 max.): 2-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 7-12 WEBS 1 Row at midpt 2-16, 3-15, 4-15, 4-13, 6-12 REACTIONS.(lb/size)17=1602/0-8-0, 10=1602/0-3-8 Max Horz 17=108(LC 11) Max Grav 17=1679(LC 17), 10=1638(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1372/106, 2-3=-1766/156, 3-4=-1766/157, 4-6=-1975/155, 6-7=-1325/155, 7-8=-1321/158, 8-9=-1737/131, 1-17=-1712/85, 9-10=-1568/117 BOT CHORD 15-16=0/1134, 13-15=-5/2017, 12-13=-10/1862 WEBS 2-16=-534/68, 2-15=-19/1208, 3-15=-403/102, 4-15=-426/40, 6-13=0/443, 6-12=-932/41, 1-16=0/1168, 9-12=0/1251, 8-12=-4/811 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 4-4-4, Interior(1) 4-4-4 to 6-8-0, Exterior(2) 6-8-0 to 38-4-12, Interior(1) 38-4-12 to 40-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss N1 Truss Type Piggyback Base Qty 2 Ply 1 WF53 Job Reference (optional) I40626743 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:57 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-34DNOAIAWUwhiHx7LmIgm3H_GK6DG4r8YbN85SzaOpG Scale = 1:73.7 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 22 23 24 25 26 27 4x6 4x6 3x4 4x6 5x6 4x4 4x6 3x10 3x4 3x4 3x4 3x4 3x10 3x6 9-0-0 9-0-0 17-9-8 8-9-8 26-7-0 8-9-8 34-5-0 7-10-0 5-11-0 5-11-0 12-9-11 6-10-11 19-8-5 6-10-11 26-7-0 6-10-11 34-5-0 7-10-0 6-4-1311-4-04-9-1111-4-010.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-1-12] LOADING (psf) TCLL 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 0.62 0.83 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.37 0.04 (loc) 9-11 13-14 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 199 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-7: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-12 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 5-9, 1-14 REACTIONS.(lb/size)14=1365/Mechanical, 8=1365/0-5-8 Max Horz 14=101(LC 11) Max Grav 14=1479(LC 17), 8=1399(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1101/119, 2-3=-881/127, 3-5=-1166/143, 5-6=-844/145, 6-7=-1184/111, 1-14=-1331/111, 7-8=-1340/88 BOT CHORD 11-13=0/1108, 9-11=0/1154 WEBS 2-13=0/397, 3-13=-633/86, 5-9=-648/28, 6-9=0/373, 1-13=-9/939, 7-9=0/914 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-7-1, Interior(1) 3-7-1 to 5-11-0, Exterior(2) 5-11-0 to 31-5-7, Interior(1) 31-5-7 to 34-3-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss P1 Truss Type PIGGYBACK Qty 1 Ply 1 WF53 Job Reference (optional) I40626744 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:58 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-XGmlbWJoHo2XKQWKvUpvJHqIwkeu?dMHnF6idvzaOpF Scale = 1:55.6 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 4x4 3x4 2x4 5x6 2x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 17-4-12 17-4-12 8-8-6 8-8-6 17-4-12 8-8-6 0-5-38-6-148-8-60-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [10:0-2-6,0-1-8], [16:0-3-0,0-3-0] LOADING (psf) TCLL 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 0.05 0.03 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 10 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 83 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15 REACTIONS.All bearings 16-3-6. (lb) - Max Horz 2=-149(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 15, 16, 17, 10, 18, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-8 to 3-2-8, Interior(1) 3-2-8 to 8-8-6, Exterior(2) 8-8-6 to 11-8-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 17, 18, 14, 13, 12. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 17,2020 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 20-1485A Truss P2 Truss Type PIGGYBACK Qty 3 Ply 1 WF53 Job Reference (optional) I40626745 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:08 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-ECNXhxR3wsI7XzHFUa_FiOEy0m0LL8mm4pXD_JzaOp5 Scale = 1:55.6 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 3x4 17-4-12 17-4-12 8-8-6 8-8-6 17-4-12 8-8-6 0-5-38-6-148-8-60-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [6:0-2-6,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.21 0.15 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 65 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-9 REACTIONS.All bearings 16-3-6. (lb) - Max Horz 2=-149(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 11=-106(LC 12), 8=-106(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=334(LC 17), 11=468(LC 17), 8=467(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-317/179, 5-8=-317/179 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-8 to 3-2-8, Interior(1) 3-2-8 to 8-8-6, Exterior(2) 8-8-6 to 11-8-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 106 lb uplift at joint 11 and 106 lb uplift at joint 8. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 17,2020 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 20-1485A Truss P3 Truss Type PIGGYBACK Qty 1 Ply 1 WF53 Job Reference (optional) I40626746 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:11 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-em3gKzTyDnghOQ?q9jYyK0sUXz3rYWRCmnmubezaOp2 Scale = 1:21.7 1 2 3 4 5 6 7 10 9 8 11 5x6 3x4 3x4 2x4 4x4 2x4 2x4 2x4 12-8-0 12-8-0 2-4-10 2-4-10 10-3-6 7-10-11 12-8-0 2-4-10 0-4-131-11-140-1-80-4-130-1-81-10-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [3:0-4-4,0-2-0], [5:0-2-0,0-1-13], [6:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.10 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 6 6 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-4-14. (lb) - Max Horz 2=-30(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 8, 10 except 9=361(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-276/93 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 6-7-9, Interior(1) 6-7-9 to 10-3-6, Exterior(2) 10-3-6 to 12-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 9. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss P4 Truss Type PIGGYBACK Qty 1 Ply 2 WF53 Job Reference (optional) I40626747 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:12 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-7zd2XIUa_5pY?aa0jQ3BtEPhbNPpHz4L?RVR75zaOp1 Scale: 1/2"=1' 1 2 3 4 5 6 7 8 9 12 11 10 13 14 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 12-8-0 12-8-0 4-9-7 4-9-7 7-10-9 3-1-1 12-8-0 4-9-7 0-4-133-11-140-1-80-4-130-1-83-10-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-0,0-1-13], [6:0-2-0,0-1-13], [8:0-2-1,0-1-8] LOADING (psf) TCLL 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 0.04 0.05 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 8 8 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 75 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-4-14. (lb) - Max Horz 2=64(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 11, 12, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 4-9-7, Exterior(2) 4-9-7 to 7-10-9, Interior(1) 12-0-7 to 12-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) 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. 6) Provide adequate drainage to prevent water ponding. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 4-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 12, 10. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss P5 Truss Type PIGGYBACK Qty 1 Ply 1 WF53 Job Reference (optional) I40626748 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:13 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-b9AQleUClPxPdk9CH8aQPRxqHnkO0QyVE5F_fXzaOp0 Scale = 1:35.4 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 5x6 3x4 3x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 5x6 3x4 20-8-0 20-8-0 2-4-10 2-4-10 18-3-6 15-10-11 20-8-0 2-4-10 0-4-131-10-61-11-140-1-80-4-130-1-81-10-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [3:0-4-4,0-2-0], [5:0-3-0,0-3-0], [7:0-4-4,0-2-0], [8:0-2-1,0-1-8] LOADING (psf) TCLL 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 0.10 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 8 8 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-4-14. (lb) - Max Horz 2=-30(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 14, 11, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 15, 10, 8 except 12=309(LC 1), 14=345(LC 22), 11=340(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-14=-262/77, 6-11=-257/75 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 6-4-0, Interior(1) 6-4-0 to 18-3-6, Exterior(2) 18-3-6 to 20-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 14, 11, 8. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss P6 Truss Type PIGGYBACK Qty 1 Ply 1 WF53 Job Reference (optional) I40626749 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:14 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-3Lkpy_VqWi3GFukPrr5fyfU?BB4ZltneSl_YCzzaOp? Scale = 1:35.4 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 20-8-0 20-8-0 4-9-7 4-9-7 15-10-9 11-1-1 20-8-0 4-9-7 0-4-133-10-63-11-140-1-80-4-130-1-83-10-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-0,0-1-13], [8:0-2-0,0-1-13], [10:0-2-1,0-1-8] LOADING (psf) TCLL 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 0.10 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-4-14. (lb) - Max Horz 2=-64(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 14, 17, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 17, 12, 10 except 14=332(LC 21), 16=297(LC 21), 13=297(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-14=-254/73 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 4-9-7, Exterior(2) 4-9-7 to 20-0-7, Interior(1) 20-0-7 to 20-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 17, 13, 12. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss P7 Truss Type PIGGYBACK Qty 2 Ply 1 WF53 Job Reference (optional) I40626750 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:15 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-XYIB9KWSH0B7s2JbOYduVs19TbPvUJ2ohPk5kPzaOp_ Scale = 1:38.4 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 20-8-0 20-8-0 7-2-4 7-2-4 13-5-12 6-3-8 20-8-0 7-2-4 0-4-135-10-65-11-140-1-80-4-130-1-85-10-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [5:0-2-0,0-1-13], [7:0-2-0,0-1-13], [10:0-2-1,0-1-8] LOADING (psf) TCLL 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 0.13 0.16 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 120 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 No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-4-14. (lb) - Max Horz 2=97(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 14, 16, 17, 13, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 14=404(LC 17), 16=360(LC 17), 17=272(LC 21), 13=353(LC 18), 12=272(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 7-2-4, Exterior(2) 7-2-4 to 17-8-11, Interior(1) 17-8-11 to 20-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 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, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14, 16, 17, 13, 12, 10. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss P8 Truss Type PIGGYBACK Qty 1 Ply 2 WF53 Job Reference (optional) I40626751 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:15 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-XYIB9KWSH0B7s2JbOYduVs1AKbRZUKkohPk5kPzaOp_ Scale = 1:32.4 1 2 3 4 5 6 7 10 9 8 11 12 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 12-8-0 12-8-0 6-4-0 6-4-0 12-8-0 6-4-0 0-4-135-3-50-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [6:0-2-1,0-1-8] LOADING (psf) TCLL 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 0.05 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 6 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 80 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-4-14. (lb) - Max Horz 2=-84(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9 except 10=293(LC 17), 8=292(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 6-4-0, Exterior(2) 6-4-0 to 9-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) 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. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 4-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 8. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 17,2020 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 20-1485A Truss P9 Truss Type PIGGYBACK Qty 2 Ply 1 WF53 Job Reference (optional) I40626752 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:16 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-?ksZNgX42KJ_UBunyG8714ZKw_m_DmDxw3TfFszaOoz Scale = 1:32.4 1 2 3 4 5 6 7 10 9 8 11 12 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 12-8-0 12-8-0 6-4-0 6-4-0 12-8-0 6-4-0 0-4-135-3-50-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [6:0-2-1,0-1-8] LOADING (psf) TCLL 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 0.15 0.10 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 6 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-4-14. (lb) - Max Horz 2=-84(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9 except 10=293(LC 17), 8=292(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 6-4-0, Exterior(2) 6-4-0 to 9-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 8. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 17,2020 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 20-1485A Truss P10 Truss Type PIGGYBACK Qty 1 Ply 1 WF53 Job Reference (optional) I40626753 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:43:59 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-?TK8psKQ25AOxa5WSBK8rUMQd8y2k4wR0vsFALzaOpE Scale = 1:36.9 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 4x4 4x6 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 20-8-0 20-8-0 2-4-10 2-4-10 10-4-10 8-0-0 14-4-0 3-11-6 20-8-0 6-4-0 0-4-131-10-65-1-135-3-50-1-80-4-130-1-81-10-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [3:0-2-0,0-1-13], [8:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.10 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 8 8 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-4-14. (lb) - Max Horz 2=84(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 12, 14, 15, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 15, 8 except 11=261(LC 1), 12=334(LC 1), 14=350(LC 1), 10=292(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-12=-256/94, 4-14=-272/84 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 5-4-10, Interior(1) 5-4-10 to 14-4-0, Exterior(2) 14-4-0 to 17-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 14, 15, 10, 8. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss P11 Truss Type PIGGYBACK Qty 1 Ply 1 WF53 Job Reference (optional) I40626754 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:00 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-TfuW0CK2pPIFZkgi0vrNOivbSYIMTXqaEZboinzaOpD Scale = 1:36.9 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 3x4 3x4 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 20-8-0 20-8-0 4-9-7 4-9-7 12-9-7 8-0-0 14-4-0 1-6-9 20-8-0 6-4-0 0-4-133-10-65-1-135-3-50-1-80-4-130-1-83-10-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-0,0-1-13], [10:0-2-1,0-1-8] LOADING (psf) TCLL 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 0.10 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 66 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 19-4-14. (lb) - Max Horz 2=-84(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 14, 16, 17, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 13=310(LC 1), 14=329(LC 21), 16=336(LC 21), 17=272(LC 17), 12=289(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-14=-250/71, 5-16=-253/68 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 4-9-7, Exterior(2) 4-9-7 to 7-9-7, Interior(1) 12-9-7 to 20-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14, 16, 17, 12, 10. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss P12 Truss Type PIGGYBACK Qty 2 Ply 1 WF53 Job Reference (optional) I40626755 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:01 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-xrSuDYLgajQ6BuEvacMcwvSmVxdbCzOkTDLMEDzaOpC Scale = 1:45.8 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 20-8-0 20-8-0 9-7-1 9-7-1 11-0-15 1-5-14 20-8-0 9-7-1 0-4-137-10-67-11-140-1-80-4-130-1-87-10-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [5:0-2-0,0-1-13], [7:0-2-0,0-1-13], [10:0-2-1,0-1-8] LOADING (psf) TCLL 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 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-4-14. (lb) - Max Horz 2=-130(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 13, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 14=341(LC 17), 16=398(LC 17), 17=263(LC 1), 13=397(LC 18), 12=263(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-16=-256/138, 8-13=-256/138 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 9-7-1, Exterior(2) 9-7-1 to 11-0-15, Interior(1) 15-3-14 to 20-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 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, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 17, 13, 12, 10. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss P13 Truss Type PIGGYBACK Qty 1 Ply 1 WF53 Job Reference (optional) I40626756 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:02 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-P20GRuMIL0Yzp2p58KurT7_xsLzsxPKtit4vmgzaOpB Scale = 1:59.9 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 20 21 22 23 3x4 3x4 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 26-0-0 26-0-0 1-5-9 1-5-9 6-9-9 5-4-0 15-8-0 8-10-7 26-0-0 10-4-0 0-4-131-1-28-5-138-7-50-1-80-4-130-1-81-1-210.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [3:0-2-0,0-1-13], [11:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.16 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 11 11 11 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 88 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 24-8-14. (lb) - Max Horz 2=-139(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 11, 19, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 2, 11 except 15=406(LC 18), 17=405(LC 17), 18=332(LC 1), 19=311(LC 21), 14=413(LC 18), 13=258(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-17=-267/136, 6-18=-252/82, 9-14=-272/134 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 4-5-9, Interior(1) 4-5-9 to 15-8-0, Exterior(2) 15-8-0 to 18-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 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, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 18, 11, 19, 14, 13. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss P14 Truss Type PIGGYBACK Qty 1 Ply 1 WF53 Job Reference (optional) I40626757 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:03 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-tEaeeDNw5KgqQCOHh1P4?KX6XlJ6grl1xXqTJ6zaOpA Scale = 1:57.4 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 20 21 22 23 24 4x6 3x4 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 26-0-0 26-0-0 3-10-6 3-10-6 9-2-6 5-4-0 15-8-0 6-5-10 26-0-0 10-4-0 0-4-133-1-28-5-138-7-50-1-80-4-130-1-83-1-210.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-3-14,0-1-6], [11:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.16 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 11 11 11 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 92 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 24-8-14. (lb) - Max Horz 2=-139(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 16, 18, 19, 14, 11, 13 Max Grav All reactions 250 lb or less at joint(s) 2, 11 except 15=421(LC 18), 16=386(LC 17), 18=322(LC 1), 19=322(LC 17), 14=413(LC 18), 13=259(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-16=-252/123, 9-14=-272/134 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 3-10-6, Exterior(2) 3-10-6 to 6-10-6, Interior(1) 9-2-6 to 25-9-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 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, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 18, 19, 14, 11, 13. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss P15 Truss Type PIGGYBACK Qty 4 Ply 1 WF53 Job Reference (optional) I40626758 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:04 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-MQ81sZOZseoh2LzUFlwJYY4Hb9fKPKTA9BZ0rYzaOp9 Scale = 1:53.3 1 2 3 4 5 6 7 89 15 14 13 12 11 10 16 17 18 19 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 20-8-0 20-8-0 10-4-0 10-4-0 20-8-0 10-4-0 0-4-138-5-138-7-50-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [8:0-2-1,0-1-8] LOADING (psf) TCLL 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 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 8 8 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 75 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-4-14. (lb) - Max Horz 2=-139(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 14, 15, 11, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 12=362(LC 17), 14=413(LC 17), 15=257(LC 1), 11=413(LC 18), 10=257(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-14=-272/134, 6-11=-272/134 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 10-4-0, Exterior(2) 10-4-0 to 13-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14, 15, 11, 10, 8. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 17,2020 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 20-1485A Truss P16 Truss Type GABLE Qty 1 Ply 1 WF53 Job Reference (optional) I40626759 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:05 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-qdhP3vOBdxwYgVYgpSRY5lcS5Z?Z8mzJOrJZN?zaOp8 Scale = 1:60.3 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 20 21 22 23 3x4 3x4 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 26-0-0 26-0-0 1-4-10 1-4-10 6-8-10 5-4-0 15-8-0 8-11-6 26-0-0 10-4-0 0-4-131-0-68-5-138-7-50-1-80-4-130-1-81-0-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [3:0-2-0,0-1-13], [11:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.16 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 11 11 11 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 88 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 24-8-14. (lb) - Max Horz 2=-139(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 17, 18, 11, 19, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 2, 11 except 15=412(LC 18), 17=405(LC 17), 18=328(LC 1), 19=312(LC 21), 14=413(LC 18), 13=258(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-17=-267/136, 9-14=-272/134 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 4-4-10, Interior(1) 4-4-10 to 15-8-0, Exterior(2) 15-8-0 to 18-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 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, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 17, 18, 11, 19, 14, 13. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss P17 Truss Type PIGGYBACK Qty 1 Ply 1 WF53 Job Reference (optional) I40626760 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:06 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-IpFnHFPpOF2PHf7sN9yndz9doyKptCZTdV27vRzaOp7 Scale = 1:56.0 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 5x6 3x4 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 26-0-0 26-0-0 3-9-7 3-9-7 9-1-7 5-4-0 15-8-0 6-6-9 26-0-0 10-4-0 0-4-133-0-68-5-138-7-50-1-80-4-130-1-83-0-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [3:0-4-0,0-1-12], [10:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.16 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 92 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 24-8-14. (lb) - Max Horz 2=139(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 16, 17, 18, 13, 10, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 14=416(LC 18), 16=387(LC 17), 17=324(LC 1), 18=319(LC 17), 13=413(LC 18), 12=259(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-16=-252/124, 8-13=-272/134 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 3-9-7, Exterior(2) 3-9-7 to 6-9-7, Interior(1) 9-1-7 to 25-9-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 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, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 17, 18, 13, 10, 12. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss P18 Truss Type PIGGYBACK Qty 1 Ply 1 WF53 Job Reference (optional) I40626761 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:07 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-m?p9UbQR9ZAGvpi2wtT0AAhogMg_chCcr9ogStzaOp6 Scale = 1:56.0 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 3x4 4x6 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 26-0-0 26-0-0 6-2-4 6-2-4 11-6-4 5-4-0 15-8-0 4-1-12 26-0-0 10-4-0 0-4-135-0-68-5-138-7-50-1-80-4-130-1-85-0-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-0,0-1-13], [10:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.18 0.16 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 93 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 24-8-14. (lb) - Max Horz 2=-140(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 16, 17, 18, 13, 10, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 14=360(LC 18), 16=462(LC 17), 17=406(LC 17), 18=306(LC 17), 13=411(LC 18), 12=259(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-16=-282/133, 8-13=-270/133 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-4-8, Interior(1) 3-4-8 to 6-2-4, Exterior(2) 6-2-4 to 9-2-4, Interior(1) 11-6-4 to 25-9-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 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, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 17, 18, 13, 10, 12. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss P19 Truss Type PIGGYBACK Qty 1 Ply 1 WF53 Job Reference (optional) I40626762 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:08 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-ECNXhxR3wsI7XzHFUa_FiOEzHm0TL5om4pXD_JzaOp5 Scale = 1:56.0 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 20 21 22 23 24 25 26 3x4 3x4 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 26-0-0 26-0-0 8-7-1 8-7-1 13-11-1 5-4-0 15-8-0 1-8-15 26-0-0 10-4-0 0-4-137-0-68-5-138-7-50-1-80-4-130-1-87-0-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [5:0-2-0,0-1-13], [11:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.14 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.01 (loc) 11 11 11 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 97 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 24-8-14. (lb) - Max Horz 2=-139(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 17, 18, 19, 14, 11, 13 Max Grav All reactions 250 lb or less at joint(s) 2, 11 except 15=414(LC 18), 17=410(LC 17), 18=460(LC 17), 19=336(LC 17), 14=412(LC 18), 13=260(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-17=-254/77, 4-18=-265/112, 9-14=-269/133 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 8-7-1, Exterior(2) 8-7-1 to 11-8-0, Interior(1) 13-11-1 to 25-9-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 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, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 17, 18, 19, 14, 11, 13. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss P20 Truss Type PIGGYBACK Qty 1 Ply 1 WF53 Job Reference (optional) I40626763 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:09 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-iOxwvHRhhAQ_87sR2IWUFbn83AMi4Y6vJTHnWmzaOp4 Scale = 1:56.0 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 20 21 22 23 24 25 26 3x4 3x4 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 26-0-0 26-0-0 8-7-15 8-7-15 13-11-15 5-4-0 15-8-0 1-8-1 26-0-0 10-4-0 0-4-137-1-28-5-138-7-50-1-80-4-130-1-87-1-210.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [5:0-2-0,0-1-13], [11:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.14 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.01 (loc) 11 11 11 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 98 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 24-8-14. (lb) - Max Horz 2=-139(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 17, 18, 19, 14, 11, 13 Max Grav All reactions 250 lb or less at joint(s) 2, 11 except 15=412(LC 18), 17=411(LC 17), 18=458(LC 17), 19=336(LC 17), 14=412(LC 18), 13=260(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-17=-255/76, 4-18=-263/112, 9-14=-268/132 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 8-7-15, Exterior(2) 8-7-15 to 11-8-0, Interior(1) 13-11-15 to 25-9-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 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, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 17, 18, 19, 14, 11, 13. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss P21 Truss Type PIGGYBACK Qty 1 Ply 1 WF53 Job Reference (optional) I40626764 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:10 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-AaVI6dSJSUYqmGQdc?1jopJJ?aiup1z2Y70K2CzaOp3 Scale = 1:56.0 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 3x4 5x6 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 26-0-0 26-0-0 6-3-2 6-3-2 11-7-2 5-4-0 15-8-0 4-0-14 26-0-0 10-4-0 0-4-135-1-28-5-138-7-50-1-80-4-130-1-85-1-210.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-0,0-1-13], [6:0-3-0,Edge], [10:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.18 0.15 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 94 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 24-8-14. (lb) - Max Horz 2=-140(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 16, 17, 18, 13, 10, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 14=352(LC 18), 16=446(LC 17), 17=395(LC 17), 18=321(LC 17), 13=413(LC 18), 12=258(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-16=-273/129, 8-13=-270/133 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 6-3-2, Exterior(2) 6-3-2 to 9-3-2, Interior(1) 11-7-2 to 25-9-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 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, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 17, 18, 13, 10, 12. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss Q1 Truss Type Common Qty 2 Ply 1 WF53 Job Reference (optional) I40626765 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:17 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-TwQxa0YiodRr6LTzWzfMaH6UKO2Vy2y49jDCnIzaOoy Scale = 1:69.4 1 2 3 4 5 8 7 6 9 10 11 12 4x6 2x4 3x6 5x6 3x4 3x4 3x4 0-3-4 0-3-4 6-2-8 5-11-4 12-5-0 6-2-8 -0-9-12 0-9-12 4-9-0 4-9-0 9-6-0 4-9-0 12-5-0 2-11-0 1-3-1210-9-127-10-1212.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0] LOADING (psf) TCLL 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 0.34 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.13 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-8: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-6 REACTIONS.(lb/size)8=547/0-3-8, 6=479/0-3-8 Max Horz 8=203(LC 12) Max Uplift 8=-52(LC 12), 6=-142(LC 12) Max Grav 8=547(LC 1), 6=500(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-400/288, 2-8=-276/204 BOT CHORD 7-8=-217/279 WEBS 3-8=-338/0, 3-7=-281/175, 4-7=-378/388, 4-6=-386/208 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -0-9-12 to 2-2-4, Interior(1) 2-2-4 to 9-6-0, Exterior(2) 9-6-0 to 12-3-4 zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 6=142. March 17,2020 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 20-1485A Truss R1 Truss Type Piggyback Base Qty 2 Ply 1 WF53 Job Reference (optional) I40626766 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:18 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-x7_JoMYLZxZijV2A4hAb6VfXFoDVhY2ENNylKkzaOox Scale = 1:78.7 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 26 27 28 29 30 31 3x6 5x6 3x6 5x6 4x6 5x10 5x8 4x8 2x4 4x4 3x6 3x10 3x4 3x4 3x4 5x10 4x6 8x10 0-8-0 0-8-0 4-8-0 4-0-0 12-0-0 7-4-0 21-11-0 9-11-0 31-10-0 9-11-0 40-6-0 8-8-0 4-8-0 4-8-0 12-0-0 7-4-0 18-7-5 6-7-5 25-2-11 6-7-5 31-10-0 6-7-5 32-8-0 0-10-0 40-6-0 7-10-0 1-4-011-4-04-9-112-4-011-4-010.00 12 7.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-1], [9:0-3-4,0-2-4], [10:0-2-12,0-1-8], [13:0-4-4,0-3-4], [18:0-2-12,Edge] LOADING (psf) TCLL 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 0.73 1.00 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.74 0.30 (loc) 13-14 13-14 11 l/defl >999 >653 n/a L/d 240 180 n/a PLATES MT20 Weight: 232 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4,9-10: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 13-15: 2x4 SP No.1 WEBS 2x4 SPF No.2 *Except* 1-18: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-10 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 8-13 WEBS 1 Row at midpt 2-16, 5-16, 5-14, 6-13 REACTIONS.(lb/size)18=1602/0-8-0, 11=1602/0-3-8 Max Horz 18=-151(LC 10) Max Grav 18=1608(LC 17), 11=1608(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3486/221, 2-4=-2242/166, 4-5=-1669/185, 5-6=-1975/175, 6-8=-1299/165, 8-9=-1294/168, 9-10=-1703/143, 1-18=-1653/123, 10-11=-1538/127 BOT CHORD 16-17=-211/2692, 14-16=-31/1991, 13-14=-29/1867 WEBS 2-17=-13/825, 2-16=-1069/207, 4-16=0/995, 5-16=-601/40, 6-14=0/407, 6-13=-920/55, 1-17=-133/2639, 10-13=0/1244, 9-13=-12/824 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 4-4-4, Interior(1) 4-4-4 to 12-0-0, Exterior(2) 12-0-0 to 38-4-12, Interior(1) 38-4-12 to 40-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss T1 Truss Type Piggyback Base Qty 3 Ply 1 WF53 Job Reference (optional) I40626767 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:19 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-PJYi?iZzKFhZLfcMdOhqfiBkrCZBQ_kNc0iJsBzaOow Scale = 1:84.0 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 25 26 27 28 29 30 31 32 33 34 35 36 3x6 6x8 3x6 6x8 3x6 4x6 3x4 4x6 4x8 2x4 3x4 4x4 3x4 4x6 4x6 5x12 MT20HS 5x12 MT20HS 4x6 4x6 3x6 9-1-0 9-1-0 17-11-0 8-10-0 26-9-0 8-10-0 35-7-0 8-10-0 44-8-0 9-1-0 -1-0-0 1-0-0 6-0-0 6-0-0 12-0-0 6-0-0 18-10-11 6-10-11 25-9-5 6-10-11 32-8-0 6-10-11 38-8-0 6-0-0 44-8-0 6-0-0 45-8-0 1-0-0 1-4-011-4-01-4-011-4-010.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [5:0-6-4,0-2-0], [9:0-6-4,0-2-0], [12:0-3-0,0-1-12] LOADING (psf) TCLL 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 0.62 0.97 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.48 0.15 (loc) 19-21 17-19 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 241 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-11 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-7 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 17-19. WEBS 1 Row at midpt 6-19, 8-19, 8-17, 3-22, 11-14 REACTIONS.(lb/size)22=1844/0-3-8, 14=1844/0-3-8 Max Horz 22=-227(LC 10) Max Grav 22=2011(LC 17), 14=2020(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-448/144, 3-5=-2291/212, 5-6=-1927/200, 6-8=-1958/211, 8-9=-1943/200, 9-11=-2302/212, 11-12=-450/144, 2-22=-458/156, 12-14=-459/156 BOT CHORD 21-22=-16/1811, 19-21=0/1652, 17-19=0/2014, 15-17=0/1584, 14-15=0/1659 WEBS 5-21=-37/446, 5-19=-11/832, 6-19=-437/118, 8-17=-499/115, 9-17=-11/845, 9-15=-37/441, 3-22=-2045/10, 11-14=-2054/9 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=45ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-5-10, Interior(1) 3-5-10 to 12-0-0, Exterior(2) 12-0-0 to 38-8-14, Interior(1) 38-8-14 to 45-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss T3 Truss Type Piggyback Base Qty 1 Ply 1 WF53 Job Reference (optional) I40626768 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:21 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-MifSQNbDssxHazmllpjIk7H6W?HUuwNg3KBPw3zaOou Scale = 1:71.8 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 24 25 26 27 28 29 30 31 3x6 6x8 6x8 3x6 4x6 3x4 4x4 3x10 2x4 3x4 4x4 4x6 3x10 3x10 4x6 4x6 9-2-0 9-2-0 18-4-0 9-2-0 27-6-0 9-2-0 36-8-0 9-2-0 -1-0-0 1-0-0 6-0-0 6-0-0 12-0-0 6-0-0 18-4-0 6-4-0 24-8-0 6-4-0 30-8-0 6-0-0 36-8-0 6-0-0 1-4-011-4-01-4-011-4-010.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [5:0-6-4,0-2-0], [7:0-6-4,0-2-0] LOADING (psf) TCLL 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 0.48 0.85 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.41 0.09 (loc) 12-14 12-14 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 195 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-8 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 3-17, 9-11 REACTIONS.(lb/size)17=1525/0-3-8, 11=1454/Mechanical Max Horz 17=187(LC 11) Max Grav 17=1646(LC 17), 11=1582(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-409/143, 3-5=-1795/191, 5-6=-1356/184, 6-7=-1356/184, 7-9=-1801/195, 9-10=-352/105, 2-17=-429/154, 10-11=-321/91 BOT CHORD 16-17=-24/1440, 14-16=0/1245, 12-14=0/1189, 11-12=-16/1316 WEBS 5-16=-29/501, 5-14=-13/463, 6-14=-425/104, 7-14=-14/461, 7-12=-29/509, 3-17=-1587/7, 9-11=-1625/37 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-8-0, Interior(1) 2-8-0 to 12-0-0, Exterior(2) 12-0-0 to 29-10-4, Interior(1) 29-10-4 to 36-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss V1 Truss Type VALLEY Qty 1 Ply 1 WF53 Job Reference (optional) I40626769 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:21 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-MifSQNbDssxHazmllpjIk7HB??TYu2Xg3KBPw3zaOou Scale = 1:37.0 1 2 3 4 7 6 5 8 9 2x4 4x4 2x4 2x4 2x4 2x4 2x4 6-7-7 6-7-7 5-5-11 5-5-11 6-7-7 1-1-12 0-0-45-5-114-3-1512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.08 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-7-7. (lb) - Max Horz 1=93(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 5 except 1=-108(LC 17), 7=-101(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 7=355(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-312/218 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 5-5-11, Exterior(2) 5-5-11 to 6-5-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 1=108, 7=101. March 17,2020 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 20-1485A Truss V2 Truss Type Valley Qty 1 Ply 1 WF53 Job Reference (optional) I40626770 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:30 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-bQisJSisld4?ALyTmCOPc18jgeYdV6F?8EsOl2zaOol Scale = 1:21.9 1 2 3 5 4 6 7 2x4 4x4 2x4 2x4 2x4 4-11-7 4-11-7 3-9-11 3-9-11 4-11-7 1-1-12 0-0-43-9-112-7-1512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.08 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=131/4-11-3, 4=16/4-11-3, 5=209/4-11-3 Max Horz 1=55(LC 12) Max Uplift 4=-25(LC 12) Max Grav 1=131(LC 1), 4=19(LC 18), 5=218(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 3-9-11, Exterior(2) 3-9-11 to 4-9-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. March 17,2020 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 20-1485A Truss V3 Truss Type Valley Qty 1 Ply 1 WF53 Job Reference (optional) I40626771 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:36 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-Qa37aWmdKTq8uGQd7TVprIOnS2cyvq0tWAJiyizaOof Scale = 1:13.6 1 2 3 5 4 2x4 4x4 2x4 2x4 2x4 3-3-7 3-3-7 2-1-11 2-1-11 3-3-7 1-1-12 0-0-42-1-110-11-1512.00 12 LOADING (psf) TCLL 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 0.05 0.02 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=68/3-3-3, 4=34/3-3-3, 5=121/3-3-3 Max Horz 1=-25(LC 10) Max Uplift 1=-3(LC 12), 4=-14(LC 12) Max Grav 1=68(LC 1), 4=36(LC 18), 5=126(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. March 17,2020 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 20-1485A Truss V4 Truss Type Valley Qty 1 Ply 1 WF53 Job Reference (optional) I40626772 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:40 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-IMJePtp8OhKaMtjOMIZl?8ZT?gzgreATRoHw5TzaOob Scale = 1:9.3 1 2 3 2x4 3x4 2x4 2-7-2 2-7-2 2-7-6 0-0-4 1-3-11 1-3-11 2-7-6 1-3-11 0-0-41-3-110-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL 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 0.01 0.03 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: 6 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 2-7-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=76/2-6-14, 3=76/2-6-14 Max Horz 1=17(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. March 17,2020 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 20-1485A Truss V5 Truss Type Valley Qty 1 Ply 1 WF53 Job Reference (optional) I40626773 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:41 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-mYt0dDqm9?SR_1Ibw04_YL6cZ3I0a5QdgS1TevzaOoa Scale = 1:20.9 1 2 3 2x4 2x4 2x4 3-6-14 3-6-14 0-0-43-6-1412.00 12 LOADING (psf) TCLL 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 0.15 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=123/3-6-10, 3=123/3-6-10 Max Horz 1=69(LC 12) Max Uplift 3=-32(LC 12) Max Grav 1=123(LC 1), 3=131(LC 17) 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. March 17,2020 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 20-1485A Truss V6 Truss Type Valley Qty 1 Ply 1 WF53 Job Reference (optional) I40626774 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:41 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-mYt0dDqm9?SR_1Ibw04_YL6ef3JIa5QdgS1TevzaOoa Scale = 1:10.8 1 2 3 2x4 2x4 2x4 1-6-14 1-6-14 0-0-41-6-1412.00 12 LOADING (psf) TCLL 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 0.02 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=43/1-6-10, 3=43/1-6-10 Max Horz 1=24(LC 12) Max Uplift 3=-11(LC 12) Max Grav 1=43(LC 1), 3=46(LC 17) 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. March 17,2020 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 20-1485A Truss V7 Truss Type Valley Qty 1 Ply 1 WF53 Job Reference (optional) I40626775 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:42 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-EkROqZrOwJaIcBtnTjcD5ZepvTfDJYgmu5m1ALzaOoZ Scale = 1:12.8 1 2 3 2x4 2x4 2x4 2-4-9 2-4-9 0-0-41-11-1310.00 12 LOADING (psf) TCLL 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 0.05 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=73/2-4-4, 3=73/2-4-4 Max Horz 1=34(LC 12) Max Uplift 3=-13(LC 12) Max Grav 1=73(LC 1), 3=74(LC 17) 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. March 17,2020 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 20-1485A Truss V8 Truss Type VALLEY Qty 1 Ply 1 WF53 Job Reference (optional) I40626776 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:42 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-EkROqZrOwJaIcBtnTjcD5ZenyTdUJXemu5m1ALzaOoZ Scale = 1:46.2 1 2 3 6 5 4 7 8 3x6 2x4 2x4 2x4 2x4 7-1-8 7-1-8 0-8-157-10-712.00 12 Plate Offsets (X,Y)-- [6:0-4-4,0-1-8] LOADING (psf) TCLL 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 0.14 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=85/7-1-8, 4=128/7-1-8, 5=333/7-1-8 Max Horz 6=154(LC 12) Max Uplift 6=-19(LC 10), 4=-30(LC 12), 5=-126(LC 12) Max Grav 6=165(LC 12), 4=186(LC 17), 5=429(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-272/242 WEBS 2-5=-313/226 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-8, Interior(1) 3-1-8 to 6-11-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4 except (jt=lb) 5=126. March 17,2020 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 20-1485A Truss V9 Truss Type VALLEY Qty 1 Ply 1 WF53 Job Reference (optional) I40626777 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:43 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-iw_m2vs0hci9DLSz1R7SdmBytt_N2?Mv7lWaiozaOoY Scale = 1:36.6 1 2 3 5 4 6 7 2x4 2x4 2x4 2x4 2x4 6-2-7 6-2-7 0-0-46-2-712.00 12 LOADING (psf) TCLL 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 0.10 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=14/6-2-7, 4=125/6-2-7, 5=317/6-2-7 Max Horz 1=129(LC 12) Max Uplift 1=-46(LC 10), 4=-33(LC 12), 5=-83(LC 12) Max Grav 1=125(LC 12), 4=133(LC 17), 5=336(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-252/226 WEBS 2-5=-284/206 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 6-0-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. March 17,2020 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 20-1485A Truss V10 Truss Type VALLEY Qty 2 Ply 1 WF53 Job Reference (optional) I40626778 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:22 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-quDqdjbrdA38C6LxJXFXHLpMtPoadSQqI_wzTWzaOot Scale = 1:88.8 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 3x4 2x4 4x8 2x4 3x4 2x4 3x10 2x4 2x4 2x4 2x4 3x4 2x4 2x4 10-8-615-1-9 15-1-9 15-1-9 15-1-9 0-0-415-1-912.00 12 Plate Offsets (X,Y)-- [13:0-4-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.18 0.15 0.21 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: 87 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-13, 9-14 JOINTS 1 Brace at Jt(s): 13, 14 REACTIONS.All bearings 15-1-9. (lb) - Max Horz 1=330(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 8, 9, 11, 12, 1 Max Grav All reactions 250 lb or less at joint(s) 8 except 9=504(LC 17), 11=455(LC 17), 12=354(LC 17), 1=310(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-485/486, 2-4=-357/363 WEBS 9-14=-302/163, 4-11=-268/145, 2-12=-254/150, 6-14=-297/160 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-4 to 3-1-9, Interior(1) 3-1-9 to 14-11-13 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 9, 11, 12, 1. March 17,2020 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 20-1485A Truss V11 Truss Type VALLEY Qty 2 Ply 1 WF53 Job Reference (optional) I40626779 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:23 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-I4nCr3cTOTB_qGw7sEmmpYMXip8cMx3zXegW?yzaOos Scale = 1:77.9 1 2 3 4 5 6 10 9 8 7 11 123x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 9-6-413-5-9 13-5-9 13-5-9 13-5-9 0-0-413-5-912.00 12 LOADING (psf) TCLL 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 0.17 0.12 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: 68 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-8 REACTIONS.All bearings 13-5-9. (lb) - Max Horz 1=293(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 7, 8, 9, 10 except 1=-153(LC 10) Max Grav All reactions 250 lb or less at joint(s) 7 except 8=504(LC 17), 9=401(LC 17), 10=280(LC 17), 1=300(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-488/480, 2-3=-383/367 WEBS 5-8=-295/177, 3-9=-276/155 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 13-3-13 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 8, 9, 10 except (jt=lb) 1=153. March 17,2020 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 20-1485A Truss V12 Truss Type VALLEY Qty 1 Ply 1 WF53 Job Reference (optional) I40626780 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:24 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-mHLb2Pd69nJrRQVKQxH?MmviiDUA5L_6mIP4XOzaOor Scale = 1:74.2 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 3x4 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 3x4 23-7-2 23-7-2 11-9-9 11-9-9 23-7-2 11-9-9 0-0-411-9-90-0-412.00 12 Plate Offsets (X,Y)-- [6:0-0-0,0-0-0], [7:0-0-0,0-0-0], [8:0-0-0,0-0-0] LOADING (psf) TCLL 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 0.27 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: 100 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS.All bearings 23-7-2. (lb) - Max Horz 1=-201(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 14, 15, 11, 10, 1 Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 12=336(LC 17), 14=485(LC 17), 15=396(LC 17), 11=484(LC 18), 10=396(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-14=-284/163, 2-15=-270/155, 6-11=-284/163, 8-10=-270/155 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 11-9-9, Exterior(2) 11-9-9 to 14-9-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 15, 11, 10, 1. March 17,2020 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 20-1485A Truss V13 Truss Type VALLEY Qty 1 Ply 1 WF53 Job Reference (optional) I40626781 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:25 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-ETvzGlekw5Ri3a4W_foEvzRtIdpDqqtG_y9d3qzaOoq Scale: 3/16"=1' 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 3x4 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 20-3-2 20-3-2 10-1-9 10-1-9 20-3-2 10-1-9 0-0-410-1-90-0-412.00 12 Plate Offsets (X,Y)-- [5:0-0-0,0-0-0], [6:0-0-0,0-0-0] LOADING (psf) TCLL 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) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 82 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 20-3-2. (lb) - Max Horz 1=-172(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 12, 13, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=348(LC 17), 12=429(LC 17), 13=269(LC 17), 9=429(LC 18), 8=269(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-293/168, 5-9=-293/168 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 10-1-9, Exterior(2) 10-1-9 to 13-1-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 12, 13, 9, 8. March 17,2020 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 20-1485A Truss V14 Truss Type VALLEY Qty 1 Ply 1 WF53 Job Reference (optional) I40626782 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:25 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-ETvzGlekw5Ri3a4W_foEvzRshdpIqq5G_y9d3qzaOoq Scale = 1:53.5 1 2 3 4 5 9 8 7 6 10 11 12 13 3x4 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 16-11-2 16-11-2 8-5-9 8-5-9 16-11-2 8-5-9 0-0-48-5-90-0-412.00 12 Plate Offsets (X,Y)-- [4:0-0-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.21 0.15 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-11-2. (lb) - Max Horz 1=-142(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 9=-104(LC 12), 6=-104(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=334(LC 17), 9=467(LC 17), 6=466(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-317/178, 4-6=-317/178 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 8-5-9, Exterior(2) 8-5-9 to 11-5-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint 9 and 104 lb uplift at joint 6. March 17,2020 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 20-1485A Truss V15 Truss Type VALLEY Qty 1 Ply 1 WF53 Job Reference (optional) I40626783 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:26 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-ifTLT5fMhOZZhkfiYMJTRB_2M09kZH4PDcuAcHzaOop Scale = 1:43.4 1 2 3 4 5 8 7 6 9 10 11 12 13 143x4 4x4 3x4 2x4 2x4 2x4 2x4 2x4 13-7-2 13-7-2 6-9-9 6-9-9 13-7-2 6-9-9 0-0-46-9-90-0-412.00 12 Plate Offsets (X,Y)-- [4:0-0-0,0-0-0] LOADING (psf) TCLL 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 0.15 0.14 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-7-2. (lb) - Max Horz 1=113(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=337(LC 17), 8=351(LC 17), 6=351(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-263/159, 4-6=-263/159 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 6-9-9, Exterior(2) 6-9-9 to 9-9-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 6. March 17,2020 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 20-1485A Truss V16 Truss Type Valley Qty 1 Ply 1 WF53 Job Reference (optional) I40626784 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:27 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-Ar1jhRf_SihQIuEu54qi_OWB8QU6IkkZSGek8jzaOoo Scale = 1:32.9 1 2 3 4 5 6 7 8 3x4 4x6 3x4 2x4 0-0-4 0-0-4 10-3-2 10-2-14 5-1-9 5-1-9 10-3-2 5-1-9 0-0-45-1-90-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.28 0.20 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: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=212/10-2-10, 3=212/10-2-10, 4=340/10-2-10 Max Horz 1=84(LC 11) Max Uplift 1=-11(LC 12), 3=-11(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 5-1-9, Exterior(2) 5-1-9 to 8-1-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. March 17,2020 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 20-1485A Truss V17 Truss Type Valley Qty 1 Ply 1 WF53 Job Reference (optional) I40626785 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:27 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-Ar1jhRf_SihQIuEu54qi_OWD2QWsIlbZSGek8jzaOoo Scale = 1:23.5 1 2 3 42x4 4x4 2x4 2x4 0-0-4 0-0-4 6-11-2 6-10-14 3-5-9 3-5-9 6-11-2 3-5-9 0-0-43-5-90-0-412.00 12 LOADING (psf) TCLL 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 0.15 0.08 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: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=149/6-10-10, 3=149/6-10-10, 4=200/6-10-10 Max Horz 1=55(LC 11) Max Uplift 1=-14(LC 12), 3=-14(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. March 17,2020 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 20-1485A Truss V18 Truss Type Valley Qty 1 Ply 1 WF53 Job Reference (optional) I40626786 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:28 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-f2a5ungcD0qHw1p5fnLxWc3Qkqt61C5igwNHg9zaOon Scale = 1:11.8 1 2 3 4 2x4 4x4 2x4 2x4 0-0-4 0-0-4 3-7-2 3-6-14 1-9-9 1-9-9 3-7-2 1-9-9 0-0-41-9-90-0-412.00 12 LOADING (psf) TCLL 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 0.03 0.02 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=69/3-6-10, 3=69/3-6-10, 4=93/3-6-10 Max Horz 1=25(LC 11) Max Uplift 1=-7(LC 12), 3=-7(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. March 17,2020 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 20-1485A Truss V19 Truss Type GABLE Qty 1 Ply 1 WF53 Job Reference (optional) I40626787 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:29 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-7E8U56hE_Jy8YBNHDVtA3pcZAEBNmdBrva7rCczaOom Scale = 1:82.3 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 3x4 4x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 17-2-15 17-2-15 15-5-15 15-5-15 17-2-15 1-9-0 0-0-412-10-1511-5-710.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.18 0.14 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 91 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 6-9, 5-10 REACTIONS.All bearings 17-2-15. (lb) - Max Horz 1=254(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 8, 10, 12, 13, 1 Max Grav All reactions 250 lb or less at joint(s) 8, 1 except 9=310(LC 17), 10=473(LC 17), 12=439(LC 17), 13=341(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-332/340 WEBS 5-10=-265/132 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-13 to 3-5-15, Interior(1) 3-5-15 to 15-5-15, Exterior(2) 15-5-15 to 17-1-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 10, 12, 13, 1. March 17,2020 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 20-1485A Truss V20 Truss Type VALLEY Qty 1 Ply 1 WF53 Job Reference (optional) I40626788 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:30 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-bQisJSisld4?ALyTmCOPc18jseXXV3A?8EsOl2zaOol Scale = 1:68.0 1 2 3 4 5 6 11 10 9 8 7 12 13 3x4 4x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 3x4 14-10-2 14-10-2 13-1-2 13-1-2 14-10-2 1-9-0 0-0-410-10-159-5-710.00 12 LOADING (psf) TCLL 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 0.25 0.15 0.23 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: 73 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-8 REACTIONS.All bearings 14-10-2. (lb) - Max Horz 1=209(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 7, 9, 11 Max Grav All reactions 250 lb or less at joint(s) 7, 1 except 8=315(LC 17), 9=456(LC 17), 11=462(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-260/270 WEBS 2-11=-295/148 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 13-1-2, Exterior(2) 13-1-2 to 14-8-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 9, 11. March 17,2020 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 20-1485A Truss V21 Truss Type Valley Qty 1 Ply 1 WF53 Job Reference (optional) I40626789 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:31 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-3dGEWoiVVxCsnVXgKvve8EhrN1r1EZy8NucxHUzaOok Scale = 1:27.4 1 2 3 4 2x4 2x4 2x4 4-10-10 4-10-10 0-0-44-10-1012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.32 0.20 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=175/4-10-6, 3=175/4-10-6 Max Horz 1=99(LC 12) Max Uplift 3=-46(LC 12) Max Grav 1=175(LC 1), 3=186(LC 17) 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-8-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. March 17,2020 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 20-1485A Truss V22 Truss Type Valley Qty 1 Ply 1 WF53 Job Reference (optional) I40626790 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:31 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-3dGEWoiVVxCsnVXgKvve8Ehve1t0EZy8NucxHUzaOok Scale = 1:19.1 1 2 3 2x4 2x4 2x4 3-2-10 3-2-10 0-0-43-2-1012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.12 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=109/3-2-6, 3=109/3-2-6 Max Horz 1=61(LC 12) Max Uplift 3=-29(LC 12) Max Grav 1=109(LC 1), 3=116(LC 17) 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. March 17,2020 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 20-1485A Truss V23 Truss Type Valley Qty 1 Ply 1 WF53 Job Reference (optional) I40626791 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:32 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-Xpqck8j7GEKjPf6sudQthSE5yREBz0BIbYLVpwzaOoj Scale = 1:10.7 1 2 3 2x4 2x4 2x4 1-6-10 1-6-10 0-0-41-6-1012.00 12 LOADING (psf) TCLL 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 0.02 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=42/1-6-6, 3=42/1-6-6 Max Horz 1=24(LC 12) Max Uplift 3=-11(LC 12) Max Grav 1=42(LC 1), 3=45(LC 17) 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. March 17,2020 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 20-1485A Truss V24 Truss Type Valley Qty 1 Ply 1 WF53 Job Reference (optional) I40626792 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:33 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-??O_xUkl1YSa1ph2SKx6DfmDkrZciTRRqC52MNzaOoi Scale = 1:20.1 1 2 3 4 2x4 2x4 2x4 4-1-7 4-1-7 0-0-43-5-310.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.21 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=143/4-1-2, 3=143/4-1-2 Max Horz 1=67(LC 12) Max Uplift 3=-25(LC 12) Max Grav 1=143(LC 1), 3=145(LC 17) 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 3-11-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. March 17,2020 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 20-1485A Truss V25 Truss Type Valley Qty 1 Ply 1 WF53 Job Reference (optional) I40626793 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:33 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-??O_xUkl1YSa1ph2SKx6DfmGfraOiTRRqC52MNzaOoi Scale = 1:10.0 1 2 3 2x4 2x4 2x4 1-8-10 1-8-10 0-0-41-5-310.00 12 LOADING (psf) TCLL 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 0.02 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=47/1-8-5, 3=47/1-8-5 Max Horz 1=22(LC 12) Max Uplift 3=-8(LC 12) Max Grav 1=47(LC 1), 3=48(LC 17) 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. March 17,2020 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 20-1485A Truss V26 Truss Type Valley Qty 1 Ply 1 WF53 Job Reference (optional) I40626794 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:34 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-TCyM9qlNoraReyGF?2SLmtJP8FvGRw7b3sqcupzaOoh Scale = 1:37.7 1 2 3 5 4 6 7 2x4 2x4 2x4 2x4 2x4 6-4-11 6-4-11 0-0-46-4-1112.00 12 LOADING (psf) TCLL 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 0.10 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=27/6-4-7, 4=125/6-4-7, 5=319/6-4-7 Max Horz 1=133(LC 12) Max Uplift 1=-38(LC 10), 4=-33(LC 12), 5=-84(LC 12) Max Grav 1=126(LC 12), 4=133(LC 17), 5=339(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-253/227 WEBS 2-5=-285/205 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 6-2-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. March 17,2020 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 20-1485A Truss V27 Truss Type Valley Qty 1 Ply 1 WF53 Job Reference (optional) I40626795 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:34 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-TCyM9qlNoraReyGF?2SLmtJN?FuzRwhb3sqcupzaOoh Scale = 1:26.6 1 2 3 4 2x4 2x4 2x4 4-8-11 4-8-11 0-0-44-8-1112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.30 0.18 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=169/4-8-7, 3=169/4-8-7 Max Horz 1=95(LC 12) Max Uplift 3=-45(LC 12) Max Grav 1=169(LC 1), 3=180(LC 17) 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-6-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. March 17,2020 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 20-1485A Truss V28 Truss Type Valley Qty 1 Ply 1 WF53 Job Reference (optional) I40626796 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:35 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-xOVlMAm?Z9iHG6rRZlzaI4sbrfG4ANxkHWa9QFzaOog Scale = 1:18.3 1 2 3 2x4 2x4 2x4 3-0-11 3-0-11 0-0-43-0-1112.00 12 LOADING (psf) TCLL 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 0.10 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=102/3-0-7, 3=102/3-0-7 Max Horz 1=58(LC 12) Max Uplift 3=-27(LC 12) Max Grav 1=102(LC 1), 3=109(LC 17) 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. March 17,2020 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 20-1485A Truss V29 Truss Type VALLEY Qty 1 Ply 1 WF53 Job Reference (optional) I40626797 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:35 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-xOVlMAm?Z9iHG6rRZlzaI4sZpfErAMEkHWa9QFzaOog Scale = 1:55.3 1 2 3 4 7 6 5 8 9 10 11 3x4 4x4 3x4 2x4 2x4 2x4 2x4 8-9-8 8-9-8 13-0-11 4-3-3 8-9-0 8-9-0 13-0-11 4-3-11 0-0-48-9-00-0-44-5-512.00 12 LOADING (psf) TCLL 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 0.14 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-0-11. (lb) - Max Horz 1=117(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 4 except 7=-104(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 4, 6 except 5=268(LC 1), 7=497(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-333/192 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 8-9-0, Exterior(2) 8-9-0 to 11-9-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 7=104. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. March 17,2020 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 20-1485A Truss V30 Truss Type VALLEY Qty 1 Ply 1 WF53 Job Reference (optional) I40626798 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:37 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-undVnsnF5my?VQ?phA02OVxwTSvUeHp1lq3GV8zaOoe Scale = 1:46.7 1 2 3 4 7 6 58 92x4 4x4 2x4 2x4 2x4 2x4 2x4 7-1-8 7-1-8 9-8-11 2-7-3 7-1-0 7-1-0 9-8-11 2-7-11 0-0-47-1-00-0-44-5-512.00 12 LOADING (psf) TCLL 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 0.13 0.04 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: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-8-11. (lb) - Max Horz 1=100(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 4, 5, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 4, 6, 5 except 7=386(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-278/174 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-4 to 3-1-0, Interior(1) 3-1-0 to 7-1-0, Exterior(2) 7-1-0 to 9-4-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5, 7. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. March 17,2020 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 20-1485A Truss V31 Truss Type VALLEY Qty 1 Ply 1 WF53 Job Reference (optional) I40626799 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:38 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-MzBt_Bous44s7aZ0EuXHwjU5jsGWNjcA_Uop1azaOod Scale = 1:36.6 1 2 3 4 7 6 5 8 9 2x4 4x4 2x4 2x4 2x4 2x4 2x4 7-4-0 7-4-0 5-5-0 5-5-0 7-4-0 1-11-0 0-0-45-5-03-6-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.08 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 7-4-0. (lb) - Max Horz 1=74(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 5 except 1=-122(LC 17), 7=-102(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 7=361(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-314/217 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 5-5-0, Exterior(2) 5-5-0 to 7-2-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 1=122, 7=102. March 17,2020 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 20-1485A Truss V32 Truss Type VALLEY Qty 1 Ply 1 WF53 Job Reference (optional) I40626800 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:38 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-MzBt_Bous44s7aZ0EuXHwjU5LsGPNksA_Uop1azaOod Scale = 1:26.6 1 2 3 4 6 5 7 2x4 3x4 2x4 2x4 2x4 2x4 5-8-0 5-8-0 4-3-4 4-3-4 5-8-0 1-4-12 0-0-44-3-412.00 12 Plate Offsets (X,Y)-- [3:0-1-8,Edge] LOADING (psf) TCLL 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 0.15 0.09 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)1=118/5-8-0, 5=-5/5-8-0, 6=300/5-8-0 Max Horz 1=90(LC 12) Max Uplift 5=-18(LC 10), 6=-66(LC 12) Max Grav 1=118(LC 1), 5=26(LC 22), 6=311(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-3-4, Exterior(2) 4-3-4 to 5-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 20-1485A Truss V33 Truss Type Valley Qty 1 Ply 1 WF53 Job Reference (optional) I40626801 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:39 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-q9lFCXpWdOCjlk8Cob2WTw0FJGc56BwKC8YMZ0zaOoc Scale = 1:23.1 1 2 3 4 2x4 2x4 2x4 4-0-0 4-0-0 0-0-44-0-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.20 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=140/3-11-12, 3=140/3-11-12 Max Horz 1=79(LC 12) Max Uplift 3=-37(LC 12) Max Grav 1=140(LC 1), 3=149(LC 17) 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 3-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. March 17,2020 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 20-1485A Truss V34 Truss Type Valley Qty 1 Ply 1 WF53 Job Reference (optional) I40626802 8.010 s Aug 11 2017 MiTek Industries, Inc. Mon Mar 16 09:44:39 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:I1ZH6Dsc0diF2ajkV?ZSRYzaVsb-q9lFCXpWdOCjlk8Cob2WTw0IfGdW6BwKC8YMZ0zaOoc Scale = 1:14.7 1 2 3 2x4 2x4 2x4 2-4-0 2-4-0 0-0-42-4-012.00 12 LOADING (psf) TCLL 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 0.05 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=73/2-3-12, 3=73/2-3-12 Max Horz 1=41(LC 12) Max Uplift 3=-19(LC 12) Max Grav 1=73(LC 1), 3=78(LC 17) 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=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. March 17,2020 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 BM1BM2BM3BM4BM5Two H2.5ATwo H2.5ATJC37One HTS20T JC 37One HTS20TJC37HCP2TJC37TJC37LGT2Two H2.5A HHUS28-2TJC37One HTS20Two H2.5A One HTS20TJC37One HTS20T JC 37One HTS20T JC 37Two H2.5A HUS26LUC210ZOne HTS20TJC37LUC210ZT JC 37One HTS20Two H2.5ATwo H2.5ATJC37One HTS20T JC 37One HTS20LU24LU24LU24LU24HUS26LU24LU24LU24LU24LU24LU24LU24LU24LU24LU24LU26HUS28LU24LU24LU24LU24LU2421' 8 1/2"22' 0"7' 6" 14' 5" 14' 3 1/2"79' 11"13' 10"42' 8"8' 0" 5' 4"19' 10"20' 0" 24' 8"5' 4" 10' 0" 79' 10"4' 10" 16' 10"23' 6 1/2"20' 8 1/2"14' 0"15' 4"16' 8"19' 0"6' 0" 6' 6"14' 11" 7' 0"6' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"1' 1"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"6' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0" 2' 0" 2' 0" 8 1/2"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 6' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 4' 10" 2' 0" 2' 0" 2' 0"Floor Area: 0Roof Area: 6315.27Hip Lines: 319.23Horizontal OH: 326.13Rake OH: 62.3Valley Lines: 226.92Ridge Lines: 99.3THIS IS A TRUSS PLACEMENT DIAGRAM ONLY.These trusses are designed as individual buildingcomponents to be incorporated into the building design at the specification of the building designer. Seeindividual design sheets for each truss design identified on the placement drawing. The building designer isresponsible for temporary and permanent bracing of the roofand floor system and for the overall structure.The design of the truss support structure including headers, beams, walls, and columns is the responsibility ofthe building designer. For general guidance regarding bracing, consult "Bracing of Wood Trusses" availablefrom the Truss Plate Institute, 583 D'Onifrio Drive; Madison, WI 53179.2702 North Tibbs AvenueIndianapolis, Indiana 46222SHOP DRAWING APPROVALTHIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES ANDVOIDS ALL PREVIOUS ARCHITECTURAL OROTHER TRUSS LAYOUTS. REVIEW AND APPROVAL OF THIS LAYOUT MUSTBE RECEIVED BEFORE ANY TRUSSES WILLBE BUILT. VERIFY ALL CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU.REVIEWED BY:__________________________ APPROVED BY:______________________________ DATE:___________ROOF TRUSS PLACEMENT DIAGRAMDesigner:Order #:Lot #:03/16/2020Subdivision:Date:Client:Model:Job Name:WATERFRONT 53Sales Rep: